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RF-18-1767`'{ Miami Shores Village `,3µORBs 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 F�ORtDA Permit NO. RF-6-18-1767 Penn# Type: Roof IM, t Work Classiffcation: Tile Issue Date:111212018 1 Expiration: 01/08/2019 Project Address Parcel Number Applicant 114 NE 106 Street 1121360050070 Miami Shores, FL 33138-2037 Block: Lot: JACQUELINE IRWIN Owner Information Address Phone Cell JACQUELINE IRWIN 114 NE 106 Street MIAMI SHORES FL 33138- 114 NE 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone EAST WEST ROOFING CORP (561)451-4567 (954)254-3023 of Work: Re Roof itional Info: RE -ROOF TILE (RED) ;sification: Residential nning: 3 Fees Due Amount CCF $10.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.40 Permit Fee - New Roof $300.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $343.70 Valuation: $ 16,250.00 Total Sq Feet: 2500 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-6-18-68069 07/12/2018 Credit Card $ 343.70 $ 0.00 Avaname inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Review Roof Cap Sheet In consideration of the issu ce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in ict onformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I sum responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC L, P MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER kjFItAVIT certify t e foregoing info�ation is accurate a k will ¢e dpne in compliance with all applicable laws regulating construch nd mg. Fut I authorize the al*v named contra or to old the work tated. /l s�e July 12, 2018 Authorized Signature: Owner / Appli—cant / Contractor / Building Department Copy July 12, 2018 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 -t + INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. ?\Cw- 1—qS—? Sub Permit No.7—T— (9 0 ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOBADDRESS: 114 NE 106TH STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -2136-005-0070 Is the Building Historically Designated: Yes . NO X Occupancy Type: _ _ Load: __ Construction Type: __.__Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder):JACQUELINE E IRWIN Phone#:954-410-4695 Address:114 NE 106TH STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: _ _ _ _Phone#: _ Email: JIRWIN@GMAIL.COM k SdS �S I yak CONTRACTOR: Company Name: EAST WEST ROOFING Phone#: 561-451-4567 Address: 4783 NW OTH AV City: POMPANO BEACH State: FLORIDA Zip: 33064 Qualifier Name: MARK WILSON Phone#: 954-254-3023 State Certification or Registration #: CCC1326991 DESIGNER: Architect/Engineer: Address:373 NE 92ND STREET Value of Work for this Permit: $16,250.00 Type of Work: 0 Addition 0 Alteration Description of Work: 1�e o^"� Certificate of Competency #: _ _Phone#: 305-754 -2318 City: MIAMI SHORES State: FL Zip: 33038 Square/Linear Footage of Work: 2500 Q New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $C'O CCF $ Scanning Fee $ Radon Fee $ �� DBPR $ r CO/CC $ Notary $ Technology Fee $ Training/Education Fee $ _ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $� T<� • —I� (Revised02/24/2014) w 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 Zi 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. /n the absence of such posted notice, the inspection will not be approved andJreinspecfee will be charged. Signature �J , SignatureOWNER or CONTRACTOR The foregoing ins qruen, was acknowledged before me this day oC , 20 by 6� 1'0 ( , who is personally known to �or who has produced as p --- identification and who did take an oath. NOTARY PUBLIC:' Sign:_ Print: Seal: LAURAFARLEY * MY COMMISSION i FF 168027 EXPIRES: Match 16, 2019 " Bondb Thru Budpd Nogry Serviea ********************************* APPROVED BY The foregoing instrument was acknowledged before me this day ^of/ 20 by V who is personally known to me or who has produced��0`15'� —(R— as identification and who did take an oath. 3— NOTARY PUBLIC: Sign:_ Print: Seal: Notary Public State of Florida JBlian Mara Managed My Commission GG 180131 a� Expfroa 01/29/2022 ************************************************ l 7 /L�% Plans Examiner ******W*7*'*19********** 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 Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: /A d/ f Property Address: l Roofing Permit Number: Dear Building Official: — certify that I am not required to retrofit the roof to wall connections of my buildiA because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions edition of the Southda Building Code (1994 SFBC) ©tA2 . • T- w nature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that a/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of Y p.0 ( g" len ,%W( Pee I AURA FARLEY Notary Public, Sate of Florida at MY COMMISSION t FF 188027 * EXPIRES: March 16, 2019 P�4, foP Bonded Thru Budget Notary Services When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $360,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 d I ,, 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t I 1 1 I 1 I 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Sth Edition (2014).���.�� High -Velocity Hurricane Zone Uniform Permit Application Form IR I J U N 2,8 2018 INSTRUCTION PAGE 1 A COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMI k- APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS es ntn rt=n t n„ti. Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 112,4,5$,7 .6. Other As Applicable 1,2,3,4.5. ,J. • • ATTACHMENTS RE0t1IRFn- 1. 0• • • Fire Directory Listing Page • • • • • • • • 2. From Product Approval: Front Page • • Specific System Description Specific System Limitations • • General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT f L `;tlf3,11-Cf 10 COMPI IANCE WITH ALL IEDERAL S I A 1 l AN[) COl IN 1Y RULFS AND REGULATIONS 15.36 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) J I J 1 I 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8. 