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RF-17-1096 Permit No. RF-4717-1096 Pe °"oMiami Shores Village ' POM*Type.*'*60f 10050 N.E.2nd Avenue NE e+ ._ C:tBSlCBt€?If<'Tile "' "'"m Miami Shores,FL 33138-0000 Pel??7lt+�a`telftfiS:�0IVEIi'';' Phone: (305)795-2204 �YOR'Np' Issue ;,41961201Expiration: 10/17/2017 Project Address Parcel Number Applicant 1401 NE 102 Street 1132050230190 Miami Shores, FL Block: Lot: ROBERT CHAILLE Owner Information Address Phone Cell LROBERT CHAILLE 1401 NE 102 ST MIAMI SHORES FL 33138-2621 Contractor(s) Phone Cell Phone Valuation: � a$ 24,900.00 ISAACS ROOFING 8<INSULATION COI (305)234-5234 (786)277-9756 _. _ Total Sq Feet: 3400 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE TO TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-4-17-63756 CCF $15.00 04/20/2017 Credit Card $833.76 $50.00 DBPR Fee $4.88 DCA Fee $4.88 04/20/2017 Credit Card $50.00 $0.00 Education Surcharge $5.00 Bond#:3382 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $20.00 Total: $883.76 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHA AL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAV : I certify that al a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an oning. Futhermor , authorize the above-named contractor to do the work stated. April 20,2017 Authorized Signa wner / Applicant / Contractor / Agent Date Building D art ent Copy April 20,2017 1 Miami Shores Village Building Department ' ASR 202017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 - — ---- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBc 2o14 s� BUILDING Master Permit No. �1� d 1 — log 6 PERMIT APPLICATION Sub Permit No. F-1 BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: V401 Mr, I p 2 S'"' City: Miami Shores County: Miami Dade Zio:3013 j Folio/Parcel#: 11 a 3 P S r D 2 3 b 150 Is the Building Historically Designated:Yes NO >0 Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): k�-t AVr ,s- L i Phone#: Address: I`lII v( / vf- (VZSL City: ' ('!^4�+G State: 9C Zip:3?1 04- Tenant/Lessee Tenant/Lessee Name: Phone#: Email: ,,,A n K CONTRACTOR:Company Name: GL(�. (L.l�O�-'Ll Phone#: Z 3 k ` Address: lZ Zi S. /2 City: State: CL Zip: Qualifier ame: Phone#: State Certification or Registration#: C'(�� 1 �-f`Ss� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �Dy Square/Linear Footage of Work: 3.40() Type of Work: ❑ Addition ❑ Alteration ❑ New epair/Replace ❑ Demolition Description of Work: •� Specify color of color thru tile: r� Submittal Fee$ �Q Qa 14 Permit Fee$ 52,S CCF$ 1,5 ~= CO/CC$ Scanning Fee$ Radon Fee$ `'T b O DBPR$ Notary$ Technology Fee$ 2-C) Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ �,..G )W . ev TOTAL FEE NOW DUE$ �nJ _-7 (Revised02/24/2014) 855 .7� Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature e ' -� 644v& Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day off� S�AP,-) L 20 1` by 2(Z day of ��f l 20 1 by (4bJ-G9w C�^uu�l1 ,who is personally known to ufr+ ce"'Vh44, who is personally known to me or who has produced E-f-.l✓ Ir' SeyiSe as me or who has produced 1 Vi f-5 Ce as identification and h did take an oath. identification and who did ke an oath. NOTAR PUBLI NOTARY PUBLI : Sign: © Sign: Print: r e L' 1. Print: rC P-5 alb-o-"w�, MERCEDES MARTINEZ S MERCEDES MARTINEZ �Nleft# io c� p"y public-�e o1 Florida :°�''`�p°B%�; Notary Public-Slate o1 Florida ,o • Commission I FF 216271 • _ Commission 0 FF 216271. My Comm.Expires Apr NAE ::,y . �� M Comm.Expires Apr 1,2019 * � r �** Aifii `Id�i1f!�*+x�xa� i'9H. *� *�* �-P*Ians �APRRQV.ED BY Examiner Zoning Structural Review Clerk (Revised02/24/2014) " ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Q 2011 ! ` Florida Building Code 5th Edition(2014) Uff1 High-Velocity Hurricane Zone Uniform Permit Application Fo 1 ARAL 1 1 Section A(General Information) 1 Master Permit No. Process No. 1 Contractor's Name Job Address Nty 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile /1!1 Mortar/Adhesive S t•l+iles• 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wooi Shingles/Shake*0• 1 ❑ Prescriptive BUR-RAS 150 *00:00 0 ROOF TYPE 0"'•• ' .0.. .. ❑ New roof ❑ Repair 13 Maintenance —1117 Reroofing •••:0•❑ R"VgMg •0 0•. ROOF SYSTEM INFORMATION • .00.0. 0000 0000. Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF)L"D Total(SFIM,) •'•"0 •0.0'; % 0.... 0000.. Section B(Roof Plan) ••••• .. . ... 0 0 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow draines.Mude 1 dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. i . 