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RF-15-1937 l 3 Miami Shores Village 10050 N.E.2nd Avenue NE SI Miami Shores,FL 33138-0000 Phone: (305)795-2204 � � �� y r � Ex Iratlon: 0 / 2/2 16 i Project Address Parcel Number Applicant 518 NE 106 Street 1122310140211 JOHN WALLACE Miami Shores, FL 33138-2046 Block: Lot: Owner Information Address Phone Cell JOHN WALLACE 518 NE 106 Street MIAMI SHORES FL 33138-2046 Contractor(s) Phone Cell Phone $ 8,700.00 Valuation: FLORIDA E-Z REMODELING INC (305)796-6753 Total Sq Feet: 800 Type of Work:Re Roof Available Inspections: Additional Info:TILE ROOFING FOR ADDITION Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR FeeInvoice# RF-7-15-56549 $3.75 08/06/2015 Credit Card $233.90 DCA Fee $3 75 $50.00 Education Surcharge $1.80 07/30/2015 Credit Card $50.00 $0.00 Permit Fee-New Roof $250.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $283.90 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. 1 understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all th foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I orize the above-named contractor to do the work stated. August 06, 2015 Authorized Signature: / Applicant / Contractor / Agent Date Building Department Copy August 06,2015 1 Lab Report No. 124975 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A.#30448 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDREss.. 518 NE 106th St.,Miami Shores PERMITNo: RF 7151937 ROOFING OWNER: SQUARES: 8 CONTRACTOR: Oroni Inc. ROOF PITCH: 3:12 INSPECTOR TILE TYPE: Spanish"S INITIALS: 7C ATTACHMENT: Polyfoarn TEST DATE: 09/2312015 Testing Eq ui ment:Di ital Chatillon DFIS 200 Test Tabulation Re uired Testing Force: 351bs No. RESULT No. RFS ULT No. RESULT No. RESULT No. RESULT 1-9 Passed 10-14 Passed THIS ROOF HAS:PASSED ® FAILED Q THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. 21 12 3 11 38' 10 Sin Not Tested r Alberto Cardona,P.E. Lie.No. 17138 10735 SW 216th St. Unit 416 Tel:305-256-4550 www.FloridaTEC.net FL 33170 Page i T iEC.net Fax:305-256-6833 r% 1zl IIS r i t s Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 U Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 -7 BUILDING Master Permit No. / PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP r CONTRACTOR DRAWINGS JOB ADDRESS: J I vI O`C) S7- City: Miami Shored County: Miami Dade Zip: Folio/Parcel#: (( - 1 , ©1 q- 02W Is the Building Historically Designated:Yes NO_114 Occupancy Type: Load: Construction Type: Flood Zone: " BFE: 1 FFE: OWNER:Name(Fees Simple Titleholder): K `b o WWxj Phone#:-&1'-TW- 7q-� Address: 2�71 Q PE7 L06 S R City: ,�( S du State: Ft Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: T-Lo 10A C-2 QE Mt)D E LWC, /NC. Phone#:�3Dj' :7 16-L 753 Address: 110'51 SLA) 43 ST FL 3.3)L.5- City: 3)L5City: r^)A t-'1 State: Fi► Zip: 331(P-5— Qualifier Name: KI CT012 CARR AT4 4-A' Phone#: UPS) 79447.53 State Certification or Registration#: GCC o2 8de S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work fortion r this Permit:$ Square/Linear Footage of Work: Type of Work: VAI Addition Alteration ❑ New ❑ Re air/Replace 1, p ❑ Demolition Description of Work: t�i®a - f .Specify color of color thru tile:_ t® Submittal Fee$5= - Permit Fee$ aEb JQ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ N V TOTAL FEE NOW DUE$ � � s (Revised02/24/2014) w 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 �/ Vlot, Signature 4'Li f OWNER or AGENT CONTRACTOR The foreg ' g instrument was acknowledged before me this The foregoing instrum nt was acknowledged before me this day of 20 l� by ,1_�_day of 20 by who is personally known to tYoC'Cpt Cttcrn-yax who is personally known to me or who has produced (on ik— as me or who has produced bL—#V, ON-x as identification and who did t n oath. identification and who did to n oath. PUB NOTARY PSi7::ARY A/ Sign: Print: . (}� t(1 Print: evoy cc Seal: Seal: REBECA M.PASTRMA 3OWCA MI P - MY COMMISSION#EES72624 W CommlSsio #� 4 O EXPIRES:Fdxuary 07,2 '7 IBES:Febt a . I s r:� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 �A,� 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CARRATALA, HECTOR JESUS FLORIDA E-Z REMODELING INC 10051 SW 43RD ST MIAMI FL 33165 Congratulations! With this license you become one of the nearly - one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULAATION Every day we work to improve the way we do business in order to CCC13280851SU :.- 08/31/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERTIFIED ROOF*G?CON-rRAOTO,R about our divisions and the regulations that impact you,subscribe CARRATALA,FII*&OIC JE us to department newsletters and learn more about the Department's FLORIDA LA ROE Lf#��C. initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date:AUG 31,2016 L1408310003547 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1328085 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 CARRATALA, HECTOR JESUS-11-11 FLORIDA E-Z REMODELIN INC 10051 SW 43RD ST MIAMI FL 33165 ISSUED: 08/3112014 DISPLAY AS REQUIRED BY LAW SEQ# L1408310003547 000414 Loc BusNnss Recpt77- Miami—Dade County, State 1f Florida -THIS 13 NOTA BILL DO NOT'.PA`f 6040430 BUSINESS`NAMEtLOCJl4nON RECEIPT NO. EXPIRES;;. FLORIDA E z REIVIODELI INC RMWAL sEPTEMS R'Ik2ols. 10051 SW 43 ST' 5301436 Must,W dlspfayed"at p#acai.afbttsiri ' MIAMI R 33165' Pursuarit t Comity Gode Chaptef`SA�-AR 9".