2015 10:32:12 ANI pursuant to Liccnse Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) I High -Velocity Hurricane Zone Uniform Permit Application Form. 1 Section A (General Information) 1 Master Permit No. Process No. 1 Contractor's Name _& 116 T �4 J L� 7' P CDC) Job AddressJ i r V J Q (p *"L,4 S'r. Re C?. 1 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes I ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE Rr New roof ❑ Repair ❑ Maintenance qL Reroofing ❑ Recstertttg. I ROOF SYSTEM INFORMATION "' 1:' Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF)d� Total (SF)��o �' •' 1' ...... • Section B (Roof Plan) •. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers andAYedIpw drains.olaclvde dimes• sions of sections and levels, clearly identify dimensions 4 • • of elevated pressure zones and location of earn pets, • • • *Got:* . . . . ...... I 1 s I 1 ' � 1 1 I I I l 1 l 1 — I _ I I a FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.3T Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Eliczer Palacio on Jun g, 2015 10:32:12 AM pursuant to 15.37License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D (Steep Sloped Roof System) 1 -no R wa L QQC� L Roof System Manufacturer: Notice of Acceptance Number: p a -0 1 o� —ter—.- .... --.•.�—. L..... • 1 . Minimum Design Wind Pressures, If Mica, (From RA5 127 r Calculations): ...... •.: • 0 0 0 * 0 0 P1: • I P1: — G - l P1: 00 .. .. .. 1.... �. derlayment:Roof Slope:_ 7Ty ulation: N —� 1 Fire Barrier: L A Ridge Ventilation? _.._ �J - Mean Roof Height: I Fastener Type & Spacing: t Adhesive Type: }. 1 Type Cap Sheet: t ��� ��55 nL �� 1 Roof Covering: j�1 t//1 LIA y c 0 )_ t Type &Size Drip 0 X G AL t Edge: L�t I 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (201:4) 15.39 , (t Ci �:a Copyrightto, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer palacio on Jun S, 201.5 10:32:12 AM pursuant to License ':14111� Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 1 High -Velocity Hurricane Zone Uniform Permit Application Form. i i . 1 Section E (Tile Calculations) 1 For Moment based tile.systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If A",%Iues are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acgVPVble. • • • • 1 •. • • •.• • 1 Method 1 "Moment Based Tile Calculations Per RAS 127" • • • • • • • • 1 (P1:_ x x = _) - Mg: = M,, _ Product Approval M, 000000 • 1 P2: x% - M = M Product Approval M (P3:-- x% - ) - Mg: ^ = Mra ^ Product Approval M, 1 •••••• .• • Method 2 "Simplified Tile Calculations Per Table Below" " 1 Required Moment of Resistance (M)From Table Below lu-. a- Product. Approval M, 1 i 1 ! I I 1 •••• 1 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. ! For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or 1 equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. 1 - Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt: x L x w: = ) - W: x cos 0 _ = Fr, _ Product Approval F' 1 (P2 _ x L _ = x w: _ W: x cos 0 - = FR , Product Approval. F' 1 (P3 _ x L - = - x w: = __) - W: x cos 0 _ = Fr, Product Approval F' I 1 1 1 I I 1 1 1 I i M, required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' ' • 40' ' 2:12 34.4 36.5 38.2 39.7 42.2 3;J2,, 32.2 34, 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Where to Obtain Information Description Symbol Where to find Design n Pressure 9 P1 or P2 or P3 pre - RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg 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. e 15.40 FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) RUN ' t 1 ! ! Copyright to, or licensed by, ]CC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 9, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. MlAMI. iD 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.aov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the rightxo reyoke this c� eptancej ..... if it is determined by Miami -Dade County Product Control Section that this product or matetlaVait to WCL the. requirements of the applicable building code. ...... .. ...... t'ilding Co This product is approved as described herein, and has been designed to comply with the Floil thde including the High Velocity Hurricane Zone of the Florida Building Code. ." • .... . ..... DESCRIPTION: Boral Villa 900 Concrete Roof Tile • • • • .. .. . .. ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,3cit)�, slate arul 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 betp�t%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.12-0308.20 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. =J NOA No.: 16-0711.04 MIAMI•DADECOUNTY Expiration Date: 09/21/21 �Fjig.,miqu Approval Date: 09/01/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and 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 Test Applicant Dimensions Specifications Boral Roofing Villa 900 Length = 17" TAS 112 Width = 13" Type lb '/2" thick Class III Trim Pieces 1 = varies TAS 112 w = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset AH-160 ICP Adhesives Polyset RTA-1 TILE BONDTM Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Product Description Product Description Low profile, interlocking, high pre4A te1gxtruded concrete roof tile equi;Ved %ith thrd dfi 1 holes! • • � ; • and double rolls. For �11re.ct deck, bat{an,. nortar ... .. ...... or adhesive set applic4gg4s,,. Accessory trim, concrgfefdgf piecC% fQ;yse at • • ridges, hips and rakes. "" ' ...... .. . ..... .. .. . .. ...... Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL . . . . ...... M;nufaCturer •••••• Current NOA.l'.' (With ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermuda Roof Co. Inc. NOA No.: 16-0711.04 MIAMI•DADECOUNTY Expiration Date: 09/21/21 "'' ' Approval Date: 09/01/16 Page 2 of 7 2.3 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix I1 TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) • • • • Redland Technologies Letter Dated Aug. 1, 1994 . . Wind Tunnel Testing'..' : .... ...... .9i,1g. 1994 •• �.: TAS 108 (Nail-On)•••�.. ....:. The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 .... Engineering, Inc. Test #MDC-76 TAS 100 •0.0 ; • • • • • • The Center for Applied 25-7183-1 Static Uplift Testing! •; • •; ; F�bP 1995 • • • • Engineering, Inc. 25-7183-2 TAS 102 ""•• • (2 Quik-Drive Screws, Direct Nec*;) . ' The Center for Applied 25-7214-2 . Static Uplift Testing . . ...... March,' 1995. Engineering, Inc. 25-7214-6 TAS 102 • • • • 0 • 9 • (1 Quik-Drive Screw, Direct Deck) • • • (1 Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida NOA No.: 16-0711.04 MIAMI•DADECOUNTY Expiration Date: 09/21/21 � ' "'' ' Approval Date: 09/01/16 Page 3 of 7 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict s ompliance •with. Roofirl� • • • • Application Standard RAS 118, RAS 119, and RAS 120. • • • • • • • 4.2 Data For Attachment Calculations ...... � • Table 1: Average Weight (W) and Dimensions (I x w).... •••••• •• Tile Profile Weight-W (Ibf) Length -I (ft) ••:'•: Wicmwift) •• Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2. Aerodynamic Multipliers (ft) • • • Tile 2, (ft3) X (ft3) Profile Batten Application Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Villa 900 Concrete Tile Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 6.08 6.95 NOA No.: 16-0711.04 MIAMI•DADECOUNTY Expiration Date: 09/21/21 o Approval Date: 09/01/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 '*&3?.2 Shank Nails Eave Clip T• • •.� 000 • •••.•• •• Table 5: Attachment Resistance Expressed as a Moment Mf tfr-r ;. for Two Paddy Adhesive Set Systems 4,• • • • • • Tile Tile Application Mtirdnpm PoIchment••• Profile "ResistancO ••• Villa 900 Concrete Tile Adhesive' 26.12-3 • 1 See foam adhesive manufacturer's component approval for installation requirements. • • • • • • 2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddl))'4 prams. •• 0 ;•• 3 ICP Adhesives PolysetO RTA-1 one -component foam, minimum weight per paddy 8 grams. • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile ICP Adhesives PolysetO AH-160 two -component foam 86.614 ICP Adhesives PolysetO AH-160 two -component foam 45.55 4 Large paddy placement of minimum 54 grams. 5 Medium paddy placement of minimum 24 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Seth 20.60 Tile-Tite Roof Tile Mortar. NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 5 of 7 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 VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. • • • • 6.1.2 Any other documents required by Building Official or Applicable building cod$ in ark er to pteparly • • •. • • • evaluate the installation of this system. • • • • • • • • • • • •: • .... . ..... ...... .. . ..... .. .. . .. ...... • • • • •••••• NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 6 of 7 Nai# holes I PROFILE DRAWING VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 7 of 7 �" MIAMI-DADE COUNTY MIAMII� PRODUCT CONTROL SECTION ° 9r9) 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" Street Coral Springs, FL. 33065 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 PER -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 thi requirements of the applicable building code. • "" 690090 This product is approved as described herein, and has been designed to comply with the. Florida Building Coq� � • including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • 0 0 • .... ...... .... . ..... DESCRIPTION: ICP Adhesives Polyset® AH-160 • • • • • • .. • • • .. .. . .. ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logQ,'Qi?Z 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 beer& to 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. MIAMI•DADE COUNTY 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 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 Dimensions Test Product Description Specifications ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 TAS 101 Two component polyurethane foam adhesive P A4 URED BY OTHERS' ••.• .... ...... ••...• • ..... .. . .0000 RODUCTS 11114 U r t% so ' Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current TZkool hich list attachment •, resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. • • • % MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Dispensing Equipment . . •• Dispensing Equipment* • • • • . V090: Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[ 1 ] ASTM E 84 01 / 16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 Oa?1V/12 P39740.02.12 TAS 101 ••�••; 027f1•/i2 TAS 123 ...... '.: Goes:. 528454-2-1 TAS 101 14/23/98 ;"'•; 528454-9-1 e••••G '••• ••••. 528454-10-1 "o " '• • ••'••• 520109-1 TAS 101 00 1.2/28N8 •••••- 520109-2 ' 520109-3 • ...... e••••' 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 the 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 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or C*V-� 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 minutZ9'aft2f ICP Adhesives Polyset® AH-160 has been dispensed. s o .... . ..... 