1 1 1 1 1 1 `Q 1 1 1 IV i t� 1 c 1 1 PERMIT 1 is 1 1 APPROVED 1 ZONING DE 1 1 BLDG DEPT FEDERAL SUBJECT 1.0 CCtijpL,1PNCE wTTM ALL STATE A �ddr� r r(UL. S AND REGULATIONS IQ ING,5th EDITION(2014) 15.37 8 I 11 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. yy .t Flori L High Velocity Hurricane,neiZoneUn farm Peron 2010 mit Application Form Section D Stee Sio ed Roof S stem Roof System Manufacturer: � 1 Product Approval Number: Minimum Design Wind Pr res,If Applicable(From RAS 127 or Calculations); Pi: L. 2 P2: P3: Lf Maximum Design Pressure Product Approval Specific System: •••• Method of Tile Attachment: e ... . .... ...... Ste doped System Descrition .. .. .... .... .. Deck Type: �/ ....:. PY �� ... Roo€5lape: TYPO Underlayment: 0 0 Insulation: Fire Barrier: Ridge Ventilation? 7 Fastener Type&Spacing: Adhesive Type: Type Cap Sheet: .� I-at Mean Roof Height: f� Roof Covering: TYPO&Size Drips Edge: E;a�z- Florida ing de Edition High Velocity Hurricane Zone Uniform Permit 2l]10 Application Form Section E i(e Calculations For Moment based the systems,choose either Method 7 or 2.Compare the values for Mr with the values from Mt.If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method Is acceptable. - od 1 " ent Based Tile Cal lations Per RAS 727" {Pz: `x 2 f s' �' ='Mr, Product Approval M, Q (P,: , x - s' 'M ' product Approval M, - M9. -M Product Approval M, r Method 2 "Simplified Tile Calculation Per Table Below,, 'fees 6696:6 Required Moment of Resistance{M,}From Table Below Product Appr00a!Lk ...... ...• ..•.•. M Re aired Moment Resistance* ••0 0 0 0 0 Mean Roof Height--;r 0 0 Roo---f Sipe 15' 0 :0000: 2:12 20. 25' 30'. 0 000 40' i iso 66:990 34.4 $6.5 38.2 ••• 0.000 3:12 32.2 34.4 39.7 0 212.2 •••� 0000•• 4:12 30.4 368 37.4 00089.8 • •0 5:12 32.2 33.8 35.1 : 87.3 . • ••00:0 28.4 30.1 31.6 '0" 712 26.4 28.fl 29.4 30.5 • 0 4.9 • . i••••: 24.4 25,9 X2.4 •.: 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3.Compare the values for P with the values for F,.If the l='values are greater than or equal to the F,values,for each area of the roof,then the We attachment method is acceptable, Method 3"uplift Based Tile Calculations Per RAS 127" {Pz: x 7: _ _.....x cos t=rt_ Product Approval F _x w:_ W:^„x cos o: F MP3 x 1: x w:a W: =-= ____ Product Approval P -`a- -x cos 0 �F„- Product Approval P DescriptionWhere to Obtain Information Symbol Wh-ere to fled Des(gn Pressure P1 or P2 or P3 RAS 127 Table t or by an engineering analysis prepared by PE based on ASCE 7 Mean Root Hes ht H Job Site Root Slope a Jab Sita Aerodynamic Multiplier Restoring Moment due to Graylty M Product Approvai Attachment Res stance ° Product Approval Required Moment ReM,s(stance Praducl Approval Minimum Altachmem Raslslanoe F Calculaled Required uplift Raslstance 1= Product �at Average Talo Weight W caloulated Protluct Approval Tile dim 1 m length All caJoulations Dimensions �y Width Product Approval must be submitted to the 8ufitling 0111clal at he time of unit appLcation. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) MICONTR DE COUNTY BOARD AND CODE ADMINISTRATION DIVISION PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 20$ Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE pA T(786)315-2590 F(786)315-2599 BoralRoofing,LLC w�+'w.miamidade anti,/Qconnmv 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)! • 0000 . . 0000 000000 This NOA shall not be valid after the expiration date stated below. The Miami-Dade County product Cortt�gi Section • (In Miami Dade County) '••• and/or the AHJ(in areas other than Miami Dade County)reserve ig jWt to have this 0••••0 product or material tested for quality assurance purposes. If this product or material fails to pgrfgrm in th acrepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediat 8oke,r$04,•or .....• suspend the use of such product or material within their jurisdiction. RER reserves the ri t.V r if it is determined by Miami-Dade County Product Control Section that this product or mateli�Lfa](s to meeRK�e •••• �LtD.re�oke this�eoeptanca, • requirements of the applicable building code. •••••• This product is approved as described herein,and has been designed to comply with the Florida Baildin •• including the High Velocity Hurricane Zone of the Florida Building Code. •.• gCode• .••••. . 0000.. DESCRIPTION: Saxony 900 Concrete Roof Tile •• 0000•• • LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and followin statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. g RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no chan in the applicable building code negatively affecting the performance of this product. ge TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages l through 10. The submitted documentation was reviewed by Alex Tigera. Mil1M6DQDE COUNTY ' fI NOA No.:13-0723.05 Expiration Date: 0 /26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Ca#-- e—�IDi Roofing Sub-Cateaory Roofing Tiles Material—� Concrete Dec9k T`_e' Wood • SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does'not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 0000 2• PRODUCT DESCRIPTION0000• an . 0000.. ufactured h� .. . 