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REV-19-2781Miami Shores Village Building Department OV !2'�l 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY.AA k Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Q ROOFING Master Permit No. FV- )1-19- / / Sub Permit No. kyAL I1-11--m I 0 REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 74NE97St City Miami Shores County Miami Dade Zia: 33138 Folio/Parcel#• 11-3206-013-0750 Is the Building Historically Designated: Yes NO X Occupancy Type: SF Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Jolyon W Morris Phone#: 305-775-7686 Address: 74 NE 97 St City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: n/a Phone#: Email: _ CONTRACTOR: Company Name: Group II, Inc Phone#: 786-621-5576 Address: 6465 SW 8 St City: Miami State: FL Zip: 33144 Qualifier Name: Carlos A Valderrama Phone#: 786-621-5576 State Certification or Registration #: CCC057129 Certificate of Competency M n/a DESIGNER. Architect/Engineer: n/a Phone#: Address: LAW ` City: State: Zip: A Value of Work for this Permit: $W •.ram Square/Linear Footage of Work: / - Type of Work: ❑ Addition ❑ Alteration ❑ New M Repair/Replace ❑ Demolition Description of Work: Reroof P&%iJ� -'r- •fv Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF CO/CC $ Scanning Fee $ / Radon Fee $ DBPR $ 3 �.S Notary $ Technology Fee $ !7 - Training/Education Fee $ 0 o 4 0 Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2 (Revised02/24/2014) Bonding Company's Name (if applicable) n/a Bonding Company's Address City State Mortgage Lender's Name (if applicable) unknown Mortgage Lender's Address City State Zip Zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app d a feinspection fee will be charged. , Signature `- Signature OWNER or ENT CONTRALTO The foregoing instrument was acknowledged before me this 19th day of November 120 19 by Carlos A Valderrama , who is personally known to me or who has produced n/a identification and who did take an NOTARY PUBLIC: Sign: QU4 VIA Print: Daynet De La Pow Ah Seal: as 9011 M UMu Ai N Wn The foregoing instrument was acknowledged before me this 19th day of November Carlos A Valderrama me or who has produced n/a 20 19 . by who is personally known to identification and who did take an oath. NOT Sign Print Seal as 17 MY *rssrssssssssss*rr*suss**ssssSr<ssssrrss*srssrss**ssssrrsssrssrrsssrsss*ssssssssssssrsssrsss*srss*srrssrssss APPROVED BY c Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) � NOV 2 22019 `'' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES BY: 6 O Florida Building Code 5th Edition (2014) G� 1 �� High -Velocity Hurricane Zone Uniform Permit Application Form. ;••.;• 1 �0 .... �. ..0 . j ...... P Section A (General Information) ......0 ...... aster Permit No. RF19-97 ...... . Process No. • • • • 41• Group II •••• • •• ••••4 . Contractor's Name p . Job Address 74 NE 97 St, Miami Shores, FL 33138 •' " ' "00 3' ROOF CATEGORY • ❑ Low Slope ❑ Mechanically Fastened Tile N Mortar/Adhesive SetOT' W. • • 1 • ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Sha4sf � P, ❑ Prescriptive BUR-RAS 150 ROOF TYPE R New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ r/ro h 1 ROOF SYSTEM INFORMATION n Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF)ROotal (SF) 171 I 1 Section B (Roof Plan) 1 Sketch Roof Plan: III ra �eveels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-lions of section leve� cidentify dimensions of elevated pressure zones and location of parapets. . �: a FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1 1 ' ' ' Copyr ght to, or licensed by, ICC (ALL RIGHTS 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) Roof System Manufacturer. • • • • • • .r • • • Notice of Acceptance Number. - - ...: - '. %t'' .. - . 70P. _ . Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): "" 0. " "� ". "� P1: P1: P1: """ ' .•. . • •.••.. 0 Deck Type: 5/8" CDX Plywood 66 0 0 Type Underlayment: ASTM #30 Felt 1 Roof Slope: — - 3 : 12 —� 1 Insulation: n/a 1 1 Fire Barrier: n/a 1 1 R n/a Ventilation? Fastener Type &Spacing: 1-1/4" RS Coil Nails 1 1 Adhesive Type: Hot Asphalt 1 1 Type Cap Sheet Tile Underlayment 1 Mean Roof Height: 12' Roof Covering: at Concrete Tile w/ Med Pad y 1 1 Type & Size Drip 3"x3" Galy� 1 Edge: 1 1 FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) 15.39 Copyright co, or licensed by. ICC (ALL RIGHTS RESERVED): amased by flieur Pahicio on Jun 1R 2015 1032:12 AM pursuant to license A ►1w fastMr repeodnetiensasdnoei+nA.• 1 1 1 1 I 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 1 1 1 1 1 1 1 f 1 1 1 1 1 1 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) ...... "" ....:. For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If thgoM, values:.•.