&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEI'V,90"" FLORIDA El REMODELING INC 196 GENERAL BUILDING CONTRACTOR BY TAx:coLLECTO7s CCC1328013t Worker(s) 1 $86.2541/24/2614 CREDITCARD-15-007785 This Level BusineN Taut Receipt mily confirms payment of the Local Business Tax.The Receipt is not a ficease, perink 4 a certificafion of the holder'sgualificatmns,to do business.Holder mist 1m�fy"wfth any go of m ngovernmental regulatory laws and requirements which apply to the basiniew " The RECEIPT N0.above must be displayed on all conanefsial vehicles- C 1Rec 8a-276. For more information,visitwWwallemidade.aev excallectar 000413 LooaBusiness'TOX AQPt Miami—W6 Counter, State of, Florida =1 F HIS IS hIOT A BILL - DO OT PAY 6040422 BUSINESS NAME/LOCATION RLCErPT NO. GIIE1Es FLORIDA E z REMODELING INC REAtEtAfAL SRPTEMBER 36,:201:5 10051 SW 43 ST 630942$ Must be dfllplayed at plate af,6Usletoss MIAMI FL 33165 PU'rsuanc to Couritjr Cade. Chapter BA-ArL'9&Y0 OWNERSEC.TYPE OF BUSINESS PAYMENT RECEIVio, FLORIDA E Z REMODELING INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR; Warker(s) 1 CGC058612 $86.25 11/24/2014 'CREDITCARD-15-07790 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a fife" perthit ore certificateaof the holder spualificadons,to do business.HofdermtBt oamplywhh any golmtnawuEllal or nongovemmerdei tapalatory laws and requirements which apply to the busiae�. The RECOPT N0.she must be displayed on all commeruiaf vehicles-!Semi-ilade Ctuhi Soc 6o-276. For mdse iafonnation,visit ARD.. CERTIFICATE OF LIABILITY INSURANCE DATE(M/201 YY) C PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION A&D ALL-LINES INS ASSOC INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 5600 SW 135 Ave Ste 106 ALTER THE COVERAGE 6FFORDED AFFORDEDBY THE BELOW. Miami, FL 33183 (305)463-6781 INSURERSAFFORDING COVERAGE NAIC# INSURED FLORIDA E-Z REMODELING, INC. INSURERA ATLANTIC CASUALTY INS. INSURER R, 10051 S.W. 43 ST. INSURERC MIAMI, FL 33165 INSURER D: INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. lN*K UV LTR NSVDL*I POL{CY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000 A COMMERCIAL GENERAL LIABILITY - PREMISES Ea ccur nce $ 0 000 , ^ CLAIMSMADE A OCCUR MED EXP(Anyone person) $ 5,000 A CBC10001243200 09/06/14 09/06/15 PERSONAL BADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2 .000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OPAGG $ 1,000,000 POLICY M PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANYAUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Peraccident) PROPERTYDAMAGE $ (Per accident) GARAGELIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO EA ACC $ OTHER THAN _j] AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMSMADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WCS AT OTH- EMPLOYERS'LIABILITYI FIR ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? Ifyes,describe under E.L.DISEASE-EA EMPLOYEE $ PE IA PROVISIONS bek)w E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS GENERAL & ROOFING CONTRACTOR TIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFOR THE EXPIRATION BUILDING DEPARTMENT DATE THEREOF,THE ISSUING INSURER WILL EN L DAYS WRITTEN 10050 NE 2ND AVENUE NOTICE TO THE CERTIFICATE HOLDER NAMED T THE LEFT,BUT F E TO DO SO SHALL MIAMI SHORES, FL 33138 IMPOSE NO OBLIGATION OR LIAR UPON THEM ER,ITS AGENTS OR Fax: (305) 756-8972 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) O ACJRCORPORATION 1988 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION *x CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LACI CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers"Compensation lawn. EFFECTIVE DATE: 711612015 EXPIRATION DATE: 711512017 PERSON: CARRATALA HECTOR FEIN:. 201226356 BUSINESS NAME AND ADDRESS: FLORIDA E Z REMODELING INC 10051 SkN 43 ST MIAMI FL 3316-5 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR Pur t v,(.,baptef-440.061 14),F S.,.ar.ofi , of 7, ete�<exen=pfio t f'DM t[iis clif,,zAer b1v a ce+iificale I elv4.ixor ndr;•fn is secYxm, may not recover benefits or r nvensat on jrcer tnis Chapter Pursuant to Chapter 44Cc:35 `; F,5.,Certlfi ate$of etec-tton to be exempt,.apply onp witnat tire scope of the bus riess or trade lisied ort the no :e of elect rxl lobe exempt f'ur-uar>..i io Ciiagter 443.G5.#3}..F.S.,.Rki,�::es.af eder.Sion to be exempt and certificates of elecffion to be exempt shall be subject to revocation TF,at arty time after the fitting ofthe notice or lire issuance of ale certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08 13 QUESTIONS)(850)413-1609 FLORIDAE-L REMODELING INC ROOFING AND GENERAL CONTRACTOR 10051 SW 43th ST MIAMI FL 33165 PHONE (305)796-6753 EMIAL: HECTORI91@YAHOO.COM Date: 071- 3012-01-6- r State of fila r da County of C Before mi this day personally appeared /�cfioK �� a�Q' who, being duly sworn,deposes and say: That he will be the only person on the project working at �� f Cr Sworn to(affirmed)and subscribed before me this 0 day of LJV ,20_'by Personally Know OR Produced Identification Type of Identification Produced d s, ,_ 3z-A M.PASTRANA COMMISSION#EE872624 Print,type or SYamName of No I XPIR EJ:Febi a 07,2017 STATE LICENSE CCC-1328085 STATE LICENSE CGC-058612 O Sgc-I tixc. 93z 1 loss Miami shores Village Building Department OR'jpp► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: . An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: N r "Y1 Owner I State of Flori County of Miami-Dade The foregoing was acknowledge before me this 23 day of 20 VD By L — is personally known to me or has produced as ident' at" n. Notary: I SEAL: RP—BE;A M. KANA r"L'0A91\41SS10N#EES72624 of ' EXPIROS:Fa MMY 07,2017 SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 IkIL High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE MPLETE THE NECESSARY SECTIONS OF f UNIFORM ROOFING PERMITAL 3 0 215 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: --_ Roof System Required Sections of the Attachments Required Permit Application*Form See-List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 000.0• . ... 