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 note) 4wrem. . .. **so:* V o: o: 90 . . . . ...... •• • •• 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 Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail 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 a4 gram: der pan LABELING' ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable nta$tWg of the • • • • • • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product ControF4Tt ved" of theViamif • • • • .. .. 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 ADHESIVE PLACEMENT DETAIL # 1 MURthrowghplastktern.nt Paddy iBanaanhT1.) {wi!rerf required}� F,,• . " t II04�Nd�a�mWn! S•i�•='�� p� II,�'�,•`'-•,'-. .. f tom Gpdonsi ° Esnu Clusue*-,.,. �`^ f �� ,,.✓may Nail itrrough piastk cemert lwhen regmired) 9dttens c�piianal POddy JB*nmaeh Save CIC urc Fas4a mail throuq h plpilic r". rke- ,,,, (when required¢ J p+ddp i8.n.athTi{wi t€nd.rlapr <', ! 4 a % Battens Eas�r Course 101re n EWMdowre �4 # drip edge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 0000 1. Starting at the eave course, apply a ril"lryrtn 2" . • • • • (50.8 mm) x 10" (254 nTm� x ;" (25.4.mm�foam paddy onto the under] ayrtr ppositioned as showro...:. under the pan portion of Wtllt closest to the •• overlock of the tile being sel% ' .... . ..... 2. Continue in same mania 0I�listlre apF 0imately f 1 000000 (109.7 cm2) — 23 (148.4. Q"I Square inch adhesive • • contact with the unders;de of the tile. a• 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 ADHESIVE PLACEMENT DETAIL # 2 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 cm') square inch adli trw . . .... ...... contact with the underside of tine tile. ...... .. ...... Medium Profile / Double Pan T"j6 ...... Starting at the eave course,aC191r.a minimn3 2" (50.&... mm) x 10" (254 mm) x 1"�15."mm) fcampaddy • • • •: • onto the underlayment pos:164(d as shown'under the • pan portion of the tile closest to the overr"of the tile being set. Insure approximately 17 �109.7 cm2) :....: 23 (148.4 cm2) square inch adhesive con1aeteith 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 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail ihiough ptiaslkcaptnt--,,� Paddy l8moalhTilrj • ems, '�: } 't . 7 2 Im `t Naacena ay�irrnbl . .x, Eaveu se Facia Womphalp i a a. hRVee � e '4?� 'Z Drip edge 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 cmz) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approx"awly 17" (109.7 cm') - 19 (122.6 cnt) spore inc;vadhksive so 0•.0 contact with the underside ofthe tile. • • • • ; • • ...... .. ...... see :see* so 0 .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 wail through plastic cernent Paddy (between tiles] lwhen requiredi battens optional a Paddy {under tile) r Single paddy y on top 4f file -. Singlepad' single paddy on undedayment 2 x 4 in. a Fr....� y'�✓f� loin *tom Fascia i 2rn, % Eaveclosure Flat/Low Profile Tile Mail through plastic cement Single paddy under file (when required) Daddy lbetween tiles) Battens t %a I/Paddy(under tilel optional single paddy` \ ontopoftle•.,. x4in. 2x4In" �• Si nyl a paddy on , undeefayment toin. 2in. 1 Eave Closure Eave Course '�' / Fascia Medium ProflleTlle MIAMI•DAD�uum' COUNTY 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (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 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile..W under the pan portion of the tile, closest to the t 4crilbck fot..... the second course tile to be msitalledr •Iwsulte approximately 8-9 in (1?.6;38. I cm') o? adhesive ... • contact with the undersi'tk dffhe tile. •••; • • ••••% (Instructions continued on qq page) • •• • •• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nall through plastic cerjw* _ Single paddy under tile twhenrt iredl / `�•� Paddy ibetween tiled Battens optional Paddyfundx3ilel Y' FSingleppadd� onunderlaymen iw ,• 2 x 4 ink sib on `•,t tto p of toe % Eave Course `" Fasda Weephole loin. e 2tn. Eave closure � Drip edge High ProfitoTito 3. 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 cm') - 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. • • • .•..% •. • •• . • • 00 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) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq.in.contact area. Underlayment c rr'`fr Sheathing Eave closure `"yr (motar shown) Weephole fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY ,...• s 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 cmZ) — 70 (451.6 cmZ) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing tlr.underside of the tile. Apply a minimum 1" (2%4 #*fn) x 14:.0: e (254 mm) bead of adhc%+ve directlyror�tlx inner • • edge of each side of tfle eater tile. Leave• • • • • • • approximately 3/4" (1t1i"rAJto 1" (25% mm) ;•...; from the outside edge•ofNetile, iwwitaAafree of foam to allow for exppp�iprl,` • • 00000 .. .. . .. ...... 4. Turn cover tile over a"afoam is applied and place onto pan tile cot*Irse. Insure a.minirnum of.•.:. 20 (129 cm') - 25 (161.3 pri],) square mcJi • contact area on each site of`the coo? ji%to thi:• • pan tile. Continue in same manner. "irt) 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 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES f Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form, 1 1 t Section C (Low Slope Application ) 1 Top Ply Fastener/Bonding Material: � Fill in specific roof assembly components and identify 1 manufacturer 1 1 (If a component is not used, identify as "NA") Surfacing: 1 1 Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer: 1 Field: _" oc @ Lap, # Rows @ " oc 1 1 ( Product Approval No.: Perimeter: _" oc @ Lap, # Rows @ _" oc 1 1 Design Wind Pressures, From RAS 128 or Calculations: 1 Corner: _° oc @ Lap, # Rows @ oc 1 — _" 1 1 P1: P2:_ P3: Number of Fasteners Per In lation Board: 1 1 Max. Design Pressure, from the specific product 1 1 Field Peri eter Corner 1 approval system: 1 Illustrate Compon s Noted and Details as Applicable: 1 t Deck: Type: Woodblocking, tter, Edge Termination, Strippino, ff oing, 1 Continuous C at, Cant Strip, Base•FlasNng, Counfedieshing, 1• • • • • • 1 Coping, Etc . . . 