� are greater than or equal to the M, values, for each area of the roof, then the file attachment method is @r ceDtable. • • ; • Method 1 "Moment Based Tile Calculations Per RAS 127" • , , : ; : • • • • : • •' (P1:39.1 x 1.313 = -12 24) - Mg:8.03 = M„ -4.21 Product Approval M, �0,e • - • • • • • • ,_, • • • • (P2. 68.1 xX .313 =-21.32) - Mg: 8.03 = Mrz -13.29 Product Approval M, -- • (P3:100.7xx .313 = 31.52 ) - Mg: 8.03 = M� -23.49 Product Approval M, ' L: • • • • : • Method 2'Simplified Tile Calculations Per Table Below"r ',.' ; • • • :"": Required Moment of Resistance (M,) From Table Below Product Approval Mr ' • :..' 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 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L = _ x w: _ ) - W: x cos 0 _ = Fn T Product Approval F (P2:_ x L _ = _ x w: = _) - W: x Cos A _ = F� _ Product Approval F' (P3:_ x L = x w: _ -J - W. _ x cos 6 _ = F, ^ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope . @ Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance. M, Product Approval Required Moment Resistance M. Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance ' , F, Calculated Average Tile Weight W Product Approval Tile Dimensions a L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15AO FLORIDA BUILDING CODE - BUILDING, fith EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGIM RESERVED); accessed by Elkw PWW9 on Jun B, 2015 10,3212 AM pursum to License ApeanwL No hx*Ar re'eoduakm& awhe"rA: MIAMI- ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMrrTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Sticet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami:UwW3175-2474 :r (70315-2590 F (786) 315-IW • : • NOTICE OF ACCEPTANCE (NOA) " �c�r�c•mianiidide.Qo�"ltxra •. .::.Jvw.-.1*yiJj'j4e.gov/pera ...... Boral Roofing, LLC Goo:** :....: 7575 Irvine Center Drive, Suite 100 .i : •. ' Irvine, CA 92618 ...... . . ..... SCOPE: - This NOA is being issued under the applicable rules and regulations governing the use otcuiisiiuctiox materials. i:I n, documentation submitted has been reviewed and accepted by Miami Dade County PER4 - -;:j�ouct Cnntro Section. to be used in Miami Dade County and other areas where allowed by the Authority Havini'.11uisdictioO (I#43.D. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product .:,orffivl Sect+on (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to ha-P. this - product or material tested for quality assurance purposes. If this product or material fails to perform in :l:c accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.03 Expiration Date: 0426/17 i Approval Date: 04/19/12 Page i of 9 ROOFING ASSEMBLY APPROVAL Ca o : Roofing Sub -Category: Roofing Tiles • • • • • • Material: Concrete Deck Type: Wood • • • • • • ...... . • ...... 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Sk%W.�:oucrrrte Roof • • • Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and desv6ibWothis 11dfl.!dbf •..... Acceptance. For locations where the pressure requirements, as determined bi�.apOicable-Puild?ng .o Code does not exceed the design pressure values obtained by calculations in compliance withRAS • • • • • 127 using the values listed in the installation section herein. The attachment rAtV4ations shall -be -� • � ; done as a moment based system.. • - • 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1=17" TAS 112 Flat profile, interlocking, high- w = 13" pressure extruded concrete roof tile 1-5/32" thick Slate equipped with two nail holes. For 1-9/32" thick Shake & direct deck or battened nail -on, mortar Split Shake set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, Width: varies concrete roof pieces for use at hips, varying thickness rakes, ridges and valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 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) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) NOA No.: 12-0222.03 oaoEcotn�Tr Expiration Date: 04R6/17 1APPROVED! Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) • Feb; i �• The Center for Applied 25-7183-5 Static Uplift Testing; • • • Engineering, Inc. TAS 102 • • ; ... ; (2 Quik-Drive Screw§, 000000 Battens) _ .... • .. . MaA,190 The Center for Applied 25-7214-1 Static Uplift Testing .... Engineering, Inc. TAS 102 _ • ;' • ; ; .. • ; • (1 Quik Drive Screw, DIf—T * ' Deck) The Center for Applied 25-7214-5 Static Uplift Testing. Mardlol" Engineering, Inc. TAS 102 • • . .• • (1 Quik-Drive Screw; _"" Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec:1391 Appendix 11 TAS 108 (Nail -On) 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) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-77 TAS 100 Atlanta Testing & Engineering, R1.894 Physical Properties Aug. 1994 Inc R2.894 TAS 112 R3.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4 & 5 25-7848-6 NOA No.: 12-0222.03 t�wMwr►oecourtrtr Expiration Date: 04/26/17 IAPPROYEDApproval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations : • • • :. Walker Engineering, Inc. Calculations Two Patty Adhesive Six.' : Apra 1999 System • 0 • • ` • Walker Engineering, Inc. Evaluation Restoring Moments Due*o: • Vebru-d� 107 Calculations Gravity • •.