0000.. Prescriptive BUR-RAS 150 ABC 495,697 '• 0000.. .. 0000.. 0000.. 0000.. Asphaltic Shingles A,.B,D } . .' . : • .... .. .. 0000. ..... Concrete or Clay Tile A,B,D,E 1.2.3.4,5,&,7' ...... 0000.. . . Metal Roofs A,B,D 1,2,3,4,15,6,7" e . . . . 0000.. Wood Shingles and A,B,D 1,2,4,5,6,7 ' Shakes Other As Applicable 1,2,3,4,5,6,7 mi Shores Village ATTACHMENTS REQUi APPpOVe® By 1. Fire Directory Listing Page DEpr TE 2. From Notice Of Acceptance: F3LDt; aFP.r Front Page j3'11--r $' , Specific System Description rr cr To c��,„��� Anil✓ f CF WITH ALL Fr-r) Specific System Limitations General Limitations Applicable Detail Drawings ``` 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re-Roofing Only) 7. Any Required Roof Testing Calculation Documentation 1 J s 1 • • • • 1 1 tiff i ! • i12 : • f ` • • . . - • . . • f . - • . ■■■■■/■■■■■■■■■■■■■■■/■/ �� �■ma■■■/■■■■■■■■■■■■■■■■■■/■■ MESON/■■■■■/■■■■■■■■■■■■MEN ■■■■/■■/■■■■■■/■■■■■■■■■■■■■■■■ ■■■■■■//■■■■■/■/■/■■■■/■N■■N■■■■■/■/■■/■■■■/�■■/■■/■/■■■ ■/■S//■/■N■■■/■■N/l����/■ �9■o"i�'■■N■fit■i�' l�ie�1■/!■/■■/ Emmons■moon■■■■/■■■■MENNEN 00 oil I ■ ■■N■ ■li■■!!!/�1!!!'J■�I!!�!!■■■■■■■■■■ Emmons NONE .ENN■N■/■ ■■MONS■msmmN■MEMORIES BONN m so ■/ ■N�/sN/■NEn■N■/■SN //■■■■NDN■■■■■■■■■ MnNI ■ n/■■ 0 ■■■/■/mm■■m■■■m■�■■■■/M■�■�=Nm■on EMMONSNONSENSE ■■N■■N■■mN■m■im ■■■■■■■nano■■N■■/■/■■■■!INlQ�ea■■a■■a/■N■m■ MENS■NNNONO■ 1�il1Sn/O■SNn■O/! ■i■mmoO■/nsiri�milliii`irNY�SiLlllissNS■■ M■■S■NN■■NON�N /mss■NNN■■■NN■NN/sN■■■■N■■■■■/N■o■■■■/■■■■■ ■■NOVO■■■■//Nil #S/N■s■m■i9�Ns/isi/NSESNs/sO■N■N■SNNON■N■s■s ���%i��% i %iii ��it■%/n� in MEN in�m%%itilmt%iii Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment (If a component is not used,identity as"NA") System Manufacturer: Field: "oc @ Lap,#Rows C@ A oc NOA No.: Perimeter: "oc @ Lap,#Rows @ "cc Design Wind Pressures, From RAS 128 or Calculations: Corner: "oc @ Lap,#Rows @ "oc Pmaxl: Pmax2: Pmax3: Number of Fasteners Per Insulation Max. Design Pressure, From the Specific NOA Board System: Field: Perimeter Comer Deck: •• Type •0000' 0000.. Illustrate ComponentssMeo an4.. •• Gauge/Thickness: Details as Applicable: ...... Slope: Woodblocking, Gutter, .l:dio. Termination, s • Stripping, Flashing, Contiruwus Cleat, Gant . Strip, Base Flashing, %.iwOer- 'F.l'AMhg. ..... Anchor/Base Sheet&No.of Ply(s): Strip, Etc. ..0 0 0 0 0000 .0;0 0• Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Heigbf,.Parapet.JW§ht, 0000.. Height of Base Flashing, Agrpppnent Majerial, Material Thickness, Faster• Dpe, OFastener Spacing or Submit Manuf#cturprs De:080thal Insulation Base Layer: Comply with RAS 111 and Chaptgr,116.; . 000 :9600 Base Insulation Size and Thickness. '0 0 0 Base Insulation Fastener/Bonding Material: Top Insulation Layer: FT. Parapet Top insulation Size and Thickness: Height Top Insulation Fastener/Bonding Material: FT. Base Sheet(s)&No.of Ply(s): Mean Base Sheet Fastener/Bonding Material: Roof Height Ply Sheet(s)&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply FastenerlBonding Material: Surfacing: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Boral Roofing LLC Product Approval Number: 12-0308.20 Minimum Design Wind_Pressures,if Applicable(From RAS 127 or Calculations): P1: 47.6 P2: 100.6 P3: 100.6 Maximum Design Pressure Product Approval Specific System: 45.5 Method of Tile Attachment' 3M 2-COMPONENT FOAM ROOF TILE ADHESIVE AH-160 •••• . . 0000 0000.. .0..0. .. 009000 0000.. 0000 . Steep Sloped System Description ' 0000 .. .. ..0.. 0000.. 0000 ,..,. . . . 0 .. .. 0000 666060 0 Deck Type: •••••• • 5/8 inch plywood ' ' ' 0000. 0000.. . 0-0 00000. Roof Slope: Type Underlayeot: 4 ASTM D 226 Type II #30 : 12 Insulation: N/A Fire Barrier: NIA Fastener Type &Spacing: Ridge Ventilation? 1 1/4" R.S. Corrosion Resistant Continuous Adhesive Type: Type Cap Sheet: Polyglass Polystick(peel and stick) Roof Covering: .I Villa 900 Concrete Roof Tile(Color thru) Idean,Roof Height: ` Type&Size Drips Edge: 3 inch 26 gauge Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from K.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. Method 1 "Moment Based Tile Calculations Per RAS 127" (p1: 41.ti X X.269 = 13.7f; _M9: 7.62 =Mn s.14 Product Approval Mt 45.5 (pZ: 100.6 X X.269 = 29.07 1-M : 7.62 _M, 21.45 product Approval M, 45.5 (p9: 100.6 X a .289 = 29.07 )-M : 7.62 M, 21.45 Product Approval Mt 45.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mt . . ... ...... Required Moment Resistance" • Mean Roof Height--► see .. • i •...:. Roof Slope 15' 20' 25' 30' 40' • • 2:12 34.4 36.5 38.2 39.7.'• '. 442.g* • .. . .. . ..... 3:12 32.2 .34<4 36.0 37,4 39.8 • 4:12 30.4 32.2 33.8 35.1 ..• .• 37.9... ...... 5:12 28.4 30.1 31.6 32.8;•• •• 34.9 •• 6:12 26.4 28.0 29.4 30.5• 32.4••+ • •••�•• 7:12 24.4 25.9 27.1 28.2•.. : 30.0. . •• *Must be used in..cotyunction with a iixt of.i mount 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 F values are greater than or equal to the F,values,for each area of the roof,then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: _ X w:, )-W: x cos P. - =Fj Product Approval F (P2: x 1: _ x w:__ )-W: x cos P. - =F,s Product Approval F (P3: x 1: - x w:=_I-W: x cos Q: - =Fra Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Sdk. Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tde Dimensions 1-length Product Approval w=width AA calculations must be submitted to the Building Official at the time of permit application. . t SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of viding that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. i _2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renaaccordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) N 3. Common Roofs: Common roofs are those which have no visible delineation bVJVQen eighboring units (i.e. townhouses, condominiums, etc.) In buildings with commpn rgpfs, the rqq iflg .,..,� contractor and/or owner should notify the occupants of adjacent units of roofing worKJQbdperfo9Md.. 4.Exposed Ceilings: Exposed,open beam ceilings are where the underside•oftiae roof deoking �•��•� an be viewed from below.The owner may wish to maintain the architectural appearanea,•tigerefore,•roofieg • nail penetrations of the underside of the decking may not be acceptable.This provides th6oien of maintaining •• •• this earance. •••••• •••• ••••• 5. Ponding Water:The current roof system and/or deck of the building nW08tdrain welt and kay cause water to pond (accumulate) in low-lying areas of the roof. Ponding cah be In inditatigo.of •""' structural distress and may require the review of a professional structural engineer.poring may shorten :....: the life expectancy and performance of the new roofing system. Ponding conditions•may*not be ev:l(nt • until �t e original roofing system 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 verloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. ( 1 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself).The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. Owner's/Agent's Signature Date Contract s Signature Property Address Permit Number _ 1 F F 97M, NA�EMIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING.EWIRONMENT.AND REGCLkTORY.%FF.►IRS(PERA) 11305 SW 26 SUM Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474 T1796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov;oer.t 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 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: Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,gdti*hard following statement: "Miami-Dade County Product Control Approved". unless otherwise notedrergifi, • .... . ...... RENEWAL of this NOA shall be considered after a renewal application has been filed andthere has j).een no chances in the applicable building code negatively affecting the performance of this product. "0021' ERMINATION of this NOA will occur after the expiration date or if there has beea,&nmroision gr'Cltdtlge in Atte' materials,use,and/or manufacture of the product or process. Misuse of this NOA as anenddrsement bf'any produc[ for sales,advertising or any other purposes shall automatically terminate this NOA. Fgitit*,tb comply kith anye�0* igg of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County Florida, dpd'foSlowed 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# 11-0713-02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. uecourrr .,jam NOA No.: 12-0308.20 Eapiradon Date:09/21/16 Approval Date:06/21/12 Page i of 7 Y ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Rooting Tiles Material-, Concrete L SCOPE This renews a system using Villa 900 Concrete Roof Tile. as manufactured Boral Rooting, LLC in Lake Wales. FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code 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. 2. PRODUCT DESCRIPTION Manufactured by Test Product App`licant Dimensions Specifications Description Monier Lifetile LLC Villa 1 = 17" TAS 112 Low profile. interlocking, high pressure extruded 900 W= 13" concrete roof tile equipped with one nail hole and %2" thick double roll ribs. For direct deck or battened nail- on, mortar or adhesive set applications. Trim Pieces I =varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips, rakes. ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 0000 2.1.1. Lake Wales. FL. • 0000 0000.. 2.2 EVIDENCE SUBMITTED •••••• •• '•"" 0000.. 000000 Test Agency Test Identifier Test Name/Re�gyn 0 0 0 0000 .. .. • Nutting Engineers 13313.1 TAS 113••••• •••• '3• '• Apr:::Y?. Redland Technologies 7161-03 Static Uplift TF��pgO Dec. 1991 Appendix III TAS 102&TA$10'_(4) .•••:• Redland Technologies 7161-030 0• • Wind Tunnel Tkstiai- '• 0.0 Decs t99 f Appendix 11 TAS 108(Nail-Un) • Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 9.1-060B Static Uplift Testing Engineering, Inc. March. 1994 TAS 101 (Adhesive Set) The Center for Applied 94-081 Static Uplift Testing Engineering, Inc. TAS 101 (Mortar Set) May 1994 Redland Technologies P0631-01 Wind Tunnel Testing Jul 1994 TAS 108(Mortar Set) y oerNOA No.: 12-0308.20 Expiration Date:09/21/16 Approval Date:06/21/12 Page 2 of 7 1 , 2.2 EVIDENCE SUBMITTED Test 4aencTest Identifier Test Name/Report Date Redland Technologies Latter Dated Aug. I, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-0n) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#N(DC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 ('_Quik-Drive Screws. Direct Deck) The Center for Applied 25-7183 2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-721.1-2 Static Uplift Testing March, 1993 Engineering, Inc. 25-721.1-6 TAS 102 (I Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Celotes Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 5'_0109-, P TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 •••'December 1996 25-7804b;8 �•� �.... 0000.. 25-7804-1 W5 ••• • 25-7818-80•:•• •• •••••• Walker Engineering, Inc. Evaluation Calculations Aerod namic Mul�i ••• 0 0 0 0 y Pigs . May_006 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive get] �.� April.t499 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Dua�afiravity�••••�Apri1'_?lam' 00 . 