1 Gauge/Thickness: Indicate: can Roof Height, Parapet H eight, Hetdf $ase 1 1■...... Flashin , Component Material, Madera; Thickness, Fgstener 1 Slope: . Type astener Spacing or Submit L?anu?acturers Details that 1:0 1 Co ply with RAS 111 and Chapter jte • • . : . .... .. Anchor/Base Sheet & No. of Ply(s): ;••••• • • 1 Anchor/Base Sheet Fastener/Bonding Material: j • • • • 1 • • • • 1 �..... FT.. Insulation Base Layer: � 1 ...... 1 Base Insulation Size and Thickness: Palape 1 Height 1 1 Base Insulation Fastener/Bonding Material: t 1 I � 1 i Top Insulation Layer: + 1 FT. 1 ___.. _ 46 1 Top Insulation Size and Thickness: Mean r 1 Top Insulation Fastener/Bonding M erial: Roof 1 1 t Height t Base Sheet(s) & No. of Ply(s): 1 t 1 1 Base Sheet Fastener/Bond' g Material: f 1 1 ! 1 1 Ply Sheets) & No. of _ y(s): 1 1 Ply Sheet Fastener/Bonding Material: 1 L 1 Top Ply: 1 1 t 15.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1 ",1 Copyright to, or licensed by, ]CC (ALL RIGHTS RESERVED): 1' t ' 1 1141111111 1 I� Agreement. No further reproductions amhoriud. accessed by Elicrer Paiacio on Jun S. 2015 10:32:12 AM pursuant to License ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: (�© A A Notice of Acceptance Number: 102 r•� 7 � 1 .� r Minimum Design Roof :Slo:p le lures, If Applicable (From RAS 127 or Calculations): P1: P1: P1: Deck Type: L-VLy w Ridge Vent�ilati A —� Type Underlayment: Insulation: Fire Barrier: • ' t Fastener Type & Spacing:L"' "--"T •••• Adhesive Type: N t i • ...... .. . .... Type Cap Sheet: V 0 t G LA) • `T � •v5 Z..... . . 1�.... Mean Roof Height: i3 --� _ • • —T • I Roof Covering: 0 ,sob 1 1 _1 1 Type & Size Drip ����..2�_t ✓. 1 Edge: 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 t t t f 1 1 Copyright to, or licensed by, [CC (ALL RIGHTS RESERVED); accessed by Uiezer Palacio on Jun 8, 2015 1032:12 AM pursuant to License Agreement. No further reproductions authorized. ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form %tion E (Tile Calculations) Moment based tile systems; choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pi: x = ----)— Mg: = M„ Product Approval M, (P2: xX = ___) — Mg: = M,2 Product Approval M, (P3: xX = __J — Mg: = M,3 Product Approval M,, Method 2 "Simplified T e Calculations Per Table Below" Moment of Resistance (M,) From Table Below. A__ Product Approval M, M, required Moment Resistance' Mean Roof Heigh Roof Slope I 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 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 • 464r9 GA 0 6:12 26.4 28.0 29.4 30.5 • , • 43M 7:12 24.4 25.9 27.1 28.2 • • •11000 • lust be used in conjunction with a list of moment based the systems endorsed by the Broward Cotm9tu board of Rlil •and )peals. it Uplift based tile systems u e Mcthod 3. Compared arcd th v� :,�.r. for f' v.:tl: hr . A .., L.•.� •� u, . y>i :. ,., u...: 000 o c z ! os et S t: n! t_. f r' {rn. r_ •.,;_ •,.: r:. • .1,., •_. jual to the Frvalues, for each area: of the roof, them tho tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" : • • • 0 • 1: x L = x w: _ ) — W: x cos 0 = F„ Product Approval F' • • • • 2: x L = x w: = ) — W: x cos O = F2 Product Approval F' --� • • • • 3: x1 — xw:—_ _ )—W: xcoc,0` _ ; 7 •• • — t"f _ Pro:,W', 1,;;;fr�i' Where to Obtain Information Description Symbol Where to find esign Pressure Pi or P2 or P3 RAS 127 Table, 1 or by all enginoelli-Ig analy;;is pre- pared by PE hisnd on ASCE 7 Mean Roof Height H Job Site oof Slope 6 Job Site erodynamic Multiplier Ix Product Approval estoring Moment due to Gravity Mg Product ApF rcrwLI ftachmcnt Rcsl^t:mcc M, squired Moment Resistance M9 Calculated Minimum AttachmentResistance F' Product Approval squired Uplift Resistance Fr Calculated ver4ge Tile Welgut W Produ>t Apprt v e,= ilc;[hr L II calculations must be submitted to the building official at the tirne of permlt application. 1 1 1 472 FLORIDA BUILDING CODE — BUILDING, 6th EDITION (2a17) � SNka� L LORIAR SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scopv. As it periairls 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 ttteYiesignat9space indicates that the item has been explained. 2• enailing wood decks: When replacing roofing, the existing wood roof deck may have to be nail n accordance with the current provisions of Section R4403. (The roof deck is usually cealP rior to removing the existing roof system). 4• �xpcmsed Ceiling: Exposed, open beam ceilings are where the Ar 19jaidg of the ropf deckingbeviewedfrobelow. The owner may wish to maintain the architectural appeawce; thtwfbret • • • •: • roofing nail penetration of the underside of the decking may not be acceptabIE-,-,1 : piov;dcss the4optior, of intainin the appearance. 