0000 Test 000000 0000 00.6.. AM licant Dimensions ..F�oduct SAecif!cations D6soriptian•• •••••• Saxony 900-Slate I= 17" - r____�--_• • TAS 112 Flat profile,interl�cZcIn ,hi •r•sure ••••• W= 13" g �:p �S thickness= 1-5/32" extruded concrete+�eNtile equjZg(dCwith two nail holes. pr ilii';ct deck or battened nail-on,mortar;Tet OT a$hesive set Saxony 900-Split17 applications. •••••• 1= Shake TAS 112 Flat profile,interlttk ng,high'-pra6su*re •••••• w I3" thickness= 1-9/32" extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications..Top surface available in 4 different configurations: 1- Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed Saxony 900-Shake4. No brush 1— 17 W= 13" TAS 112 Flat profile, interlocking,high-pressure thicknesss= I-9/32" extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail-on,mortar'set or adhesive set Trim Pieces applications. Length:varies applications. Width:Width:varies Accessory trim,boosted Barcelona,concrete varying thickness roof pieces for use at hips,rakes,ridges and valley terminations manufactured for each tile profile. MEMO1''''' ' NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test--` mn—le, Test Identifier Tit Name/Re Redland Technologies ort ate 7161-03 Static Uplift Testing Dec. ]991 The Center for Applied Appendix III TAS 102&TAS 102(A) 94-084 Engineering,Inc. Static Uplift Testing May1994 The Center for Applied TAS 101 (Mortar Set) Engineering,Inc, 94-060A Static Uplift Testing March 1994 The Center for Applied TAS 101 (Adhesive Set) ' Engineering,Inc. 25-7183-6 Static Uplift Testing .•g•1 Fe TAS 102 b.1915. ....�. (2 Quik-Drive Screws • The Center for AppliedDirect Deck) ***:a* • Engineering,Inc. 25-7183-5 Static Uplift Testing .... Feb!1'9�95• •••• TAS 102 '....' ; ..' ..... Quik-Drive Screws, . •••••• •••• •+••• The Center for Applied Battens) •• •• •••• •.. Engineering,Inc. 25-7214-1 Static Uplift Testing •�•••• • TAS 102 . vlarc , 1995 •••��• (i Quik-DriveScrew, ' . • •••••• The Center for Applied Direct Deck) go ' "' ' ` Engineering,Inc. 25-7214-5 Static Uplift Testing March 1995• TAS 102 (1 Quik-Drive Screw, Redland Technologies 7161-03Wind Tunnel Testing Dec. 1991 Battens) Redland Technologies Appendix II TAS 108(Nail-On) g Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug, 1994 P0631-01 Redland Technologies (Nail-On) TAS 108 g Wind Tunnel Testing July 1994 Redland TechnologiesTAS 108(Mortar Set) P0402 Withdrawal Resistance Testing of screw vs.smooth Sept. 1993 The Center for Applied Project No.307025 shank nails Engineering,Inc. Wind Driven Rain Oct. 1994 Atlanta Testing& Test#MDC-77 TAS 100 Engineering,Inc. R1.894 Physical Properties R2.894 TAS 112 Aug. ]994 Celotex Corporation 83.894 Testing Service 520109-1 Static Uplift Testing Dec. 1998 Celotex Corporation 520111-4 TAS 101 Testing Service 520191-1 Static Uplift Testing March 1999 TAS 101 PAfAIMI•DApE COUNTY NOA No.:13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering,Inc. Evaluation Calculations Walker Engineering,Inc. Evaluation Calculations 25-7094 February I996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 25-7584 December 1996 25-7804b-8 25-7804-4&5 Walker Engineering, Inc. Evaluation Calculations 25 -71936 Walker Engineering,Inc, Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Aerodynamic Multipliers January 2007 Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc, ERestoring System Calculations g Moments Due to February 2007 Nutting Engineers 130 Gravity TAS 1 t 2 January 2007 �. LIMITATIONS •••• 3.X Fire classification isnot part of this acceptance, •• •••••• 3.2 For mortar or adhesive set thea •• •••• • applications, a static field uplift test shall be per • TAS 106. •• ••• •••• •••••• •�o�r�ngd in accordance with 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laborat0 V000:••••• in accordance with TAS 112, appendix `A'. I%IQ perform cjum-terly testi ••• Compliance O�cefor review. pp Such testing shall be submittgdt9 the Btiwiw Coddb••• 3.4 Minimum underla yments shall be in compliance with the applicable Roo ,4+ •• see* ••• •••••• section 4.1 herein. pp g Mk ions Standards listed •. 0 *60000 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to•the jtpf slops 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. n t ' NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4• INSTALLATION 4.1 Saxony 900(Slate, Shake&Split Shake) Concrete Roof Tile and its components shat( 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(Ibf) Saxony 900 Length-1 (ft) Width-w(ft) Slate Shake&S lit Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -X(ft)Tile .... Profile Batten).(ft) • '600X(ft r••• ••• MonierLifetile Saxony 900 Application DirecClack •• ,•• Slate, Shake&S lit Shake 0.289 ...:.. 0.313 . •• •••• .. Table 3: Restoring Moments due to Gravity •+•• •• •� •• Tile 2•':12" 3,,,12„ tY-My {ft-[bf�)..... .... '..