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RF-13-1083 • 7 z Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-191639 Permit Number: RF-5-13-1083 Scheduled Inspection Date:August 23,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: , Work Classification: Tile/Flat Job Address:638 NE 97 Street Miami Shores, FL 33138- Phone Number (305)606-3635 Parcel Number 1132060171660 Project: <NONE> Contractor: LAURUS MANAGEMENT CORP Phone: (786)338-0440 Building Department Comments RE-ROOF FLAT AND TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed i i Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 22,2013 For Inspections please call: (305)762-4949 Page 7 of 23 r t AC132 Engineering Inc. 8/20/2013 Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax:954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 N.E. 2nd Avenue, Miami Shores, FL 33138 Client: LMC Roofing Test Date:8/20/2013 Permit#RF-5-13-1083 Sarmiento Residence Property Address: 638 NE 97 Street,Miami Shores,Fl Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 30.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 12.00 sq 12 As per FBC 2010 Passed Field Area: 18.00 sq 18 As per FBC 2010 Passed No.of Corner: 11 11 As per FBC 2010 Passed Ridge Areas: 196 pcs 16 As per FBC 2010 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attache a Roof Sketch for this project. Cordially, AC62 n r' Inc. (NOA 09-1005.01) Antonio do, PE Fla. Reg. o: 36466 S/2,01P6 a ACB2 Engineering Inc. En-in , , " g and Lkw#ay Services 5230 NE IeAvow Fort Florida 33334 Phone: (954)245-5976 Fax: (954)301=7776 I �! ri f � z .i INSURANCE- - -jO2Ji�Y142?013 CERTIU%T.E OF LIABILITY onli and wMen no fOts pr air: Lion Insurance company This certificate is Issued as a matter of information upon*a certificate Holder. This cergfftab does not amend,extend or after 2739 U.S. Highway 19 N. the coverage afforded by the poliCks below- Holiday,FL 34691 insurers Affordog Co„ NMC (727)938-5562 1 - - kmuwjk Lion DMIance COMMM Insure& South East Personnel Leasing, Inc. &Subsidiaries 1..,6'. 2739 U.S. Highway 19 N. Insume: Holiday,FL 34691 insurer 0: a Insum E: Coverages TFft irtwed to m,�-1 TU7777 IN-Kaq perw'j 7777 11-31""'J" ths,owale may r,&,j FO—WE5051110"ode Limits Type of Insurance Policy Number Date LIP NSRD (MMIWNY) MENERALLIMUTY I I E Commercial General Liability Claims Made [:] occur NI-JF,r. Persons)Adw Ir*Oy aggregate Rnit applies per. P,,,j�j [3 LO;- ..TOMOBILE LIMMTY :EA Avy Atgcj 8-eflvyr' AD Cwed Aoms 1prif P•fs'W Scr*ddedAWS Kf-d AU11(6 ;Far�cuaer EXCEBSIUMORELLA UAMLITY Omff El'Jarm made Aq-,r,'ple WC 71949 01101)2013 01101=4 statw OTM- A Workers Convensallon and X I tVWXY Units ER Employers'Uablifty E.L.Emb Accident Any propletcrOartnedemUtim officethrember excluded? E.L.Olsease-Ea Employee If YO&describe under Special provisions below E.L.Disease-Poky Limb Dater t LJ=Insurance COMPW Is A.M.Owl CAugm"rated A-(Excaftit). A1411#12.616 Descriptions of Operationsqatabons/VotddesnExckmiOm added by DdorsenteMOSPOClal Provisions: CIM M 84-6S-724 Coverage only applies to wive employee(s)of South East Employee Leasing Services,Inc.dud are leased to the follmft-Chert Company": L==manegentertit Corporation dbe LMC Roofing and Inqmcftno Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidwes active en*oy*s) ,v"e working in Florkta. Coverage does not apply to staff"e nployee(s)or hjdqendertt contractors)of the Client Company or any other en*. Begin Date:UOU2013 Marni Shores Village Hall 10050 NE 2nd Avenue Wmig Shores F1 33138 305-795-2207 A . t �s�O1 Miami Shores Village .... Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ASR . Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# F' ✓ °�✓� ' /® DATE: ? - Z2 - 1-3 INSPECTION AFFIDAVIT 1J��.� 9 tv 1 c.%2- licensed as a(n)Contractor/Engineer/Architect, (Print name and circle ucense Type) FS 468 Building Inspector License#: L' C C'_ QT7 1.20 On or about -7 A� / , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at A 1�2 l R66� 1 (Complete Job Site Address) Based upon that exa na' n I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(B d F.S) Signa State of Flori +rte ?'vvol .0 County of Da 4, 01 The undersigne a first duly sw ,deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this `�� day of A 01� Notary Public, Sate of Florida at Large *General,Building,Residential,or Roofing Contractors or any individual cartified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#deafly shown marked on the deck for each inspection Revised on 5/21/2009 CERTIFICATE OF UABILITY INSURANCE 01112SM=2413 0 11 A US 0000 MSWSW%AUMINIMMMUMM M 1. 1 9M EM ft Ave 1w ELUM Un 14M SAN 130 PL MINK t COWMAGM wow TWO t Ma as am=co ww � a WE toA MAnwo AM comonow OF WicHpoucwl Lam atom Y atr . ccM �e Pcelon II1Tl� 6>� Ann cm Lei Y � .r i i i FTooffM Witracsw� fKaodaWkwNivi FNInk to kmAkwo AMM Shares Mgt Hal# 100501dE 2nd Avenue M =MOM Aftrd ShOM Ft 33138 306-796.2207 �� • Miami Nhores Village MCA V Building Department IMAY 16 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 a�®O00 INSPECTION'S PHONE NUMBER: (305)762.4949 00000aooaooe�o�a= FBC 20 15ffl-2 y BUILDING Permit No. —r PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: .31 AIE 97 Y City: Miami Shores County: Miami Dade Folio/Parcel#: f 1 32_06 " ® / ' 1640 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 9a Q tl-O;e Phone#:l /-29S_—` /90 Address: ®® 3 City: Ili flG)x'71 obis State: Zip:� Q Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C�rv-% aka!",W Phone# �°��2'�IV Address: T`7 � B ^� Zi a� City: l I te: P 33� Qualifier Name: s l Z Phone#03010 State Certification or Registration#: i! .0 OS 7,-> ® / Certificate of Competency,#: Contact Phone#:k., SOW Email Address: LOW U).l m LfOaA4 P COM DESIGNER:Architect/Engineer: PboneY �1 P Value of Work for this Permit:$ "I � S q uare Linear Footage of Work: 3 q 0 0 Type of Work: ❑Additio ter Npw )fRepair/Replace ODemolition Description of Work: ® Color thru Cite: Al A 61 r Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ ` Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ J :2 (o, Bonding Company's Name(if applicable) Bond'ng CAany'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 ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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$2500, the applicant must promise in good faith that a co of the notice of commencement and construction lien law brochur ill be delivered to the person whose property is subject to a chment Also, a certified copy of the recorded notice of commenc n must be posted at the job site for the first inspection whit occur even (7) days after the building permit is issued. In t ab ence of such posted notice, the inspection ll of be app an Sion fee will be charged. Signature Signature Owner or Agent The forego!