•• • .. Nutting Engineers 130 TAS 112 • • ; • • ;Janu&U ;07 .• ,.- • 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 tA perf4rn;8d.in 0000 accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified I Laboratory to perform quarterly test in accordance with TAS 1 l2, appendix `A'. Such testing :}gall 13e submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) Length-1(ft) Width-w (ft) Saxony 900 Slate, Shake & Spid Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - I (ft ) Tile I (fe) x (fie) Profile Batten Application Direct Deck Application Monieri-ifetile Saxony 900 0.289 0.313 Slate Shake & Split Shake NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Me (ft4bf) Tile 2":12" 3":12" 47•12" 5":12" 6":12" 7":12" or Profile Streater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens DireH 900 Deck Deck Deck Deck Dec%!��__ Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 1; i 7 7. 34 Slate, 6.46 : Shake & Split ... :. .. Shake Table 4: Attachment Resistance Expressed as a Moment - Ni.riSt"f) _ • r -• for Nail-0n Systems - _ - -- • Tile Profile Fastener Type Direct Deck (min 15132" Direc -,peck (min. 191327 - - * a - •.;..' plywood) plywood) Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mt (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Adhesive 31.3 Slate, Shake & Split Shake 1 See manufactures com ent approval for installation requirements. 2 Dow chemical TileBond Average weight per patty 13.9 grams. PolyfiDam Product, Inc. Average weight per patty 8 grams. NOA No.: 12-0222.03 FnwEcournr Expiration Date: 04/26/17 APPROVED Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - M, (f 4bf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attacdme t Profile :Resistance • • • • •. •- Monierl-ifetile Saxony 9W Polyfoam Pol ProTm 000 • - � Slate, Shake & Split Shake Polyfoarn Po roTm • • •40:4 • - 3 Large paddy placement of 45 c1rai7ns of Po ProTM. • • • •7 - • • 0 4 Medium paddy placement of 24 grams of PolyProTm. • • • • • • •.•rr• • • Table 7: Attachment Resistance Expressed as a Moment - M#W&O for Mortar Set Systems �:`: • Tile Tile Atrer•b_ fr+ent ; • • o • • Profile Application REg ce Monierl-ifetile Saxony 900 Mortar Set 43.0 - ' ' - Slate, Shake & Split Shake - - 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.03 rtu►ht® Expiration Date: 04/26/17 ' Approval Date: 04/19/12 Page 6 of 8 NAIL F u PROFILE DRAWING 5/32 " (slate) y132 " �st�bhE) 1ZRL+ • WATERLOCK SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 • 1.� . . . - _ -.-. W... .... . .. ..... MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAI EWUL) ...:. "' •' END OF THIS ACCEPTANCE . . . ...... NOA No.: 12-0222.03 rea7Fan�eCOUHr�r Expiration Date: 04/26/17 • ' Approval Date: 04/19/12 Page 8of8 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT @NC) BOARD AND CODE ADM[NISTRATION DIVISION NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, IX 77375 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION I I W5 SW 26 SUtd, Room 209 Miami, Florida 33I75-2474 T (796) 315-2M F (786) 313-2599 www.ndamidade&ov/building/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use Y=-i3truction treterials. The documentation submitted has been reviewed and accepted by Miami -Dade CountyZN;C - Produr: Control Section to be used in Miami Dade County and other areas where allowed by the Authority having kirisdiction 00000 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade E)aaintj ProdiV uhuol ...... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CoMy) reserve the tight to • have this product or material tested for quality assurance purposes. If this product or urhf&W failMperj'orm • • in the accepted manner, the manufacturer will incur the expense of such testink Vid the • AI9 may**:--. immediately revoke, modify, or suspend the use of such product or material within air ]xrisdic&n: RNC • • • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade INV9 Y. Product Control "' Section that this product or material fails to moat the requirements of the applicable b4ilditigcode.0 0 • 'This product is approved as described herein, and has been designed to comply with the Florida B>jilditrgCode: . including the High Velocity Hurricane Zone of the Florida Building Code. • • • • " . . DESCRIPTION: PoIypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECI'iON: 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 NOA# 06-0201.02 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigers NOA No.: 11-0124.04 Expiration Date: 05/10/12 nuruaMoe co Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves PolyproO AR160 as manufactured by Polyfoam Products, Inc. as desixibed in Section 2 ofthis Notice of Acceptance. For the locations where the design