• Profile 4`12" • 5":12" .. ... �.*.1 '.. 7':12"or .. Saxony Battens Direct Battens Direct Battens Direct Battens Direct Batten• • • :•irliter ease: • 900 Deck Deck • Slate 7.16 Deck Deck '� DeC�kt $ ins : Deck Direct••••, • 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 lee 6,46 734 Shake& Split Shake MIAMFDADE COUhtTY M�IU�' ' NOA No.:13-0723.05 Expiration bate: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nall-On Systems Tile Fastener Type . Profile Direct Deck Direct Deck Battens (min 15/32" (min. 19132" Saxony 900 plywood) plywood) Slate, Shake&Split 2-1 od Rin Shank Nails 30.9 Shake p 1-10d Smooth or Screw Shank Nail 38.1 17.2 2-10d Smooth or Screw Shank Nails 7.3 9.8 4.9 1 .#8 Screw 14.0 18.8 7.4 2.0 Screws 30.8 -- - 18.2 1-10d Smooth or Screw Shank Nail (Field 51.7 51.7 24.4 Cll 24.3 24.3 24.2 1-10d Smooth yr Screw Shank all(Eave 19.0 Cli19.0 22.1 2-10d Smooth or Screw Shank Nails(Fleld 35.8 Cli 35.5 34.8 2-10d Smooth or Screw Shank Naifs(Eave 31 g Cii 31.9 ... 32.2 . . .. see Table 5: Attachment Resistance Expressed as a Moment M• so sees • a for Two Patty Adhesive Set Systems 0000.. •• 00 • Tile :• 00• Profile Tile Application • .::gym A:t�rJt�ent .. .. MonierLifetile Saxony goo .....liesistAMCA see*@ Slate, Shake&Split Shake Adhesive •• ••s 1 ent a rovai for installation re uirements. •o•• See manufactures com on31.3 • '• 2 Dow Chemical TlieBond Average weight per patty 13.9 grams. Pol foam Product Inc.Average wei ht er aft 8 rams. • • • • eels Goo 0 Table f3: Attachment Resistance Expressed as a Moment•Mf(ft-ibf) •• for Single Patty Adhesive Set Systems Tile Tile Application Profile Minimum Attachment MonierLifetile Saxony 900 Resistance Slate, Shake& Split Shake Pol oam Pol Pro TM 3 Lar a add lacement of 45 ol ProTMoam Pol Pro TM 40.4 rams of P 4 Medium add lacement of 24 rams of Polyp 40.4 Table 7: Attachment Resistance Expressed as a Moment.Mf(ft-Ibf) for Mortar Set Systems Tile Tile Profile Minimum Attachment MonierLifetile Saxony 900 Application Resistance Slate, Shake& Split Shake Mortar Set 43.9 5. Tile-Tite Roof Tile Mortar hilAMbDADE COUNTY NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5• LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved'. go LABEL FOR SAXONY 900 TILES(LAKE WALES FL PLANT LOCATED UNDERNEATH TILE } 6• BUILDING PERMIT,REQUIREMENTS 6.1 Application for building permit shall be accompanied b copies of the followi 6.1.1 This Notice ofAcce y P •••• 6.1.2 y ptance. 0000.. An other documents required by the Building Official or applicable.b&Wd • .. . 0000 . Properly evaluate the installation of this system. r9code k4rder to •••• • 0000.. • 0000 .. 0000.. 0000 . .. 00000 .0000. 0000 0000. *see* 0000 0000.. 000000 0 0 . . . . . 000000 0000. . . .0000. .. . •.0 . 00 ,�UUZM=NTY M[AM[•Dgpou NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 PROFILE DRAWINGS NAIL HOLES 0 _000__0 1-5/32"(Slate) 17" •••• . . 0000 0000.. . . �U7ERLOCK6- 13 " • 0000.. 0000.. 0000 .. 0000 . 09 00.60 0000.. 6.40 0000. 4 44 .. 4900 6090.6 .06694 6 UNDERLOCK • . . . . 0000.. 9.44.. . . 0000.. SAXONY 900— 00 0 egos 0 0 0 0 SLATE •60 EM1•DADE * } N'OA No.:• 13 0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 NAIL HOLES I-9/32"(Shake) t 17" 13 " 6666 . . 6666 6666.. .. 6666 6666... 6666 6666.. Note:Available To • p Surface Finishes •••••• 0060 •• • • • Complete tile brushed ' 6666 . .. 6666. s• Right half brushed • (shown in drawing) "" ""' 7. Left half brushed • .. .. 6666 6666.. 8. No brush ' 6666.. . . . . 696000 6666.. . . .0000. SAXONY goo.SPL1'r SHAKE '' M��D DE COUNTY NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES �,� ,tom• ^.''+`; ^�^,�'• •r 0000,: ,00.00 �`�,•� 4`.�.. �' 1-9/32"(Shake) 17" y �.--'•""�' 0000.. 13" • 0000 0000.. 000000 . . . 0000.. .0000. 0000 . 0000.. . 0000 0000... SAXON'Y 900-SHAKE 0006 .00:..0 ND OF THIS ACCEP .• 0000 0000•• 00.00.. TANCE 0000.... .• 0000 . . . . 000000 0000.... . . 0000.... 0000 0000. . �ao�Fcauw-rr NOA No.:13-0723,05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 til MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES R PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DMSION 11805 SW 26 Street,Room 208 Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA www miamidade ov/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 theaeeepted manner,the manufacturer will incur the expense of such testing and the AHJ may immedialply revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right'to re;oke this; Uptance••'.• if it is determined by Miami-Dade County Product Control Section that this product or matCARfalls to rheef the requirements of the applicable building code. *00000 6 This product is approved as described herein, and has been designed to comply with the Flortct0$ g� ,•••• including the High Velocity Hurricane Zone of the Florida Building Code. ttildinqca� 08.00. 