*nj instrument was acknoyolrdged before me this N The foregoin s ent was acknow ed before this V day of ,20 L3,by GYID�// /I'JI/�1J�7> day of ,20�,by �� ,Z who is personally known to me or who has produced who is personall known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB IC: NOTARY PUBLIC: Sign: Si Print: Print: v°'" ��° °"�°,•,, Magaly Fonseca ?`` e ° My Commission Exp' Yet' My CommissionExpir rP ,'C01p�glONEE192081 COMMISSIONEE192081 %°: : EXPIRES:APR.24,2016 °' EXPIRES:APR.24,2016 yV^.AARONNOTARY.tom °y� � ��a°�® ryy�,AARONNoTARY.com s kak�9k�aksksk��k�$ai k�kslaga$asasIa$adj�kA�$a�ka�asIa�s sksas aka,I=sksFs�a/�s$`a�k�akakHa akBs$s3asIask��akaksia$asIas aak�kakzk�ksk$=$ags�:ak�aksksIaSas as�C�akak�aksIaskakS�skak�i=sIask�:ss uak�'3$i�kakak$=aRsk$rsIssaea�eHa APPROVED BY `J Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) OR Ok 28632 P3 42000 QP9) RECORDED 05/16/2013 11:25:16 HARVEY RUVINt CLERK OF COURT NOTICE OF COMMENCEMENT MIAMI-DADE COUNTYP FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION LAST PAGE PERMIT NO. TAX FOLIO NO. ~ STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Space above reserve!for to of recorcong office OE 1.Legal description of property and street/address: 7W re 7V a 12.4 2.Desaript on of improvement: ee ® acre 42 3.Owner(s)name and address: Interest in property: Name and address of fee simple titleholder 4. o or's n dress3� p one n mbar 3 Of ow- 5.Surety:(Payment bond required by own from contractor,If any) Name,address and phone number. Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number. 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number 9.Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the data of recording unless a different date Is spedtled) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatu Df Owners)or o ed Officer/Director/Partner/Manager RV By PrIrtlaml Print Name Tttle/Offioe TRIe/Office STATE OF FLORIDA COUNTY OF MIAMI-DARE ��y0 Th Win e Instrument acknowledged before me this�day of 3 By m n ❑Individually,or ❑as for ❑Personally known,or ❑produced the following type of identifioati Signature of Notary Public: Print Name: (SEAL) SAA1111 o+` rrp M ;} FOiTSeCS VERIFICATION PURSUANT TO SECTION 92,525 FLORiDASTATUTES AN°•" ;COMk!SoiUs; CE992081 Under penalties of perjury,I declare that I have read the foregoing and $% ? 4QEXpIfi:S:dtp'rt.24,2U16 that the facts stated In It are true,to the best of my knowledge and belief. °�;�Po€c °ti wvNj,x%RoNN01ARY.com Signatures ner(s)or Owner(s)'s A orized cer/DI a er who signed above: Ely 123.01-52 PAGES 11W Wina(fdadin ctm $'e Im I - - Tt NYJTNF D aw ao OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553244 F.S. To: -010-Mt villa Re: Owner's Name Properly Address 77/' Roofing Permit Number Dear Building Official: I / certify that I am not required to retrofit the roof to wall connec ' ns of my building because: UThe just valuation for the structure for purposes of ad valorem taxation in less than$300,000.00. U The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1944 SFBC). X Signature of Property Owner 7:)��o/.) ire,, Print Name STATE OF FLORIDA COUNTY OF MIAMI-DARE Sworn to ands ribed before me this day of ."13 (SEAL) ►�►, � M a$aly Fonsec AC0�l�IISSIOnISEE192081 ,h 0 EXPIRES:APR,24,2016 p'KIZ,nPt�o'0o" WW•.J.i;FlktiriN0TAR'Y.com Personally known or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. Miami-Dade My Home Page 1 of 1 oAo No.: 11-3206-017-1660 NE 97 ST fling RAMON SARMIENTO dress: ISTEL Y SARMIENTO 1881 79 ST CAUSEWAY 404 N BAY VILLAGE FL 141- Prope Information: FZone: M SGL FAMILY- 101-2300 SQ LUC: 01 RESIDENTIAL- INGLE FAMILY sBsths IJR SO FT I SHORES SE C 4 PB 15-14 LOT 6& OF7BLK100LOT 75.000 X 130 OR 3-1822 08981 CO7-1588 03 20071 7890-42141111 01 Assessment InfOnnatlon: E11d1n 2012 2011 139 868 121 ue: $188 083 188 e: $325 739 7 87 alue: 5 730 7 87 Exemptlon Infomnation• ear: 1 2012 1 2011 omestead: 1 $25 000 I $0 [2nd Homestead: I YES I NO http://gisims2.miamidade.gov/myhome/propmap-asp 5/15/2013 C-F 4,4, 2 0 13 F<93 3 869 2 OR Bk 29632 P9 4200; (Ips) RECORDED 05/16/2013 11 t25g16 ' ARVEY 'R.UVINi iLERK OF COURT NOTICE OF COMMENCEMENT MIAMI--DADE COUWFY: FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION "..AST ''PAGE PERMIT NO jAX FOLIO NO. STATE OF FLORIDA. COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1.Legal description of property and street/address- 2.Description of improvement: G J1600 3.Ownerls)name and address: S21-amom 0 /.0 z 11 .7 Interest in property: Name and address of fee simple titleholder 4 A 4jonlractor's namppddress an p one number A&Lrj g oe4O W, 5.Surety:(Payment bond required 6y own 4r from contract;r.if any) Name,address and phone number: Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number: 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number: 9.Expiration date of this Notice of Commencement: Ohs expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatug Owners)�r �);mf � A&onzbd Officer/Director/Partner/Manager By N09C By P ri_f n am" C,A/ —tWg,f3L,& Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foy�?,in instrument,)v"acknowle4ged before me this IV day of By rn 0 Individually,or Q as for IJ Personally known,or U produced the following type of identificati Signature of Notary Public: Print Name: (SEAL) Cel VERIFICATION PURSUANT TO SECTION 92.