6. ...... .. . ..... Overflow scuppers (wall outlets): It is required that rainwater floog o1Pso that the roof is 0 0 ove from a buildup of water. Perimeter/edge wall or other roof exteni:ion may blocl this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to jnstall oQe� 6vV11 scuppors in acc ;ce viiih the mgUir0M16t?t.s of Sections RgA02, R4403 and R144J3 � •����� • • •• • • . • • • •• • 4ner/ ent's Sign c Date —''` —f Contractor Signature Date Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Polyglass. USA Inc. 150 Lyon Drive Fernley, NV 89408 M[AM 1-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.eov/building/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction..BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product tntrol 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 F%ItM•BuildinyCode including the High Velocity Hurricane Zone of the Florida Building Code. •••••• • .... .. DESCRIPTION: Polyglass Polystick Underlayments — ��•••• •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or log*cit+y+ii 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 andthet'e has 6eernno change in the applicable building code negatively affecting the performance of this product. so 0 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 renews and revises NOA # 09-0806.07 and consists of pages I through 8. The submitted documentation was reviewed by Alex Tigera. W NOA No.: 11-0601.10 MIAMFDiADE COUNTY Expiration Date: 09/13/16 • • • • Approval Date: 09/15/11 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 Descriation Polystick NITS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 6598" x 393 '/$" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'3-'/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 80 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and.V"flat roof tile underlayment • . .... ...... .*.so Polystick TU Roll: TAS 103 and 0000 A heavy granuled surface-gNfadheriNg,*APP • • • •: • underlayment 32' 10" x 3'3 '/a" ASTM D 1970 polymer modified, fiberghass or polyester • *��•�0 Manufacturing Location 100 mils thick reinforced, bituminous$h22f I�ateri$t>;or'use as ' ' #1 & #2 an underlayment in sloped roof assemblies. 6 9: • e. . . Designed as a a roof till.L.tn. �rlaymer*ti .. ..... • • • 0 0 • Polystick TU Plus Roll: TAS 103 and A non -wicking fabric sgrfaCeq, self -adhering, 000000 underlayment 65' x 3'3'/$" ASTM D 1970 APP polymer modified, fiberglass rdi'Wroced (Facer of Membrane 80 mils thick with a high strength poTyesierfabric, bitm!inous:00•0: with surface printing) sheet material for use an an underlayttRnt in Manufacturing Location sloped roof assemblies. Designed as a metal #1 & #2 roofing and roof tile underlayment. Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32' 10" x 3'3'/8" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3'/$" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick Dual Pro Roll: ASTM D 1970 A rubberized asphalt self -adhering, glass - Manufacturing Location 6 1 ' x 3'3'/$" fiber/polyester reinforced waterproofing #2 60 mils thick membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agent Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 1 1756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P51 10.08.07 TAS 103 0&29/07 P 10870.09.08-R 1 TAS 103 • •12�04708 • • • • • P10870.04.09 • TAS 103/ASTM D4798 & 01*55 • V41Mp9 •• P33360.06.10 ASTM D1970 "':" 07/01/10 P33370.03.11 TAS 103 "•"' 03/62/11 :••••: P36900.09.1 1 TAS 103/ASTM D4798 & qI.V0 • 00 [A 1 • , PRI Asphalt Technologies PRI01 1 1 1 ASTM D 4977 ...... 0.10$/02 • • • • PUSA-005-02-01 ASTM D 4977 ..'..' N4102 ..:..' 0 0 0 0 PUSA-018-02-01 ASTM D 2523 • • • • • • 07/ 1,4/03 : 0 • PUSA-035-02-01 TAS 103 VVJZ(VD6 • • • • • • PUSA-033-02-01 ASTM D 1970 : .'. b1/12/06 PUSA-055-02-02 TAS 103 � • 4Y 0/07 ....: ' PUSA-083-02-01 TAS 103 06730/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G I55 07/06,109 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798 & G 155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D813 TAS 103/ASTM D4798 & G155 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 11-0601.10 Expiration Date: 09/13/16 M Mt FaaoeConr Approval Date: 09/15/11 Page 3 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of the directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underiayments except Polystick MTS which shall be loaded onto battens. 71 . rn N tD Roof Deck prepared with POL` RCKTU PIU3 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Accct;:_ Tile Pro as a component part of an assembly in the Notice of Acceptance ;.Is. Plus, TU P, Dual Pro and Polystick M-my IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a retest y tc "►::.' t"= ...... Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for alpl o al .� that appropriate documentation is provided to detail compatibility of the prbtltlrtr wind ITIlft• •.••.• provided resistance, and fire testing results. • • • • • • .... . .. 7 A ilf`■qr( •.•.•• 000000 ....• •••.• :.L,..r:f:o4.t....+.,.1.:.�.. of tl.c. n-.•.,:.:. ... ............ ...�.., • 1. All membranes or packaging shall bear the imprint4c....-••-•-•_-_-- •---- -----� - „ ;;; city and state of manufacturing facility and the following stutc:;;;:.. . _.--- - -- �� • Approved" or the Miami -Dade County Product Control Seal as shown below. •.• • rk tc►v111 ictQtAkfMENTS: Application for building permit shall be accompanied by copies of the following: 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMI•DADE COW—.' NOA No.: 11-0601.10 Expiration Date: 09/13/16 r n�4_• nn,�c,it r c; GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. Polystick and underlayments shall not be adhered directly over a pre-existing roof 5. Polyglass membranes membrane as a recover system. 6. Polyglass Polystick membranes 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 e!!�-`- exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (days MTS IR-Xe TU TU Ph- TU P Tile Pro Dual Pro — I Winter "oven, FL. 180 180 180 _ 180 ISO - `180 N/A Hazelton, PA. N/A 30 30 N/A 7. All listed herein shall have a quality assurance audit in accordance with the Florida Building Code products 0000 and Rule 913-72 of the Florida Administrative Code. • . . sees sees.. 8. I :.._a: ,sees .7...., fees. <1.., nsf:.:.!..:..::.... ..__:_•.____. ....F :..-..f 4.i_•: ::�:. IS 1': ;: �.: tees :•.