pressure iequiremeiiis,-as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flai,lnw,-and high - profile roof tiles system using Polypro® AH 160. Where the attachment calculations-eT-,,&me as a moment based system for single patty placement, and as an uplift based system for dauYe patty nVioins PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Tat Producl IIewlrrt : • • • • • Specitications • • • . • . - ....:. . Polypro®AH 160 N/A TAS 101 Two component pplyuethamfoam . . :' • • • : adhesive •••• • •• ••••• Foarnpro® RTF1000 N/A Dispensing EquipMO O&K : :...:. • • .... ProPa" 30 & 100 N/A Dispensing EgtupOit M : • ; . . . . ...... PRODUCTS MANUFACTURED BY OTHERS: • • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Proneriv Test Results Density ASTM D 1622 1.6 lbsJft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ff Moisture Vapor Transmission ASTM E % 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40" F., 2 weeks +6.0°Ye Volume Change @I58°F.,100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 860A Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM best methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Date: ON10/12 Approval Date: 04/14/11 Page 2 of 7 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 10/25/3S 25-7438-4 25-7438-7 SSTD 11-93 _ 11/02m - 25-7492 SSTD 11-93 12/12/95 NB-589-631 ASTM D 1623 02/04/94 - 9637-92 ASTM E 108 04/3U/93 01-6743-011 ASTME'108 01-6739-062b[I) ASTM E 84 01/1•619i:. 7050.02.96-1 TAS 114 ;,, 03/l'A/6 528454-2-1 TAS 101 '....' 10/Z3/9$.' 528454-9-1 •••••• • 528454-10-1 .. .. 0 0 0 • 520109-1 TAS 101 ;":'; 12/28/96 520109-2 ' 520109-3 00 6.6 • . 520109-6 • • 520109-7 0000 520191-1 TAS 101 03/02/99 520109-2-1 LDWATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire Wig. 2. PolyproO AH160 shall solely be used with flat, low, 8t 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 PolyprodD AH 160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. S. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F —W _ 2 MS NOA No.:11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14111 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. PolyproO AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an -uplift based system, to meet or exceed the uplift msistsnce determined in compliance, with Miami -Mine County Roofing Application Standards RAS 127. The adhesive attachment date. -is noted is tw Toof the assembly NOA 3. Polypro® AH 160 roof tle adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. PolyproQ-AH160 G* era6g Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applic atoe approved and -licensed by Folyf6am Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicat�rs to the auOwzi*. having jurisdiction. • S. Calibration of the Foampro® dispensing equipment is required before applic to ps any ire. The mix ratio between the "A" component and the "B" component shall be maio0jled betty 1.0- 1.15 (A): 1.0 (B). The dispense timer shalt beset to deliver 0.0175 to 0.15 pousds,per tle3 as . • determined at calibration. No other settings shall be approved. • 6. Polypro® AH160 shall be applied with Foarnpro RTF1000 or ProPaclM 30 dt•too llispen 0 � • equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive. Tile must beset within 2 to 3 minutes i.fts :. Polypro® AH160 has been dispensed. • • 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the ?gent Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. Ana(grams) Two Paddy Weight per paddy Min. Flax, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17/side on cap and 34/ N/A flat, Low, Ifigh Profiles #2 24 NIA Fla Low High Profiles #3 8 LABELING: All Poiypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMiT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: ON14111 Page 4 of 7 ADEMSIVE PLACEMENT DETAIL 1 SINGLE PATTY Ih1u"Nommkow r �l TMl 1 lemc a�a.M • -7- b Fatk OO mow.. fawdrw j RkWXWPm parr�Fl�oMs xrl tlao�gh rite oanmt � � ,o EmcQ • • `�wAeli • ` EM�MpO�: • "WMOR4PW • • • 04WO i)Mw~tlmwgtD C-- glen dWbftpwIM�• ��• KINtt lMiilo • • WWI •• i • ,iNY�hi1lMb. • • • • P 09" IImMt MOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY IN ONO* phew aaeit �r �i i1� iw tiKou� �k e�tnt 1 Emthm +•+• , + •. F�1 +.• • + • • �• + •. •+ • "A • •. • �Emdomn. .. Em terse + NOA No.:11-0124.04 Expiration Date: 0S/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nd fUfwO pbft cent Prldp Nd ihauph pladk aunt _ SM* pew umr 41- mno Fv" *44M file • ps1 2 h x7 N satlwn (under tI1B) tw�nony Pit -___ 0,41nx31m . ... I � z 3 tn. i__ 4 In. 2 in. f�yle past an tin. 41. �� MRIIIS ""On • .. • • • � . • . • • • i WAR- • t under. _ "sees -.srs: •..• • • •..• _ * d Ceelal on top of iliaErm • • • • ��.�• • • Erwdoeme • • on top of tb ds p "wa • • • Ddp e ft .. ; FucM Ceteea 011fy --!Goof* y END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05nW12 Approval Date: 04/14/11 Page 7 of 7