=,FLORIDA STATUTES (.192091 Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true,to the best of my knowledge and belief. signature(PlOwner(s)or Owner(s)'s orized icer/Direcj idn 4&nager who signed above: By 'r r wv V # 123.01•52 PAGE 3 IWO? Or naf Abd In AD ftly Sud HA I_ MOMETSt Smf,oh A I MAY 16 2013 eY.-_. m--msvmaoovo�000 MIAMMUD Miami-Dade County Building Department Electronic Application ME: High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day' Section A(General Information) Master Permit No: Process No: Contractor's Name: LMC ROOFING � �g A q7 5k Job Address: Roof Category Low Slope ❑ Mechanically Fastened Tile [°'Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑bNew R Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Ven acks located on the roof? ❑Yes KNo if yes,what type? ❑ Natural ❑LPGX Roof System information Low slope Steep Sloped area(ft.2) ® } Total(ft.2) a� Section B(Roof Plan) Sketch R !an U levels and sections, roof drains,scuppers,overflow scuppers and overflow drains.Include dimensions pi nd levels,clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width(aj: Corner Size(a'x a'): �r W Q w Um Q � O ® U .� CL W w M ov L > ® tta c O ® i- M O Z.1 < ® 1 V, IZ t _ ly vj�) t section C? MlA6MMft Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Lore Slope Roof System) "Delivering Excellence Every Day" Fill in the specific roof assembly components.If a component Is not required,insert not applicable(Wh)In the text box. ROOF SYSTEM MANUFACTURER: POLG SS USA Top Ply' Product 12-0815.07 POLYGLASS SA P FR Approval (NOA): System Type: E1 Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sear Calculations: SELF ADHERED (P1) Field: -42•$ psf Surfacing: WA 71 SINGLE PLY MEMBRANE: (P2) Perimeters: - psf Single Ply Manufacturer/Type: (123)Comers: -1 Q8.0 pat WA Maximum Design Pressure From NOA: -52.5 psf Single Ply Sheet 1Mdth: WA °112 Sheet Width: Roof Slope: 5 °:12 Roof Mean Height: 12 ft. No.of Single Ply 112 sheets: Wp► Parapet Walls: 0 No ❑Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: WA Deck Type: —5/8"Plywood—__ 0 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: °o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: . 1.Field:ED°o1c®Laps&EI rows °o/c Existing Roof. SAME 2.Perimeter. -o/c @ Laps&El rows -o% Fire Barrier. NA 3.Corner.FLI-o/c @ Laps& rows 10-o/C Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field:ED 2. Perimeter.El 3. Comer: Anchor Sheet Insulation Fastener Type: NA NA Anchor Sheet Fastener/Bonding Material: WOOD NAILER TYPE AND SEE- Insulation Base Layer Size&Thickness: rNAWood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: —EDGE METAL NIA— Edge Size —3"face 26 Insulation Top Top Layer Fastener/Bonding Material: Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE— NA Edge Metal Atlacirment Base Sheet(s)&No.of Ply(s) 1-1/4-RS NAIL @ 4.00 STAGGERED GAF GLASSBASE SHEET&(1)ELASTOI ASE Base Sheet Fastener/Bonding Material: Coping Material:I-SELECT PARAPET-WALL COPING MATERIAL- 1-1/4 RS NAIL&TIN CAP Coping Size; --SELECT COPING METAL SIZE OR THICKNESS—. Ply Sheet(s)&No.of Ply(s): Hook�p Sim: —SELECT COPING METAL HOOK STRIP SIZE- POLYGLASS SA V(1)PLY Parapet Coping Metal Attachment Ply Sheet Fastener/Bonding Material: NA SELF ADHESIVE r r i.()w SLOPE SA MEMBRANE THIS ASSEMBLY CAN BE INSTALLED ON A ROOF DECK WITH A MAXIMUM SLOPE OF.5112 OPTIONAL TIE-IN TO SLOPED ROOF V2 SHEET POLYFLEk SA.P FR POLYFLEX SA P FR ELASTOFLEX SA V FR PLY SHEET EDGE METAL T . WOOD DECK ELASTOBASE SHEET SIMULTANEOUSLY FASTENED OVER A G-2 GLASS BASE SHEET THROUGH THE WOOD DECK Roof Mean Height: 112 Feet Roof Slope: -5/12 (Maximum) Drip Edge: 13" Face - 26 Gauge Galvanized Metal Continuous Cleat: n/a Surfacing: n/a Membrane (Top Ply): Polyglass Polyflex SA-P FR Inter Ply Sheet: Polyglass Elastoflex SAN FR Base Sheet: Elastobase Sheet Simultaneously Fastened Through a G-2 Glass Base Sheet Deck Type:: 5/8" Plywood r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: P—q 1 ® ,h Product Approval Number: I I — C>3 z / , 0 3 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1. 1 ,17'T 132• 1 P3• Z (.®� Maximum Design Pressure Product Approval Specific System: 3 '9•-7 Method of Tile Attachment: @ + do e' Steep Sloped System Description Dock Type: /g ,° P L0004 Roof Slope: Underlayment: ,A 3 12 �t Insulation: Fire Barrier: ` Fastener Type&Sparing: o A tt t Ridge Ventilation? ' ��S rad' t Adhesive Type: eel 4d ke n Type Cap Sheet: ?rte -?(us Roof Covering: Mean Roof Height: C-;�, 100 0" Type&Size Drips Edge: � r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based file systems,choose either Method 1 or 2.Compare the values for M,with the values from M,.If the M,values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: i/i ! x A p -Mg: =Mr, 3. � Product Approval Mf ✓ 7 (P2: 6't xxg2l =N-7, -Mg: M,��(•- Product Approval M,� (PS:(�/0� x ��7 -Mg: •V MaZV 0 l Product Approval M, 7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval M, Mf Reqqui red Moment Resistance* Mean Roof Height-► Roof SIO 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 1 24.4 25.9 27.1 28.2 1 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 F with the values for F,.If the F values are greater than or equal to the F,values,for each area of the roof,then the file attachment method Is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P,: x 1: - x w:=_)-W x cos& ^F,r Product Approval F' (P2: x 1: = x w:=_)-W: x cos 0: - =F12 Product Approval F (P,: x 1: = w:= )-W: x cos D: - =F,g Product Approval P Where to Obtain Information Description Symbol Where to find Destn Prime P1 or P2 or P3 RAS 127 Table 1 or by an engl anwysb premed PE based on ASCE 7 Mean Roof Haight H Job SPA Roof Slope 8 Job Site Aerodyimrtdc Mier X Product Approval Restoring Moment due to Grevky Me Product Approval Attachment Paelsiarme Mi Produce Approval Reqidred Monara ResioWme M, Calculated Wrilmum Attchment Restsmrme P Product Approval Requ&ad Uplift Redstarme F, calculated Average Tile weW w I Product Approval Tile Dimensions 1 Product Approval All caladadors must be submitted to the Sulldno Oftlal at the time of permit applicallon. tK/�JP1.