•: :- ;i :i: - :: :��i'�- In roof tilt applicattion, d=La .V. ♦..v,... _... -__::_ :__:: _ • manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhecive set"fd : seer;* mechanically fastened roof tile applications. Polystick IR-Xe, and Tile Pro are Iimitetl 4rmchanically :see*: fastened roof tile applications. Polystick MTS is limited to mechanically fastened wVVM� --_ rn!:f r;t - •r ___ 1----: _tt_. r _._?�•�!. rear applications. Polystick TU P maybe used in both adhesive set and tl il....•..•••..--•-••. -�i*so: •r r •err• rr:see •r sr sr . applications wit;, d-e exceptio�I of i��;,�tu� sci t.i"c 4N�;Itc::E c :�. • meter The roof slope for use as roof tile underlayment for (direct -to -deck) tile qftnbtes shall be as .o 9. maximum follows: (See Table Below) • • • • • • Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile _ _ _ Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens ... .. _.y �..-.. sees ...___• __..._._ d .-_._ . NOA No.: 11-0601.10 Expiration Date: 09/13/16 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type 11 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 membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking 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 1 11. 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 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 specLA—e• 00#0attention to lap areas. • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembjy,p,11 Lent Prt�lp�t •�•��• Control Notice of Acceptance. • • • • • • 8. All protrusions or drains shall be initial] taped with a 6" piece of underlayment. Th fM%n to shad be P Y P P Y l g l;e'. in formed around the to ensure a tight fit. A second laye?8f Polystidc sM 1 be • •; • • pressed place and protrusion applied over the underlayment. • .. .. .. . ...... . . . . ...... NOA No.: 11-0601.10 Expiration Date: 09/13/16 MIAMMADE COUNTY Approval Date: 09/15/11 Page 4 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick Dual Pro Roll: ASTM D 1970 A rubberized asphalt self -adhering, glass- 61' x 313-'/8" fiber/polyester reinforced waterproofing Manufacturing Location 60 mils thick membrane, specific for use as a high #2 temperature underlayment. Designed as a metal roofing. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test AEency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 08/14/01 11756.08.01-1 ASTM D 1970 02202.08.05 TAS 103 08/29/05 Trinity I ERD P51 10.08.07 TAS 103 0QU07 P 10870.09.08-R 1 TAS 103 10494/0 P10870.04.09 TAS 103/ASTM D4798 & dW 04/13/A9 P33360.06.10 ASTM D1970 •••;•• 40140 P33370.03.11 TAS 103 " •• 03/04/11 P36900.09.1 I TAS 103/ASTM D4798 & G13S�. QgVILI PRl Asphalt Technologies PRI01 111 ASTM D 4977 •••••• 64/OV02 PUSA-005-02-01 ASTM D 4977 ..'..' 81�3�1`92 PUSA-018-02-01 ASTM D 2523 07/L4/03 PUSA-035-02-01 TAS 103 99/2%(06 Wff& PUSA-033-02-01 ASTM D 1970 .'. PUSA-055-02-02 TAS 103 " JTf La/97 PUSA-083-02-01 TAS 103 O"3C/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G 155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX 14E8A TAS 103/ASTM D4798 & G 155 11/09/09 DX2313813 TAS 103/ASTM D4798 & G155 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 11-0601.10 Expiration Date: 09/13/16 aMLAMMIZ, OUNTY Approval Date: 09/15/1 l Page 3 of 8 ROOFING COMPONENT APPROVAL Catep-ory• Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 6518" x 3'3 3/$" waterproofing membrane, glass fiber reinforced 60 mils thick with polyolefinic film on the upper surface for Manufacturing Location use as an underlayment for metal roofing, roof #2 tile, slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'3-'/a" ASTM D 1970 APP polymer modified, fiberglass reinforced, Or 65' x 3' bituminous sheet material for use as an Manufacturing Location 80 mils thick underlayment in sloped roof assemblies.. Y P #1 & #2 Designed as an ice & rain ski Id and ae•a #fat roof tile underlayment. •' ... • Polystick TU Roll: TAS 103 and A heavy granuled surface sef adhering,'APP underlayment 32' 10" x 3'33/$" ASTM D 1970 polymer modified, fibe4ie der �esa :r�. 00 mils thick reinforced, bituminous sk%t giaterial for6 se as Manufacturing Location an underlayment in sloped golf asse1rL11?V. #1 & #2 Designed as a a roof tile*xxderlayment.. Polystick TU Plus Roll: TAS 103 and A non -wicking fabric sprfVeo, self -ad ermg, underlayment 65' x 3'33/$" ASTM D 1970 APP polymer modified, fiberglass reitifgfgd (Facer of Membrane 80 mils thick with a high strength polyester fabric, bitthninous with surface printing) sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal Manufacturing Location roofing and roof tile underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32' 10" x 3'33/8" ASTM D 1970 glass-fiber/polyester reinforced, with a granular 130 mils thick surface designed for use as a tile roof Manufacturing Location underlayment. #2 Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - 61' x 3'3 '/8" ASTM D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 60 mils thick membrane. Designed as a metal roofing and roof #2 the underlayment. NOA No.: 11-0601.10 Expiration Date: 09/13/16 MIAWDADECo" Approval Date: 09/15/11 "' • I Page 2 of 8 h�111't1✓II'r� ;,' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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.eov/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, mo el:eor •••• suspend the use of such product or material within their jurisdiction. RER reserves the right tQTejoke this�l;eptance, •• if it is determined by Miami -Dade County Product Control Section that this product or matarial.fails to mQsPtll ....:. ...... . requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flcj-?("BVildin:Cp . • including the High Velocity Hurricane Zone of the Florida Building Code. "" ...... .. . ..... DESCRIPTION: Barcelona.9.00 Concrete Roof Tile - �•�,•• • . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo: city. state al'aM 15wing.•��•� 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.12-0222.02 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Barcelona 900 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 Test Product Applicant Dimensions Specifications Description Barcelona 900 Length = 17" TAS 112 High profile, interlocking, one-piece, 'S' shaped, Width = 13" Type — 1 a high-pressure extru�ed cpncrete-roQ `�i4e • • ''/z" thick equipped with threeg;jil hples. F9l;&ect deck :• or battened nail-on,oweskanicall�faltded, .....0 mortar set or adhesiti�-upplicatiocs. Trim Pieces Length: varies TAS-112 . . Accessory trim, boosW'Barceldha,bbncrete•';• . Width: varies .. ... .. ..... roof pieces for use at �pst rakes, ri.dges and varying thickness valley term inations�piyyfactured foi each tile����� profile. 0 . . . ...... 2.1 MANUFACTURING LOCATION . •• 9-0 • 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services IC-1320-94 Physical Properties Feb. 1995 TAS 112 25-7688-3 TAS 101 (Adhesive Set) June 1996 25-7688-10 TAS 101 (Mortar Set) July 1996 25-7688-5 Static Uplift Testing June 1996 TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) 25-7688-4 Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails, Clips) 52011 1-3 Static Uplift Testing Dec. 1998 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/16 Walker Engineering, Inc. Evaluation Restoring Moments Due to 09/01/16 Calculations Gravity American Test Lab of South Florida RT0617.03-16 TAS 112 •••ab/�9/16 . . .... ...... 3. LIMITATIONS: ...... • .. . ...... ••Y••• 1, • • 3.1 Fire classification is not part of this acceptance. .••. •• • • 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance MtNTAS I rfl3y ••;•-• required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laborator •to •erform quarterly testin`•:• accordance with TAS 112, appendix `A'. Such testing shall be submitted to the 1jepart�ent of Reg}�latory. ••:• and Economic Development — Product Control Section for review. . • : • • • • • Y 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Apptcatioois Standards listed:••••: • • • section 4.1 herein. •• • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 1 18, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) 1 Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile (ft3) (f�) • •. Batten Application Direct QAckApplicW0n: .. Barcelona 900 0.286 ' V 3b"1 • • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)...... 000000.. Tile 2":12" 3":12" 4":12" 5":12" 6";F2';•; 7"'12" or Profile • :. crater 9 • Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens . D1relt Battens Direct 900 Deck Deck Deck Deck Deck '..'. Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank 5.1 6.8 2.8 Nail 2-10d Smooth or Screw Shank 6.9 9.2 7.3 Nails 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank 23.1 23.1 19.0 Nail Field Clip) 1-10d Smooth or Screw Shank 29.3 29.3 24.0 Nail Eave Clip) 2-10d Smooth or Screw Shank 27.6 27.6 38.6 Nails Field Clip) 2-10d Smooth or Screw Shank 38.1 38.1 41.8 Nails Eave Clip) NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/2" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Tile Application .Minimum AtLwAment.. Profile '..• :tesisto doe Barcelona 900 Adhesive' 29. 1 See manufactures component approval for installation requirements. 2 TILE BONDTm Roof Tile Adhesive; Average weight per paddy 10.7 grams. •••••• •..• .. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160; Average weight per pgddy Dgrams... . .. .. .. .. . ...... Table 7: Attachment Resistance Expressed as a Moment - Mf4wiIst • for Single Paddy Adhesive Set Systems :...:. •• Tile Tile Application Wif rdum Attachment: Profile Resistance Barcelona 900 ICP Adhesives Pol set AH-160 66.51 ICP Adhesives Pol set AH-160 38.74 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Sets 24.5 6 Sees ecific mortar manufacturers Notice of Acceptance NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5of7 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 BARCELONA 900 TILE (LAKE WALES FL PL,,pNT 21..,.' ....�. LOCATED UNDERNEATH TILE ...... .. . ...... 6. BUILDING PERMIT REQUIREMENTS +��+�� • 6.1 Application for building shall be accompanied by copies of the following:"" • permit ...... .. . ..... 6.1.1 This Notice of Acceptance. 4, 0• 00 so 6.1.2 Any other documents required by the Building Official or applicable bu�&"i ode in order to .' properly evaluate the installation of this system. ' : .•••:• . 0*0 . . •. . .. . . . . NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK 000 17 " `. ••• • 6,09*60 • • 000000 UNDERLOCK - 60* •• BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 0 ES C. 1932 n •••• n a ,....�+ Miami Shores Village Building Department RtDp'' 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 PERMIT # I, RECEIPT -:I DATE: rt q ht�; -A__ 'b Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 1p U / QV ) '/D 60 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departme�r t to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAlucl, RESUBMITTED DATE: . ,, l g �, A PERMIT CLEARK INITIAL: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING REVIEW DATE: 06-27-2018 Permit No. 18-1767 1. Section "D" is incomplete. Provide required minimum designed wind pressures as per RAS 127 2. The values provided under method 2, Section "E" do not match with the information provided on section "D" 3. Clearly mark on the product approval for the Barcelona 900 roof tile the method of tile attachment to be use. 4. Cloud in all changes, mark with delta. Do not remove void sheets from office set. Ismael Naranjo, BO Building Director Email: bogy msvfl.gov PL+16- I4s \\"-) V c 17 -9 S