9060 ..... DESCRIPTION: BORAL TileSeal 6 • • •6666• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or to o• t}Z,'slate and following: ci 6 6 ••••.• 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 revises NOA#12-0417.06 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. d=.ML"1;QADE COUNTY NOA No.: 12-1219.01 21z19.o1 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product DiTest Productmensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: • Test_ AEencV •••••• •••• •••••• Test Identifier Test Name/Renort•••:•• Date ••.�•� Underwriters Laboratories,Inc. R 14610 •••• •• • Follow up Service • •DX28/0Z.••• IRT-Arcon,Inc. '••• • 02-012 TAS 103 00:00: ••=8/02'•"'• PRI Asphalt Technologies,Inc. ' NEI-006-02-01 TAS 103 •• •• •*:4/01/02'"::* PRI Asphalt Technologies, Inc. NEI-008-02-01 :00:6:••••• TAS 114 (H) 07!30/02• PRI Construction Materials •" NEI-045-02-01 ASTM D 4798 &ASTM aJSS ; :--08/,08/070:"'`: Technologies,LLC. � • NEI-053-02-01 ASTM D 4798 &ASTM G 155 05/01/08 NEI-076-02-01 TAS 103 /ASTM D4798 02/14/11 CK,A�MI;RECOUNTY NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. ease Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanicallyj%tened AtorTile, Metal Roofing, Wood Shake&Shingles, and Asphaltic Shingle asseiA lies sees e 6 0 666.06 .966 0469.6 969696 6 :do**: 666666 . . • . 6666 . 666. 6 . ..60.9 666. 66 .6... .. 9 • 6.. 6666 9.6.9. 9 .49696 6 • . . . 6 ....0. 646066 6 • • 0 0 699066 69 6 666 6 6 6 006 MIAMLt4I E COUNTY NOA No.: 12-1219.01 • Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 3 of 4 LIMITATIONS: I. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance•-W ORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Juri�dictionB •(YtI'IJ) or t%—:9 • Miami-Dade County Product Control Department for approval provided that appPvpri?te docuVehtation is provided to detail compatibility of the products,wind uplift resistance, and fire testing fetti=tS' Goo: •" '0000 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten an loo;•eckin y as�r.� g panels. Swelp"* the deck thoroughly to remove any dust and debris prior to application. • 11. When applying the membrane in the valley, start at the low point and work to the hi eGee* •• ollin .f • Soso* •••• �P �'= g. •iLembratiis:..' from the center outward in both directions. For ridge applications, center the membrdit add roll fram fhe center**: outward in both directions. •• • 12. Roll or broom the entire membrane surface so as to have 100%contact with the surfac • • . . . . ...... giving spec saI'at{ention:o overlap areas. 0 • 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Produd�Control • Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MIAMI•DADE COUNTY END OF THIS ACCEPTANCE MIAM4DADECOUNTY NOA No.: 12-1219.01 Expiration p ation Date: 07/31/17 Approval Date: 01/10/13 Page 4 of 4 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA) Miami,Florida 33175-2 T(786)315-2590 F(786)315-2599599 ICP Adhesives and Sealants,Inc. +Wmta ndade gov/economy 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 RER-Product Control Section t used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). o be This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Sec (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have thisproduct or material tested for quality assuranceroducttion manufacturer will incur the expense ofs ch testing this dpthe AHJ mayor timmediately diat lyfails to revoke, modify,erfi�rm in actor sus end Chhe of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it determined by Miami-Dade County Product Control Section that this product or material r suspend the use of the applicable building code. p e Is al fails to meet tbea'equirements This product is approved as described herein, and has been designed to comply wiees th•t'he Florida•l2uil7ing •••e•0• including the High Velocity Hurricane Zone of the Florida Building Code. 000:00 0000 . .• .. Co. d 0::::*0.0000 . DESCRIPTION:ICP Adhesives Pol set®AH-160 :0000: Y "" .. 0000 . 00 00000 LABELING: Each unit shall bear a e """ 000000 "" ""'0 Permanent label with the manufacturer's name or 18 o ci• 0 statement: "Miami-Dade County "" """ Product Control Approved" g '� state alld following.' 