�IFiYCT ";� delivering Excellence Every Day" SECTION 1524 IGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 524.1 As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the squired roofing permit,and to explain to the owner the content of this section..The provisions of Chapter 15 of to Florida Building Code,Building govern the minimum requirements and standards of the industry for roofin€ iste installations.Additionally,the following items should be addressed as part of the agreement between the d the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane are for the purpose of providing that the roofing system meets the wind resistance and water intrusion rn ance standards.Aesthetics (appearance) issues are not a consideration with respect to workmanship ro si ns.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should ssed as part of the agreement between the owner and the contractor. 2.Renailing Wood Decks: When replacing roofing,the existing wood roof deck may have to be in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Code. (The roof deck is usually concealed prior to removing the existing roof system). 3.Common Roofs: Common roofs are those which have no visible delineation between neighboring .e.townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or hould notify the occupants of adjacent units of roofing work to be performed. 4.Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be i from below.The owner may wish to maintain the architectural appearance,therefore,roofing nail ions of the underside of the decking may not be acceptable.The Florida Building Code provides the P ' f maintaining this appearance. 5.Ponding Water:The current roof system and/or deck of the building may not drain well and may ater to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural is and may require the review of a professional structural engineer. Ponding may shorten the life K cy and performance of the new roofing system.Ponding conditions may not be evident until the original ystem is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ve ed from a build up of water.Perimeter/edge walls or other roof extensions may block this discharge if ve scuppers(wall outlets)are not provided.It may be necessary to install overflow scuppers in accordance i Florida Building Code,Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior F tructural assembly (the building itself).The existing amount of attic ventilation shall not be reduced.It I ay beneficial to consider additional venting which can result in extending the service life of the roof. ►wner's/Agent's Signature)( Date: contractor's Signature: Permit Number: roperty Address: j_'-e MIAM 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 ACCEP'T'ANCE (NOA) www.mlamidade.govhgenomv Polyglass USA,Ins --- - - 150 Lyon Drive Fernley,NV 89408 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 blow.The Miami Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self-Adhered Roof System over wool Decks LABELING: Each unit shall bar a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 11-0425.07 and consists of pages I through 26. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0815,07 Expiration Date: 19/11/13 Approval Date:09/27/12 Page 1 of 26 Membrane Type: SBS/APP Deck Type 1: Wood,Non-Insulated Deck Description: 19/32"or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. Ali General and System Limitations apply. Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below: Fastening#1: Attach base sheet using 11 ga.annular ring shank and 1-518"diameter tin caps spaced 8"o.c.in a 4"lap and 8"o.c.in three equally spaced staggered rows in the center of the sheet. Fastening#2: Attach base sheet using OMG Robfgrip Fasteners and Flat Bottom Plates,Dekfast#14 with Galvalume Steel Hex Plates,Polygrip Fasteners(#14)with Polygrip Hex Plates or Tru-Fast HD (#14)Fasteners with 3"Metal Insulation Plates spaced 12"o.c.in a 4"lap and 12"o.c.in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or Elastoflex SA V PLUS FR self-adhered. Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P FR self adhered Surfacing. (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf;(See General limitation V.). NOA No.: 12-0815.07 sM►nE�ouN Expiration Date: 10/11/13 JAPPROVEDI Approval Date:09!27/12 Page 20 of 26 WOOD DECK SYSTEM LEMTATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mapping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 2751bf,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener wing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred 1 Limitation#9 will not be applicable.) within this NOA,Genera pp ) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers).(When this limitation is smelly referred within this NOA,General Limitation#7 will not be applicabk) END OF THIS ACCEPTANCE C NOA No.: 12-8815.07 Expiration Date: 10111/13 • Approval Date:19127/12 Page 26 of 26 T(,FU.R 14571 -Roofing Systems TGFU.R14571 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems POLYGLASS USA INC 814571 150 LYON DR FERNLEY, NV 89408 USA SINGLE PLY MEMBRANE SYSTEMS Unless otherwise indicated; the insulation and base sheet are mechanically fastened in place; the membrane is heat welded in place. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board or 1/4 in. (min) G-P Gypsum DensDeckO are used directly over the deck with all joints staggered 6 in. (min) from plywood joints. Unless otherwise indicated, in any noncombustible roof deck Classification any UL Classified insulation may be utilized underneath a layer of 1/4 in. (min) G-P Gypsum "DensDeck ® Roofboard","DensDeck Prime® Roofboard","DensDeck DuraGuardTm Roofboard" or 1/4 in. (min) USG Corp SECUROCKTM Roof Board Type FRX-G. General statement For use of vapor retarders and/or deck/insulation adhesives (NC decks only): When such vapor retarders or deck/insulation adhesives are acceptable to POLYGLASS they may be utilized. POLYGLASS BASE" , "MODIBASE", "ELASTOBASE T", "Polyglass G2 Base" may be used in lieu of-any Type G2 base sheet in any NC Classification. These products may also be used in any C-15/32 Classification in which a generic Type G2 is referenced (i.e. not brand specific). "POLYGLASS Ply 4", "POLYGLASS Ply 6" (Type G1) and "POLYGLASS VENTED BASE" may be used in any NC Classification. References to polyisocyanurate insulation may include Polyglass Products "POLYTHERM®" and "POLYTHERM® Tapered". "ELASTOFLEX VG" granule surfaced membrane may be used in place of"ELASTOFLEX V" smooth surfaced membrane for existing systems. Acceptable alternates to the membranes listed are given below: r 1 rc,Fl:1214571 - Run1"mg Syntrms Insulation.(Optional): — Polyisocyanurate 1.5 in. (min.) with all joints staggered 6-in. (min.) from the plywood joints. Base Sheet Type G2, mechanically fastened followed by "ELASTOBASE", mechanically fastened. Ply sheet (Optional): — "ELASTOFLEX SA V FR.BASE" (self adhered). embrane: — "POLYFLEX SA P FR", "ELASTOFLEX SA P FR", "ELASTOFLEX SA VG FR" (self adhered) or "DUFLEX G FR", "ELASTOFLEX G S6 FR", "ELASTOFLEX VG FR", "ELASTOSHIELD TS 4 FR", heat fused. 36. Deck: NC Incline: 2 Insulation: — Atlas Roofing "ACFoam III" or "ACFoam II" or Hunter Panels "H-Shield", any thickness. Base Sheet: — "ELASTOBASE" (poly/sand), heat fused or mechanically fastened or "ELASTOFLEX SA V FR BASE" (self adhered). Membrane: — "POLYFLEX SA P FR", ELASTOFLEX SA P FR , ELASTOFLEX SA V FR HT , "ELASTOFLE SA V FR" (self adhered) or "POLYFLEX G FR", "DUFLEX G FR", "ELASTOFLEX G S6 FR", "ELASTOFLEX VG FR", "ELASTOSHIELD TS 4 FR", heat fused. 37. Deck: C-1S/32 Incline: 3 Insulation (Optional): — Polyisocya nu rate, perlite, wood fiber or polyisocyanurate/perlite board, any thickness. Barrier Board: — 1/4 in. (min) G-P Gypsum DensDeck®, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet: — "ELASTOBASE" (poly/sand), mechanically fastened._ Ply Sheet (Optional): — "ELASTOFLEX SA V FR BASE" (self adhered). Membrane: — "ELASTOFLEX G S6 FR", heat fused. 38. Deck: NC Incline: 3 Insulation (Optional) : — Atlas Roofing "ACFoam III" or."ACFoam II" or Hunter Panels "H-Shield", any thickness. Base Sheet: — "ELASTOFLEX SA V FR BASE" (self adhered). Membrane: — "POLYFLEX SA P FR", "ELASTOFLEX SA P FR" (self adhered). 39. Deck: NC Incline: 1 i Insulation (Optional): — Polyisocya n u rate, glass fiber, perlite or wood fiberboard, any thickness, any combination, mechanically fastened or hot mopped in place. Base Sheet: — Type G2, "ELASTOBASE", "MODIBASE" or "ELASTOFLEX V", mechanically fastened. Ply Sheet (Optional): — Type G2, "ELASTOBASE", "MODIBASE", "ELASTOFLEX V",."ELASTOFLEX S6", "POLYFLEX" or "DUFLEX' adhered with "2000 MB PREMIUM", cold process adhesive at 1 to 1-1/2 gal/sq. Membrane: — "ELASTOFLEX G S6 FR", "ELASTOFLEX VG FR", "ELASTOSHIELD TS4 FR", "POLYFLEX G FR" (sand-hacked) or "DUFLEX G FR" (sand-backed), adhered with "2000 MB PREMIUM" cold process adhesive at 1 to 1-1/2 gal/sq. 40. Deck: C15/32 Incline: 1 Insulation (Optional): — Poly isocya n urate (1.3 in. min), glass fiber (7/16 in. min) or perlite.(3/4 in. min), mechanically fastened or hot mopped in place. Base Sheet: — Two plies Type G2, first ply mechanically fastened and the second ply fully adhered with "2000 MB PREMIUM", cold process adhesive at 1 to 1-1/2 gal/sq. Membrane: — "ELASTOFLEX G S6 FR", "ELASTOFLEX VG FR", "ELASTOSHIELD TS4 FR" or "POLYFLEX G M." (sand-hacked), adhered with "2000 MB PREMIUM" cold process adhesive at 1 to 1-1/2 gal/sq. 8 ' 6 l 'M1AMI-DAOE COUNTY' PRODUCTCONTROL SECTION °DEPAIRTM>aNT. Of P94MITrIN0.ENVIRONMENT.ANI):AEGULATORY'APPAIgS(PERA) 1 I8 `SW 26 Strait,R40M 209 BOARD AND CODE ADMINISTRATION DIt'ISION Mufti F1orlda 33175.2474. T(786)315,2590 F(,786)315.2599 NOTICE OF ACCEPTANCE (N"A mis�Id�ae gvvfaera Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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 lViiami=Dade County PERA-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 faits 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. PE1IA.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 require ents 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.,Polyglass Polystick Underlayments LABELINGS Each unit shall beard 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 boon 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, .fear sales,advertising or any othor:puWes shall automaticatl ly terminate this NOA.Failure to comply with.any section of this NOA shall be cause fcritiatizrn and retu4val cif T�IOA, ADVERTISEMENT:' The NOA number preceded by the words Miami-bade County,:Florida,sand 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 O.-cial. This revises NOA# 11-06(1 t AD and consists of pages I through 8' The submitted documentation was reviewed by Alex,.Tigera. NOA No.: '11-1229.01 Expiration prate: 09113/16 ROVED ,Approval!late: 04/05112 Page 1 of:$ f ROOFING COMPONENT APPROVAL - Cateuorv: Roofing S -Catemn Underiayment Material: SBS,-APP Self-Adhering,Modified.Bitumen PRODi1CTS DESCRIPTION:. Test Product r act Dimensions Specification DOCAIDtiou Polystick NITS Roll: TAS 103 A homogeneous,rubberized 4sphalt underlayment 65'8"x 313/s" k waterproofing membrane,glass fiber reinforced llfanufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayinent 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 3'3j/#" ASTM D J.970 APP polymer modified,,fiberglass reinforced; Mamxfuctur ng Location Or 65'x V bituminous sheet material for use as an #1 &#2 60 mils thick underlayment in sloped roof assemblies: Designed as an ice&rain shield and as a flat roof tile:underlayment. Polystick TU