0 . . .0000. 0000.. . 0000.. 00 0 DECOtN�r�r NOA No.: 124308.20 � Expiration Date:09/21/16 Approval Date: 06/21/12 Page 3 of 7 I LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a kliami-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 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. ;Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Rooting Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w} Tile Profile Weight-W(Ibf) Length-I (ft) Width-w(ft) Villa 900 Concrete Tile 10.94 1.425 0 0 9 6.1 08 .... Table 2: Aerodynamic Multipliers -X(ft ) • ...... .. ...... Tile I,(ft ) ;. :....: Profile � } Batten Application 0.I)rmct Deck- li Villa 900 Concrete Tile 0.289 9.79 ..:..• 0 9000 000000 Table 3: Restoring Moments due to Gravity-Ma Ywbf 0 0 • Tile 3":12" 4":12" 5":12" 6":12' 9 F"."I2"or.greater 0 Profile 0 • •00 Villa 900 Battens Direct Battens Direct Battens I Direct Battens Direct Concrete Ti •Battens Direct le Deck Deck Deck Deck Deck 6.79 7.70 1 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 tweonoE courTtt NOA No.: 12-036.10 Expiration Date:09/21/16 Approval Date:06/21/12 Page 4 of 7 i Y, Table 4: Attachment Resistance Expressed as a Moment-Mr(ft4bf) for Nail-0n Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Rina Shank Nails 27.8 37,4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table S: Attachment Resistance Expressed as a Moment Mt(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive ••26.1 1 See manufactures component approval for installation requirements. •••• 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. .. . ... 3mTM 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 �r►s► • Table 6: Attachment Resistance Expressed as a Moment:jgt(ft4bf),.•.: �..., for Single Patty Adhesive Set Systems •, .... ..:..' Tile Tile Application •'Minimum chme i Profile 0 Villa 900 Concrete Tile 3M 2-Component Foam Roof Tile Adhesive AH-160• esi nce....:. 3M 2-Component Foam Roof Tile Adhesive-A-W-16-CO-1-a- 3 • La a ad placement of rams of Pol ProTM. 4 . • 4 Medium add lacement of 24 rams of PoIVProrew. • Table 8: Attachment Resistance Expressed as a Moment-K(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile i A ApplicationVilResistance la 900 Concrete Tile i Mortar Set 5 Sees ific mortar manufacturer's Notice of Acceptance 20.60 grsom►uecouNTr VOA No.: 12-0308.20 Ecpiration Date: 09/21/116 Approval Date: 06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below.or following statement: "Miami-Dade County Product Control Approved". Ma LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. •..• • 0000 .•••!• •0.000 •• 0000•• • 0000!• ! • 0 0000.. •0.0 • • • • • • ! • • 0000 •• •• 0000• 001!0• 0000 0000• 000000 .•.! !00000 • •00.0• • • • • • 0000.• ••00.0 • • 0 • • • • •00000 0 • •0 • rr uaoe cou�rrr NOA No.: 124308.20 Expiration Date:09!21/16 Approval Date:06/21/12 Page 6 of 7 e r PROFILE DRAWING Nad Boles 1" �.► - 1 Ile Ila Overkxk 17" VAN Urtderfodt r,� t 1T 0.00 . . 0000 0000.. 0000•• 60 .0.06• • 0000.• 0 0000 • • • • 6 • • • 0000 •• •• .9 60 • 0000.• 0000 0000• • • • •• ••• 0000 •...0• VILLA 900 CONCRETE ROOF TILE 0000.. • . . . . 0000.. 0000.. END OF THIS ACCEPTANCE :0006: .. 0000 C�o6 cY NO Y Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 M l�tNll+t` ' MIAMI-DADE 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.eov/vera 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 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: Polyglass Polystick Underlayments ."". • loll loll.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo O}ty,state M!fivuowingg..:. statement: "Miami-Dade County Product Control Approved",unless otherwise noted here".:.. • loll.. loll • RENEWAL of this NOA shall be considered after a renewal application has been filed anc *hare has bmt M change in the applicable building code negatively affecting the performance of this product';••; ."". • .. o• logo loll:. TERMINATION of this NOA will occur after the expiration date or if there has been a rovispoorior change in the :* materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of.aWPIoduct:.g for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to colaply with • 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# 11-0601.10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-1229.01 Expiration Date: 09/13/16 MIAMI•DADE COUNTY • ► Approval Date: 04/05/12 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt underlayment 65'8"x 3'33/8" waterproofing membrane,glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, underlayment 65' x 3'33/8" ASTM D 1970 APP polymer modified,fiberglass reinforced, Manufacturing Location Or 65' x 3' 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 3'33/$" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as #1 &#2 an underlayment in sloped roof assartht�t%s. •••••• Designed as a a roof tike ahrlayme: • 0 . • 00000. 09 ...... Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-Tering, glace- underlayment 65' x 3'33/8" ASTM D 1970 fiber/polyester reinforcefl,Waterprooj5n� :•••• (Surface Printing) 80 mils thick membrane.Designed atai*"tal rootwi and roof•;••• Manufacturing Location tile underlayment. •• •• ••••• ""• • • • • 0000•• Polystick TU P Roll: TAS 103 and A rubberized asphalt wateT600fing4ner cane, ;••••; underlayment 32'10"x 3'3 3/8" ASTM D 1970 glass-fiber/polyester reinforced,with*a Mular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3-'/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-1229.01 Expiration Date: 09/13/16 ruaMi•ogoe col rr Approval Date: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research&Design,LLC 11756.04,01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 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 110/ASTM D4798 &D1970 10/19/11 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 0.6`&08 PUSA-089-02-01 TAS 103/ASTM D4798 &J3155. W7 04/09 •.. Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798 &t;J*55 ; "01/0 •� RX14E8A TAS 103/ASTM D4798 &"16&- 11/6949 •••••• DX23D8B TAS 103/ASTM D4798 &C*4-• 02/?8/10 ;....: DX23D8A TAS 103/ASTM D4798 &C'P55•w PI/LA 0 • •+•• w• •w ••ww• wwwwww www• w+www •• ww ••ww ••w•ww • •www•w • • • s w • www••• • • w w•wwww • w • w• NOA No.: 11-1229.01 �� Expiration Date: 09/13/16 MIAMI•DAD;COON Y Approval Date: 04/05/12 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'/2"and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving 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. she flashing tia*je!sall be••,••• pressed in place and formed around the protrusion to ensure a tight fit. A second lay�r'Of:Polysji�.�shill be applied over the underlayment. 006000 '•: ••••:• • 0 • •••••• •••• ••••• • a • • • • • •••••• •••••• NOA No.: 11-1229.01 OUNTY MIAMI•DADE C Expiration Date: 09/13/16 • Approval Date: 04/05/12 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick 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, TU,and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 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 limitations. Expos re Limitations(days) MTS IR-Xe TU TU Plus TU P Tile Pro I Dual Pro Winter Haven,FL. 180 180 180 180 180 180 180 Hazelton,PA. N/A 30 30 180 N/A 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. 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU,TU Plus, and Tile Pro may be used in botlula e'sive set . . . ... 0000.. and mechanically fastened roof tile applications. Polystick IR-Xe,and Dual Pro are limited to mechanically •• fastened roof tile applications. Polystick MTS is limited to mechanically fastened'y1t�.44tens roofet�: ••••;• applications. Polystick TU P may be used in both adhesive set and mechanically fasroof tile 0000.. applications with the exception of mortar set the applications. 0.0• ••• • • ••••• 9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile as•semblies shall be•as 00 • 00000000 0000. follows: (See Table Below) • .. .. 0000 0000.. Tile Profile Polystick MTS Polystick IR-Xe W;&' k TU,TtJ P( •. . . . us,T.0 P,Tait-Pro • . 0000.. ,. 0 ... Flat Tile Prohibited without battens 5:12 No limitation,• Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11-1229.01 MIAMI•DADE COUNTY Expiration Date: 09/13/16 i • •. Approval Date: 04/05/12 Page 5 of 8 t GENERAL LIMITATIONS: CONTINUED 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles E (6 Max,Per Stack) y 12 C 6 c - 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU, TU Plus,TU P,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,IR-Xe,TU,TU Plus, TU P,Dual Pro and Tile Pro is not listed,a request may be plate to the Authority Having Jurisdiction(AHJ) or the Miami-Dade County Product Control Departanent W17,q 8val provided that appropriate documentation is provided to detail compatibility of the products,winiliuplifi resistance,and fire testing results. ...... .. ...... LABELING: "•• • .... .. .. ..... 1. All membranes or packaging shall bear the imprint or identifiable marking of the m&ft(:&tjurer's Ab1Cpr log8'•••• city and state of manufacturing facility and the following statement: "Miami-Dadt'Colinty Protititf ContrdY"•:' Approved" or the Miami-Dade County Product Control Seal as shown below. : ' . . . . ...... MIAMI•DADE COUNTY • • • • • • • • •• • 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 MIAMNDADEExpiration Date: 09/13/16 • • Approval Date: 04/05/12 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment 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 the 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, 11 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 in designated area marked"nail area, area para clavar"on the face of membrane,with the above stated nails and/or disks. The head 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 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement,Mule-Hide 241 Premium Modified Flashing Cement,Mule-Hide 251 Premium Wet/Dry Elastomeric Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel 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#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's,must be used on all pro�ects for oejb pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6;/4"/l;",prevauj oji% ••• • should be taken, such as the use of battens to prevent the sliding during the loading*prpbeCs. ... .• 7. Minimum cure time after membrane installation&before loading of roofing tiles is *Vy Eight(48)Kours. "•"• 8. Polystick membranes may not be used in any exposed application such as crickets,exp®sed valleys,.or. :••' . exposed roof to wall details. *0**** •• •• ••••• 9. Repair of Polystick membranes is to be accomplished b applying Pol lass Pol ••*•Premi �• ified•• • p Y P Y yg yp4V .5. .y5 ...... Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass.P.QM MB Flashing .• Cement,Mule-Hide 241 Premium Modified Flashing Cement,Mule-Hide 251 Prerxium Wet/D" Elastomeric...:. Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade majtic jo jhe arca in need of repair,followed by a patch of the Polystick material of like kind should be set and Mild railed iia�1$C$over • • the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. the repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: 11-1229.01 MfAMMDADE COUNExpiration Date: 09/13/16 TY . , Approval Date: 04/05/12 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. FOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE ...... .. ...... .... .. .. ..... • ...... .... ..... •• •• 0000 0.00.0 • 0000•• • • • • • • • • • • 09 0000 0000•• • • • •00090 NOA No.: 11-1229.01 MAMMADE COUNTY Expiration Date: 09/13/16 "• Approval Date: 04/05/12 Page 8 of 8 MIAM MIAMI-DADE COUNTY male PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mia"dade.gov/economv 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 RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida OlTding Code including the High Velocity Hurricane Zone of the Florida Building Code. fee*• .. • ..• . • 00 DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 ...... • . 0..*.:. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or to state• follow p��• p g4r��X> saps. ��..' 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 acid then;has been no change•• • in the applicable building code negatively affecting the performance of this product. •• '0••e• ;••• 0 fee 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 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAhIhDADE COUNTY NOA No.: 14-0805.01 1 �6312,11 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 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 this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 •... ProPack®30& 100 N/A Dispensing E ui ;t ••• •" p g q p me .• .• • • PRODUCTS MANUFACTURED BY OTHERS: •••••• Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current N©Oeevhich list attstChment•;••• resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile 9d'*§1Je. .••+•• 100000 •• •• •••• •••••• MANUFACTURING LOCATION: • 1. Tomball,TX. :•.••: PHYSICAL PROPERTIES: so 9 Property Test Results Density ASTM D 1622 1.6 lbs./ft.' 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./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Penn/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% 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. MIAMDADE COUNTY NOA No.: 14-0805.01 11;125Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 i EVIDENCE SUBMITTED: Test Agency 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 .•••• rile. 0600.0 Celotex Corp. Testing Services 528454-2-1 TAS 101 00 6rMZ/48 '. . 528454-9-1 60009 06 060000 r 528454-10-1 ••6.66 • r 6 520109-1 TAS 101 •,,,,' ?"18 ,,,,, 520109-2 *0:000 520109-3 ' 06 66 6e6e 000600 e 520109-6 •••••• • 520109-7 •••••• 520191-1 TAS 101 03/02/99 :....: 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M"'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 3MT" 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. ``-- NOA No.: 14-0805.01 MIAM4DADE COUNT ��J•••• �� Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 . 1 INSTALLATION: I. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- I% 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 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. 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). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed pennanently to sunlighd?••• 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minu;"aftlr 3MT O;*•• •••: Component Foam Roof Tile Adhesive AH-160 has been dispensed. • 0000.. .. 0000.. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum pattlV;itht shall begin ;. ••; accordance with the'Placement Details'herein. Each generic tile profile requires the *I&MG placeAeut doted ' herein. •.•.•. 0000 0000. 90 .• 0000 0000.. 0000.. 00 • • • i ..... • • • 0 •0090• • • • 9 i • MlAMt�DADE GClutm NOA No.: 14-0805.01 Fil• •. Expiration Date: 05/10/17 Approval Date:09/04114 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: 000000 . . 0000 0000•• All approved products listed herein shall be labeled and shall bear the imprint or identifiable Mirkirlg of the•• • manufacturer's name or logo and following statement: "Miami-Dade County Product Contror A�1bved" or the Miami'606:9 Dade County Product Control Seal as shown below. 000000 0000 0000 MiAM¢DADECOUNTI'Y 0000 •• •• 00000 0000•• 0000 00000 • • • • to •• 0000 •••••0 • BUILDING PERMIT REQUIREMENTS: :0*:*: • • • • 0 000000 • As required by the Building Official or applicable building code in order to properly evaluato the installat0eoon000 o this • • . . •0000• system. .. . • 99* • • • MLAMN[7sADE COUNTY NOA No.: 14-0805.01 ������ • ,��� Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 I ADHESIVE PLACEMENT DETAIL# 1 Fla 1Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmc)—23 (148.4 cmc) square inch adhesive contact with the underside of the tile. to "At Medium Profile/ Double Pan Tile �valte� irk y �„ddi ,*4o, 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam of , - ' paddy onto the underlayment positioned as shown under the pan portion of the tile clospt•tootDe w� •-�"��~"_•f,. overlock of the the being s(4. • rF • • • 2. Continue in same mann I.4` ire approximately 1:� • (109.7 cmc)—23 (148.4 square inch a�lhesiv;•••• contact with the undersi f ttie tile' • •••••• 0000 ••••• '�'.' �'� �e-` 0000.• • •• r�;. • • • • 0000•• • • • 0000•• High Profile/Single Pan Tire • •• :o: • 1. Starting at the cave course, apply a minimum 2" jlljl#( � � (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. tin P 2. Continue in same manner. Insure approximately 17 (109.7 cmc)—23 (148.4 cmc)square inch adhesive contact with the underside of the tile. $ s W"Pho i�k�"�•-.w fit• r' .� Drip MIAMt•DAC7E CflUNTY NOA No.: 14-0805.01 .