0000. unless otherwise noted herein. � **sees se RENEWAL of this NOA shall be considered after a renewal application has been filed a e •:0,0:0 `••• • in the applicable building code negatively affecting the performance of this product. has cha�ige... TERMINATION of this NOA will occur after the expiration date or if there has been a revision materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an product, sales, advertising or any other purposes shall automatically terminate this NOA. Failure to co or change in the this NOA shall be cause for termination and removal of NOA. comply with any section of Y p , for ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida an d fo expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then itlshalld by the in its entirety. ' be done INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer shall be available for inspection at the job site at the request of the Building Official. or its distributors and This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMPDADE COUNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset"AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as describe in this Notice of Acceptance.For the locations where the designd building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing pressure requirements, as determined by applicable Application Standard RAS 127. For use with approved flat,low,and high profile roof the systems using ICP Adhesives Polyset®AH-160. g g PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description ICP Adhesives Specifications Polyset®AH-160 NSA TAS 101 Two com onent of p p Yurethane foam adhesive ICP Adhesives Foam N/A Dispenser RTF1000 Dispensing Equipment ICP Adhesives ProPack® N/A •• . . sees sees.. 30& 100 Dispensing Equipment• •••• • sees.. sees sees.. sees.. so .sees. BY OTHERS: PRODUCTS MANUFACTURED •see ' e 0 ' sees . ..' sees. Any Miami-Dade County product Control Accepted Roof Tile Assembly having a current NUA which li•••• •e•e• resistance values with the use of ICP Adhesives Pol set® e • . sees sees.. Y AH-160 roof the adhesive. st%ttachment e sees.. MANUFACTURING LOCATION: . sees.. Tomball,TX. s• • ••• • PHYSICAL PROPERTIES: Property Test Density Results Compressive Strength ASTM D 1622 1.6 lbs./ft.3 ASTM D 1621 18 PSI Parallel to rise Tensile Strength 12 PSI Perpendicular to rise Water Absorption ASTM D 1623 28 PSI Parallel to rise Moisture Vapor Transmission ASTM D 2127 0.08 Lbs./Ft2 Dimensional Stability ASTM E 96 3.1 Perm/Inch ASTM D 2126 +0.07% Volume Change @-40-F.,2 weeks +6.0%Volume Change @1580F., 100%Humidity,2 Closed Cell Content weeks ASTM D Note: The physical properties listed above are present86°/ ed as accepted ASTM test methods and are subject to normalmanufa manufacturing va iationtermined by %AM=%;UADEC0UNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Ama Test Identifier Center for Applied Engineering Test Name/Report Date #94-060 TAS 101 04/08/94 257818-IPA TAS 101 25-7438-312/16/96 SSTD 11-93 25-7438-4 10/25/95 25-7438-7 SSTD 11-93 25-7492SSTD 11-93 11/02/95 Miles Laboratories 12/12/95 Polymers Division NB-589-631 ASTM D 1623 02/01/94 Ramtech Laboratories,Inc. 9637-92 ASTM E 108 Southwest Research Institute 04/30/93 01-6743-011 ASTM E 108 01-6739-062b[l] ASTM E 84 11/16/94 Trinity Engineering 01/16/95 7050.02.96-1 14 TAS 1 P36700.04.12 ASTM 11623 03/14/96 P39740.02.12 TAS 101 AkI8/12 TAS 123 � 'A�laf/12 •••••• Celotex Corp.Testing Services 528454-2-1 TAS 101 ...:.. •. 528454-9-1 l 083/98 ...... 528454-10-1 520109-1 �� 0 TAS 101 ...... .... ..... 520109-2 ':VrDt98 ...... 520109-3 ...... 520109-6 ' . . . . ...... 606096 520109-7 000 0 :0000: 520191-1 "• • 0000 • 520109-2-1 TAS 101 03/ 2'/ 9 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Ass 2. ICP Adhesives Polyset®AH-160 shall solely be used with flat, low, &high tile profiles, for fire rating. 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 si with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with•the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 3 of 11 INSTALLATION: L ICP Adhesives Polyset®AH-160 may be used with any roof the 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 an Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authorityhaving jurisdiction. g 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A"component and the "B"component shall be maintained betty 1.0-1.15 (A): 1.0(B), pp anon een 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Pol set® Y AH-160 shall not be exposed permanently to sunlight. . • 8. Tiles must be adhered in freshly applied adhesive. Tile must be setithin 1 to 2 miri'lfltss**�{ter ICS A esi • olyseto AH-160 has been dispensed. .....' 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in•actew lance with 7112 •••••• 'Placement Details'herein. ' ' ' ' Each generic the profile re P quires the specific ' P placement�vi�d�erein..•••'. ••••• .. .. .... ...... . . . . ...... MIAMI•DADE COUNTY �♦1 NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Eave Course-Flat,Low,High Area Weight Profiles All Eave Course 17-23 sq.inches Flat,Low,High Profiles 45-65 #1 17-23 sq. inches Flat Profile #2 45-65 Low Profile 10-12 sq. inches 30 #2 12-14 sq. inches High Profile 30 #2 Flat,Low,H 17-19 sq. inches igh Profiles #3 30 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at Two-Piece Barrel(Cap Tile) overlap Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each Two Piece Barrel(Pan Tile) Two Piece bead 65-70 sq, inches 34 grams under pan LABELING: •••• 'sees0000.0 ••••• • e00 All approved products listed herein shall be labeled and shall bear the imprint or identifiable mit&ng of tfit•e *Geese moved"or tPie Miami~. manufacturer's name or logo and following statement: "Miami Dade County product Contro} • Dade County Product Control Seal as shown below. ...: .see .. • • . . s 0000 . .. 