Roll: TAS 103.and A heavy granuled surface self adhering,APP underlayment 32'10"x 3'3-'/g" ASTM D 1970 polymer modified,fiberglass or polyester Manufacturing Location 100 rails thick reinforced;bituminous sheet material for use as #1 &-#2 an underlayment in sloped roof assemblies. Designed as.a a roof the underlayment. Polystick TU Plus Roll: TAS 103,and A rubberized asphalt self-adhering,glass- underlayment 65' M 3'3-'f8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof Manufacturing Location tile underlayment. #"2 Polystick TU P Roll: TAS 103'and A,rubberized asphalt waterproofing membrane, underlayment 32,10"x 3'3-', ASTM D 1970 gl fil s- er/polyester reinforced, with a granular 1.ManVbduring Location 130 tails thick surface designed for use as a the roof #2 underlayment. Polystick Tile Pro Roll: TAS 103-and A:rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3V/&" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 roils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering;glass~ Manuf icturing Location 61$:)c 3''3:'/117 ASTM D:1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as ametal roofing and, roof tile underlayment. NOA No.: 11-1229.01 IIII � - Expiration Date: 09/13/16 t App;rowal D ate: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton,PA 4 Y Winter Haven,FL EVIDENCE SU13AMTED: Test Test Iftn_tifier Tot Name/Report Date Exterior Research&Design,LLC 11756.04.01-1 . TAS 103 04127/01 11756,08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ERD PSI 10.08.07 TAS- 103 08/29107 P10870.09.08-R-1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM U4798&0155 04/13/09 P3336040.6-.10 - ASTM D1970 07/01110 P33370.03.11 TAS 103 03/02/11 P33370-04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS I I O/ASTM D4798&D1970 10/19/11 PRI Asphalt Technologies PRIOIIII ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-01.&O. -Ol ASTKI)1523 07/14/03 PUSA-035-02,01 TAS. 103 09/29106 PUSA-01-3-02-01 ASTIR D 1.970 01/12/06 PUSA-055-02-02 TAS 103 12/10/01 PUSA-M-02-01 TAS 103 06/30/08 PUSA-089-02-0r TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 1.03/ASTM D4798&GI 55, 04/01/08 R.X14E8A TAS 103/ASTM D4798&GI 55 11/09/09 DX23D8B TAS 103/ASTM D4798&GISS 02/18110 DX23D8A TAS 103/A$TMD4798&GIS5 02/18110 W-MMMWAL Expiration ftto- 09/13/16 Approval Date: 04M5 M Page 3 of IN&TALIATION PROCEDURES: Deck Type 1: Wood,non=insulated 'Base Sheet: One or more pliers of ASTM D 226 Type II or ASTM D 2626. Fastenings Per FBC 151:8.2& 1518.4 Nails and tin caps 12"grid, 6"ox.at a min mum 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 l 11 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain.mm6mum contact, Remove the release film,as the membrane is applied. . .All side laps shall be a minimum of -12 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.m.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 e 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 cntke membrane surface so as to have full contact with the surface;giving special attention to lap areas. 7. Flash vent pipes,stacks;chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped.with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlaymen , i NUA Igo.: 11-1229.01 9� Espiration Date: 09/13/16 Approval Date. 44/05I12 rage 4 of 8 GENERAL LUMTATIONS: 1. Fire classification is not part of this acceptance. 2. Rplystick MTS,TU Plus,Tile Pro and Dual 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,TV,and TV P may be used in all the previous assemblies listed vxcept,matal roofing, 3. Dock requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surflice. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof 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 alter product exposure times;.not to-exceed the preceeding maximum time.limitatiow. E Dears L s Ways) 'M iR-xe TV Tu Pius TUP rut Pro Dual Pro Winter Haven,FL. ISO 180 180 190 180 180 190 Hazelton,PA. N/A 10 30 180 NIA N/A N/A 7. 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. & In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the.roof1ile manufacturer's Notice of Acceptance,. Polystie;k TV,TU Plus,and Tilt Pro may be used in both.adhesive set and mechanically fastened roof the applications.Polystick.1R-Xe.,and.Dual Pro are limited to m echanically fastened roof tile applications.Polystick MTS is limited to mechanically fastened with battens roof tile applications.Polystick TV P may be used in both adhesive get and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows:(See,Table Below) Tile Profile Polystick MTS Polystlek)R-Xe Polystick TU,TU Plus,TU P,Tile.Pro Flat Tile Prohibited without battens No limitation. Profiled Tile Prohibited without.battens I Prohibited No UM441mi The above slope limitations can be exceeded only by usl'a battcns-and counter battens in accordance with the. Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are mquired,for both loading and installation of tiles at.-all times. Expiration Date.- 09113116 DI Approval Date- 0410$112 JAPPROVE page$of 8 (a FNERAL 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 underlayments except Polystick NITS which shall be loaded onto battens. Rooting T9tes (0 Max Per Stack) i I9LlO}OTC. [M�dt6AW1U1 j 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,lR Xe,TU,TU Plus,TU P,Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing.Polystick MTS,IRXe,TU,TU Plus,TU P,Dual Pro and Tile Pro as a component part of an assembly in he Notice of Acceptance. If Polystick MTS,IR-Xe,TU,TU Plut,TU P,Dual Pro and Tile Pro is not listed,a request may be made to the Authority Having.Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging,shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade. County Product Control Approved"or the Miami-Dade County Product Control Seal as shown below. cm BUILDING PERMIT REQUIREMENTS. Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2,Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11-1229.01 � Expiration.Date: 09/13/16 II�MiAtlF' Approval Date: 041105t12 Page 6:6f 8 P6 ,LYGLAS,S GENERAL APPLICATION GuIDELINEs FOR POLY TICK MEIY BRANF m A. Polyglass does accept the direct application of Polystick underlayrnent membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of corresponding products. 2. All rolls,with the,exception of Polystick TU Plus should be back-nailed in selvage edge seam as per.Polyglass Back Nailing Guide. Nails shall be, l I gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County.or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed iTrdesignated area marked`mail area,area pare elavar"on the face of membrane,with the above:stated nails and/or disks.The heard lap membrane is to cover the area being back-nailed.(Please refer to applicable local building.codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps;.shall have a d"'wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement.,Polyglass Polyplus 5-0 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement,Mule-Hide 241 Premium Modified Flashing+Cement,Mule-Hide 251 Premium Wet/Dty Elastometie Flashing Cement,or Mule-Hide 421 Mod''Bit Flashing Adhesive Trod Grade mastic,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines.See General Limitations#0 and 414. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7"'/12"'or greater. It is suggested that on pitch/slopes in excess of 6 YV/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. S. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to;wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB plashing Cement,Polyglass PG500 MB Flashing Cement,Mule-Hide 241 Premium Modified Flashing Cement,Mule-Hide 251 Premium Wet/Dry Elastomer c. Flashing Cement,or Mule-Hide 42;1. Mod Bit Flashing Adhesive Trowel Grade mastic`to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be-a minimum of.G inches ineit'her direction. The repairr should be installed in such away so that water will run parallel to or over the top of all laps of the patch. � lt. All self-adhered membranosmust be ro ll ed to ensure f ull contact a ppr oved substrates.. Pol yglas s requires aminimum of 40 IN for a weighted roller for the rolling:of the field membrane. Hand rollers ante acceptable far rolling of patches or small area of the roof. Bronming may be used where slope prohibits rolling. U. All approved substrates should be dry,clean:and properly prepared,before any application ofPolyWok. membranes commences, An approved substrate technical bulletin can be furnished upon request It is recommended to refer to applicable building codes prior to installation to verify,acceptable substrates. 12. The Polyglass Miami Dade Notice of Acceptance(NOA)approval fbr Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical..Sorvices.Depariment by calling 1 (800) 8944W. w. NOA No.: 11-1229.01! � ur�ry Expixrattoo Date: 09/13/16 Approval DOW 04/05112. Patel Of 8 13. -Questions in regards to the application of Puly,glass''products should be directed to our Technical Services Department at 1 (800)894-4563. 14 Prolyglass recommends that applicators follow good roofing pract ces:and applicable procedures as outlined ray.the:National Roofing Contractors Association(NRCA). PLEASE f RECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPwATIONs. LOCAL CODES MAY SUPERSEDE POLYGLA►SS REQUMEMENTS AND RECONMNDATIONS. END OF THIS ACCEPTANCE NOA No. 11-1229.01 i oanatrrsr trr plrafldn Date. 09/13/1:6 approval Date*. 04105112 Page 8 of 8. 1 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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.gov/sera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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 PERA -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. 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:3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. i 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# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date:05/10/17 MM MADE Approval Date:05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,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 flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment 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 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs./ft.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./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 rtuvhao�veCOUWTY Expiration Date:05/10/17 �� '"'• • Approval Date:05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test AEency Test Identifier Test Name/Report Date Center for Applied Engineering #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 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2-Component Foam Roof Tile Adhesive AH- q g acce P 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F — w 2 F'= MS NOA No.: 12-0228.18 Mu►�t•oe Expiration Date:05/10/17 APPROVED- Approval Date:05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,High Profiles #1 35 N/A High Profile(2 Piece Barrel) #1 17/side on cap and 34t an N/A Flat,Low,High Profiles #2 24 N/A Flat,Low,High Profiles #3 8 NOA No.: 12-0228.18 MWMhDADECOUNTY Expiration Date:05/10/17 �� '"'• Approval Date:05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through pladc cement Paddy(Beneath Tile) Nall through plastic cement Paddy(Benalb Tile) Underlayment underlayment 1 1 ___ 101 101n. 21 Eno Comse Fascia Eave Cow" Fesda Weeph* Eave course a*. Em muse ordr. Eave closure Keep adhesive approx. Keep adhesive app- DO edge Eave Clean 41n.up from weepholes 41n.up from weepholes Opthmal 24S for Nall through plastic cement Paddy(Beneath Tile) i)Place enough adhesive to achieve 17 to 23 Wep p1tch gppMons Nag through plaft cement Undarlayment square Inches In contact I Ille ffi the n t" Place pd'hW, 2)Turn gtd'dm ist"1121n severe edge d Ill.. To I In.From Id me. Then Install the Me. 0 Underlayment 10 In. 2 In. Eave cm use Eve Closure Rely Eave couree only.. Shating P 41 We from pholess coursecoverfle. Abutto