�I� • ®I�� Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 Flat/Low Profile Tile Ur 1. Starting at the eave course,apply a minimum 2"(50.8 " . mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy - onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set.Insure approximately 17 (109.7 cm') e. "" —23 (148.4 Cm2) square inch adhesive contact with the ,� „ M1KMN underside of the tile. . '-. 2. At the second course, apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the the u° 'mm r amu. being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12(77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile/Double Paq,Tile • $ ems ire ! • • • • 1. Starting at the cave coursepapplFea minimu!62"(50,&+••:• ' nun )x 10"(254 mm)x foam paddy onto the idlh'C t os �� underlayment sh er th8 Y P �as Q*n pan portion of the the closesttathe overlbIck of the a . the being set. Insure approlir>aateZy 17 (fib cm) 2 23 (148.4 cm }square inch adhesive contact with the • I underside of the tile. M 2. At the second course,apply 4—minimum.3" -r4.8mm; x 7"(177.8 mm) x 1"(25.4 mm)foam paddy onto the 4�6*JW* underlayment positioned as shown under the pan *c � r 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) MIAMhDADE COUNTY NOA No.: 14-0805.01 ��������� • + ��� Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 r ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) High Profile/Single Pan Tile X 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 the being set.Insure approximately 17 (109.7 cm)— '" ' 21 � 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. �._. 2. At the second course, apply a minimum 2"(50.8mm) F. x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the . 1` O underlayment positioned as shown under the pan 5 3 � # 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. . . .... ...... ...... .. ...... .... .. .. ..... ...... .... ..... .. .. .... ...... . . . . ...... MIAMt•UADE COUNTY NOA No.: 14-0805.01 1213J., Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 1 1. On the eave course only, apply a minimum 2" (50.8 mm)x 10" (254 mm)x V (25.4 mm)foam paddy � t onto the underlayment positioned as shown,under Ur4ew the strengthening rib for flat tile or under the pan �twoftflke CA ' portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave 1; approximately 4" (101.6 mm)up from the eave edge free of foam to prevent the expanded adhesive °! 2X IM from blocking the weep holes. Insure f approximately 17-23 in'(109.7-148.4 cm2)of adhesive contact with the underside of the tile ' . 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1"(25.4 mm) foam paddy onto the underlayment just below RatkowproffleTite the second course line positioned foam paddy under the strengthening rib for flat tile,or under the RA#mqPpWdcoaneMURtaepan portion of the tile,closest to the underlock for t ' l- f the second course tile to be installed. Insure m x � approximately 8-9 (51.6-58.1 cm)of adhesive tit contact with the underside of the tile.•••• •• • !!• • • •!! •f •!••r• Odf (Instructions continued on next••• ae) ...... axein. 7t430e •••• 0 • • r 1flt [ . • .fan Gosure 0090•• Ure • • • • • Fasd3 • • • 0000•• • ! • Median Pronle Tile MI MMADE couNTr NOA No.: 14-0805.01 ®A• • Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 y , ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) t 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x3/4 ' (19 mm)paddy on top of the cave course tile surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. An Install second course of tile. Insure approximately 14 9 (58.1 cm) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm ) -9 (58.1 cm)square inch adhesive contact with the underside of the the at the head of the tile. m Continue in s manner. a e W"P e loin. Ddpedp High ProfileTflo s • ! • • • 0..*.:• • 0*0*00 • ! i • MiAMNDADE COUNTY NOA No.: 14-0805.01 03Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile . t)iNace enough adhesive tai achieve 83 to 7ti 1Starting at the eave course,apply a minimum 2"sq.ln, Steep pitch applications lncontact With the pan tile. fwhonrequired) (50.8 mm)x 10,>(254 mm)x 1,>(25.4 mm)foam 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as tot Kfromoutside edgeofower tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to ZSui in.contartea a tiles from rocking until adhesive has a chance to tlndedaitment cure. 2. Continue in same manner bringing two pan �j courses up toward the ridge. Insure approximately 65 (419.4 cm')—70(451.6 cm') square inch adhesive contact with the underside of the pan tile. Eavedosure (motarshown) ``� 3. Turn covers upside down exposing the underside weephole laseta poard of the tile. Apply a minimum 1" (25.4 mm)x 10" �-�--.° (254 mm)bead of adhesive directly on the inner Rer"Ovetop Portion ofthe eave course cover tits.Ab„ttosecond courseof edge of each side of the cover tile. Leave pan tO#LEnsure eave and ofpan and cover tiles are flush ateave line. approximately 3/4" (19 mm)to 1;(25!,*jnm) Two Piece Barrel-High profile Tile from the outside edge:of trlie tile,inM?d,free off''•';' foam to allow for expa6nsion. : •6 666.. .. 6666.. 6666.. 4. Turn cover tile over afrq fVam is algilie4 and :-*0*: • � place onto pan tile collJtisure t"hAum of.... 20(129 cm2) -25 (1 U 03&"2)squararinch 60:60' contact area on each side of the cover trie to the••••• pan tile. Continue in T"C manner. Tram away •, any cured exposed fodm adhesive.N%"ipg of""•' longitudinal edges of:he cower tiles are %Goo: considered optional. 06666 1 .. 66 6 5. When additional nailing is required, 2"(50.8 mm) x 4"(101.6 mm) nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE C PTANCE i MIAMaDADE CouNTY NOA No.: 14-0805.01 • Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11