0000. MIAMI-DADE COUNTY • • ...� •e0e0• sees Goose C • • • • •• •• •e•• sees:• .BUILDING PERMIT REQUIREMENTS: """ 0 • As required by the Building Official or applicable building code in order to properly evaluate e 0000 • 0000.. e sys em. `tbein�tallation.of this 00 MIAMI•DADE COUNTY '�Ulwylwi ' NOA No.: 16- 0315.01 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 st3� � t �ad�(ypq ,\ FlaVLow Profile Tile I. 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 underly ) am add yment positioned as shown, under the strengthening rib closest to the overlock Omni ftwww • of the tile being set, 2. Continue in same manner.Insure approximately 17 (109.7 cm2 z —23 (148.4 cm)square inch adhesive contact with the underside of the tile. WE Nall • Medium Profile/ Double Pan Tile 1. Starting at the eave course,a (50.8 mm)x 10" 254 apply a minimum 2" ( mm)x 1"(25.4 mm)foam paddy onto the underla yment positiofied,a�shown under the pan portion of the.tile closast•te the • F overlock of the tile beinget• •••• • 2 Wl r R • ...... •••• •••••• aF '-� 2. Continue in same manta • f' fit"1$9ure app!olimately j-67 .. (109.7 cm2 23 148.4 cm�-squaraux2tdhesiy�.•• contact with the underside Qf1he tile. • ' tit� t — v,�,��°^�Fast �••�•� • •• t�` •`6 a g ra, but$ High Profile/Single Pan Tile • • I. 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 underla ) yment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. sato" g 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. in- a c MIAMI•DADE COUNTY sup NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL##2 Men Flat/Low Profile Tile 4 1. Starting at the eave course,apply a minimum 2" mm)x 10"(254 mm)x 1" 25.4 m (50.8 onto the underlayment ( m)foam paddy positioned as shown under the strengthening rib of the tile closest to the overlock of ard"Al the tile being set. Insure approximately 17(109.7 cm2) 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. �AZNI- l ani 2. At the second course,apply a minimum 2"(50.8mm) a x 7"(177.8 mm)x 1"(25.4 min)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12 (77.4 cm2)square inch adhesive contact with the underside of the tile. .�h ks�atir a� • • Medium Profile/Double PA T41e• sees ••••••• 4'�ers i�cHl •• • •.•• • Starting •••••• •••• •••••• a� gat the eave course, a minimam 2"(50.$ • ' mm)x 10"(254 mm)x 1' (ZU mm)foam paddy •••• onto the underlaymentpositioiea as shvwit tinder tlfe•:'•. a a � pan portion of the tile closes otothe ovetfdff of the••••• . �- tile being set. Insure apprcrdn ately 17(?09.7 cm2) ••• • � :" fig optional 23 (148.4 cm2)square incl:IdUrve con tact with thg••„• underside of the tile. see • ”'Qi. . . •.• • • � i 2. At the second course,apply . a minimum 2"rid.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) MIAM4DADE CQUNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) it + r1�• TII High Profile/Single Pan Tile a 4N l 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 � 1 tile being set. Insure approximately 17(109.7 cm2)— u 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. w rig CMMMM� 2. At the second course, apply a minimum 2" 50.8 �• ++ x 7"(177.8 mm x 1" ( �) (25.4 mm) foam paddy onto the joy. underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2) - 19(122.6 cm2)square inch adhesive contact with the underside of the tile. . . .... ...... ...... .... ...... ...... • .... ...... ..... . . ...... • ••000 •• •• •••• •••••• •••••• • • • • • • 0.000• 0000•• • • • •0000• 1K -AQE --COUNTY ""' ► NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 �a Pb�s is m•at 1. On the eave course only,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown under Chili the strengthening rill for flat the or under the pan 4X4hLportion of the tile for low or high profile tile closest � ., to the overlock of the tile being set.Leave dy approximately 4" (101.6 mm)up from the eave 2X4edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure ao approximately 17-23 in'(109.7-148.4 cmz)of adhesive contact with the underside of thei t le 2. Apply a 4" (101.6 mm)x 4" (101.6 rnm)x 1" (25.4 FTat,FL wpj0 tieTiie mm)foam paddy onto the underlayment just below the second course line positioned foam paddy €tluaughpr•s kement �glewdymwertu, under the strengthening rib for flat tile, or under the (whenr��' pan portion of the tile,closest to the underlock for Pa�lydb• enty the second course tile to be installed. Insure /Pad $1 approximately 8-9 in'(51.6-58.1 cxii ae adhesive contact with the and wsido.of the tile!