second course d Optional pan Mes.Ensure eave end Of pan and cam Mae am Polfft-up Mortar flush at em Ilm onlongwnal edgesafffle Eave closure WeePhole Fascia Bo ("I"") NOA No.: 12-0228.18 IMIAMt•DADE COUNTY Expiration Date:05/10/17 Approval Date:05/10/12 ...OVED Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy(Beneath Tfle) Nall through Plastic cement Paddy(Beneath THe) Undedayment 0 Underlayment 71n. 71n. 2 In. Ea"COWOU Fascia Fascia % Eave Course Em closure Eve Closure UP edge Nall through Plastic cement Paddy(Beneath T119) Underlaymment 71n. n. Eave Closure Em Course Fascla NOA No.: 12-0228.18 Expiration Date:05/10/17 J Approval Date:05/10/12 APPROVE• Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under file (between die) Undedayment Single paddy between file Paddy 2 In.x 7 In.medium (under file) size paddy aye course only ®r-A, Single paddy 3 In under die ... n.x 3 In. x 3 in. -H, �t ----- 4 In. 2 In. T ----- Single single paddy on 2 In. 4 in. paddyon layment under- layment Single paddy Fascia Eave course on top of tile Weephole Eve Single paddy In.X 7 In.medium Course Eave closure on top of die she paddy save % Ddp edge Fascia course only Nall through plastic cement Single paddy under file Single paddy between tile 3-In.X 3 In. 41n. Single paddy on undedayment 2 n. Single paddy Eave Closure on top of tile 2 In.X 7 In.medium size paddy save course only Eave Cons Fascla END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMI�DADE COUNTY APPROVED1 Approval Date:05/10/12 Page 7 of 7 Mi®o MIAMI-DADS COUNTY a PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 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 (NM www.mIamidade.my/buildIna/ Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,1PL 33585 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 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: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#07-1018.09 and consists of pages 1'through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: l-0321.03 PDAMan"onec Nrtr Expiration Date: 10/05/16 • • • Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1.SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville,FL.and described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. L PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Capistrano Concrete L= 17" TAS 112 High profile concrete roof tile. For direct Tile W= 121/" deck or battened nail-on applications. Thickness=1/z" Trim Pieces I=varies TAS 112 Accessory trim,clay roof pieces for use at w=varies hips,rakes,ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.:11-0321.03 WKAMWMDEJ§UNWM Expiration Date:10/05/16 • Approval Date: 05/12/11 Page 2 of 7 21 EVIDENCE SUBNIITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-00 1-02-02 TAS-112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102& 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(3,6 & 9) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7120-(1 &2) Static Uplift Testing Nov. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(3 &4) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214(3,4,&7) Static Uplift Testing March, 1 995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-4 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 NOA No.:11-0321.03 MUkWnWEC2UWYA Expiration Date: 10/05/16 1•' Approval Date: 05/12/11 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 in accordance with TAS 106 may required,refer to applicable building code. 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 Eagle Roofing Products LLC Capistrano Concrete 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(Ibf) Length-1(ft) Width-w(ft) Ca istrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers-A f Tile A(ft) A(f e) Profile Batten Application Direct Deck Application Capistrano Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravi -M ft4b Tile 3":12" 4":12" 6":12" 6":12" Greater than Profile 7":12" Capistrano Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.68 6.99 6.67 6.88 6.44 6.73 6.28 6.56 6.10 6.38 NOA No.:11-0321.03 MIAMFDADE COUNTY Expiration Date: 10/05/16 ' • Approval Date: 05112/11 Page 4 of 7 • f I Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132"plywood) (min.19132"plywood) Capistrano 2-10d Ring Shank Nails 28.6 41.2 19.4 Concrete 1-10d Smooth or Screw 5.1 6.8 2.8 Tile Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 18.1 2#8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nall Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) 2-10d Ring Shank Nails 33.1 48.1 45.2 1. Installation with a 4"file headlap and fasteners are located a min.of 2%°from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Capistrano Concrete Tile Adhesive 29.3 1 See manufactures component approval for installation Mquirements. 2 Flexible Products Company 7IleBond Average weight per patty 10.7 grams. Polyfbam Product Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mi(ft-lbf) for Single Paft Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Capistrano Concrete Tile Polyfoam Pol Pro"" 66.5 Pol oam Pol Pro ffl 38.7 3 Larne paddy placement of 63 rams of Pol ProT'". 4 Medium paddy placement of 24 rams of Pol Pro7m. Table 7:Attachment Resistance Expressed as a Moment-Mt(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Capistrano Concrete Tile Mortar Set 24.5 6 Tile-Tlte Roof Tile Mortar. NOA Noal1-0321.03 DEC OUN Expiration Date: 10/05/16 •'•I Approval Date: 05/12/11 Page 5 of 7 s 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". now . 70m FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIItEMENTS: 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 code in order to properly evaluate the installation of this system. NOA No.:11-0321.03 Z7WMfDAQECOUN r Expiration Date:10/05/16 APPROYED I Approval Date: 05/12/11 Page 6 of 7 PROFILE DRAWING CAPMTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11-032I.03 M AMI-DWE COUNTY Expiration Date: 10/05116 ♦ r Approval Date: 05/12/11 Page 7 of 7