•. ••••:• ...... .... ...... (Instructions continued ohVel-?�age) :...•: zfiL �Ljapaa® •••••• �•• •• • • 10 2 •••••• Eave!Cauase • • • • • Fasda go Medium imfIiiaTiie •• M DE COUNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 ems: (19 mm)paddy on top of the eave course tile f nm.drMaj 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. sxs In. Install second course of tile. Insure approximately Skjoe ;' 9(58.1 cm2)- 11 (71 cm2)square inch adhesive $ac4tW, - contact with the underside of the tile at he overlap and 7(45.2 cm2)-9 (58.1 cm2) square inch adhesive contact with the underside of the tile at Ewec the head of the rile. Continue in same manner. 1019: 2hL Ewe dowre Ddp edge l�i�t�rc�lYbc�Tfln . . .••• ••••.• ..•••• .•.• •..•.• •. •. .••• •••••. • . . . • •...•• MIAMI•DADE COUNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile t)p)ec$"ouahadheWwetaechieve65to70sqyn, s 1. Starting at the eave course apply)n contact with the pan tile, t"R Pitch apRRcations , pp y a minimum 2" 3)Turn covers upstdedown.Place adhosira (whenrequirad) (50.8 m)x 10"(254 mm)x 1"(25.4 mm)foam to?in.front*ut$Jdaeas,e,oi avgrtile. to m paddy onto the underlayment positioned as 1e'9'*`ura20to shown under two adjacent pan tiles. Support eave 7S s4.in.contact area, tiles from rocking until adhesive has a chance to r►deriayment �, cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside eaveciosure Sheathing of the pan tile. jmotar shown) Weephols 3. Turn.covers upside down exposing the underside res`)"gOH1� of the tile.Apply a minimum 1" (25.4 mm)x 10" Remove top (254 mm)bead of adhesive direct?y ow the inner ppoportion fPonanrsetovertile.Abuttosecondworseof panures,Ensure.ea reendotpanandc.verts)esOreflush ateavefine. edge of each side 3f d cover tife •••••• Leve e approximately 3/4"a 9•mm) to,J'&j25.4 nur ••• Two Piece.Barrel-High Profile Ti[e • from the outside e�ig�p1$he tile,h4vard,free of foam to allow for eylaq&ion. :Go**: e e 4. Turn cover tile over.af4anfoam is,applied anti•'••• place onto pan tile"Urge.Insurd'a ftnimun'i tl* • 20(129 cm2)-25(;115'1;3 tm2)squafe inch '. contact area on each side of the6we;4ile to Elie••• pan tile. Continue;n same manner.T V• •e any cured exposed foam adhesive.Pr ng of • longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 nun)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE MIAMMADE COUNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 11 of 11 SNueES i mi shores Village IVI a miles 11" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 9 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# \F ` DATE: INSPECTION AFFIDAVIT I Alain Gonzalez licensed as a(n)Contractor/Engineer/Architect, (Print name and drde License Type) FS 468 Building Inspector License#: CCC 1325556-= On or about , I did personally inspect the roof deck nailing and (Date 8 time) Secondary water barrier work at I'( 0( MF, ty 2 5-4- (Complete --(Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Swornto and subscribed before me this day of / ll HANNA FADUL Notary Public-State of Florida Notary Public, Sate of Florida at Large r _• ° Commission#FF 968141 3 iFOFF�OPOMy Comm.Expires Apr 30,2020 �,.. �` Bonded through National Notary Assn. *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 512112009 "k- Florida International Engineering and Testing Lab LLC FoleEs 6175 NW 167 Street,Miami, FL 33015 Telephone: (305)378-1991-Fax: (305)378-1997 FLORIDA INTERNATIONAL ENGINEERING& TESTING LAB,LLC Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- p SITE SPECIFIC INFORMATION Owner's Name: /�e0L0 a ?" 6&..//-a—= Job Address: A&! O ~ Roofing Contractor: es l Permit Number: — - 4 Type of Tile:By R,*f — f—®--sc-[ Approximate Roof Height: /2--feet Slope: Approximate Square Footage: ® ft, Type of Access to Roof: o'*' Ladder Other Required Testing F rce: 35 lbs. Testing Equipment: F.G. . 100x Shim o Instrument Date Installed: X124IR Date of Inspection: / /3 TEST RESULTS P=PASS,F=FAIL Test Test Test Test Test Location P or F Location P or F Location P or F Location P or F Location Por F 1 21 41 PA 61 AA 81 2 22 1 1 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 1 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 1 74 94 15 35 55 75 95 16 36 56 76 96 17 r 37 57 77 97 18 38 58 78 1 98 19 39 59 79 1 99 20 40 1 60 80 1 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft RESPECTFULLY SUBMITTED BY: Area Units or ftZ No.of Tests Perimeter I,Doe2 Field 00 / �� ��� \� Corners Hips&Ridges Qp jr Vinayagar M.Balakrishnan V r State of Florida Lie#63107 FLORIDA INTERNATIONAL ENGINEERING VESTING LAB, LLC Job Address Contractor: II�� �p►L� f'��O't l�� Sketch of Roof (NTS) �ldk El VIA Aar top .462 p KN9 1111465P 10 Notes