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RF-16-344 (2) Pbrmit o l Miami Shores Village F'etll1Jt Tt Imo' 10050 N.E.2nd Avenue NW IN M rkCtaittcl;an Tile Miami Shores,FL 33138 0000 Pe if Statu .APPROVED. Phone: (305)795-2204 LkORIDp' ; datei312�= , Expiration: 21!2016 Project Address Parcel Number Applicant 9401 NW 2 Place 1131010150200 Miami Shores, FL Block: Lot: VIVIAN RYDZ Owner Information Address Phone Cell VIVIAN RYDZ (305)773-3050 Contractor(s) Phone Cell Phone PAUL KAWALEK ROOFING CO. (305)754-0191 Valuation: $ 11,300.00 Total Sq Feet: 1500 Type of Work:Re Roof Available inspections: Additional Info:TEAR OFF EXISTING TILE ROOF REPLACE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-2-16-58613 CCF $7.20 02/23/2016 Check#:8198 $761.46 $50.00 DBPR Fee $4.13 DCA Fee $4.13 02/05/2016 Credit Card $50.00 $0.00 Education Surcharge $2.40 Bond#:2992 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $811.46 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatio s ccu to and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- a co tra or to do the work stated. February 23, 2016 Authorized Signature:Owner / Applicant r / Agent Date Building Department Copy February 23,2016 1 p,\3 k�, Miami Shores Village Building Department FEB 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ® 1 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762A949 20 � `� BUILDING Permit No. FBCBC PERMIT APPLICATION Master Permit No. Permit Type: WELDING ROOFING JOB ADDRESS:- q q®j iy w i n& p G— City:_ Miami Shores County: Nami Dade Zip; Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): V l V I dl V) y4 ® 1�� �.� � �— Phone#:__3®S r1 X13 3Q.5® Address: city: 0 fP'lp-s State: f:L Zip: Tenant4xssee Name: Phone# Email: CONTRACTOR:Company Name: Post&I K®11.seA-1 ieK R o()-f1h,! Phone#: D Address: 3!g q q .51 W. I �2 q� : fir` city: f\A ra.-IM a State: FL- 73n: 33 oca/] Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: ®600 00 r7 Contact Phone#: Email Address: b DESIGNER:Arclatect/Engincer: Phone#: Value of Work for this Permit:$ l 1 ®� Squaml Anear Footage of Work:_ )S O Typed Work: OAddition OAheration ONew dRRepair� ODemolition Description of Work: 0 �Ae-9 1 11'1 e, I^vo-p- I Oce wi+v\ e, e,IA/ Color thru tile: Submittal Fee$� .v Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee DBPR$ :�k s � � Bond$_ QLC� Notary$ T mining/Education Fee$ ` Technology Fee$ C� Double Fee$_ Structural Review$ TOTAL FEE NOW DUE$ a --4r,I , � t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage bender'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,BORERS,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 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 A� Signature or Agent l 1 Contractor The foregoing instrument was acknowledged before me this �l The foreg ing in was acknowledged before me this day of 0 f�'-�,20 L,by \/ N 4'V E` 02 day of .20 Lb,by i'Ak�L, who is personally known tome or who has produced, who is personally known tome or who hnproduced 1-MVfVL �'— As identification and wl4Ridid take an oath. as identification and who did take an oath. NOTARY PL)BLIC: �,•``���\\\ ... ...Ar/� NOTARY PUBLIC: I1V@/• may: �o:•.cA' ��` � a %� Sign: e; a <_ Sign: �\ ��1'6s' Print: _ o a' $� - Print: - _ My Commission Expires: %l0,Q.®A My Commission Expires: %. �T,9 T e 0F F� tit APPROVED BY $ Plans Examiner. Zomig Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07XRevised 06/10/2009)(Revised 3/15109) F 9 � .�f Miami shores Village 0111 '' Building Department 10050 N.E.2nd Avenue p R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: l V-1 t',V\ Z Property Address: Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) Viy� nyd. Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before lupl� /U day of 1'l h�u��y , ®l co per a $ + Y Notary Public, Sate of Flori itai�bee �� - _ . :Q • When the just valuation of th o W—f $ taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide' eneral Contractor for the Roof to Wall connection Humcane Mitigation. 1!1RW Revised on 5/21/2009 Miami shores Villamn Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)755.8972 Notice to Owner- Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida allows corporate officers in the construction industry to exem�t themselves from this r Statutes. Fla. Stat. § reject prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Em for any is Brochure:project mpensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or fi>Il-time employees, including the owner, must obtain workers, compensation . Cocoveragerporate officers or members of a limited liability company (LLC) elect to be exempt if- in the construction industry may 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.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. o onall liable for the worker co tion iri cries of an allTherefore. u may be owed to work under this t Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: �W c Print Name: ku,-I0, Signature: CW, Signature: ;0AAfA Oy f Gly Gown ofFlorida ) aaHaia State of Florida) i% s , Courcy of Miami-DadeWorn to ) y of ,�� s Swom to and subscribed before me this day of BY e t • By (SEAL) Type of Iden ®�® T of Identification �aaaaassu��a►a4�' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 �� ``41940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 KAWALEK, PAUL RICHARD PAUL KAWALEK ROOFING CO 3847 S.W. 169 TERRACE MIRAMAR FL 33027 Congratulations! With this license you become one of the nearly _one million Floridians licensed by the Depart hent 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. PROFESS! REGULATION AIr. Every day we work to improve the way we do business in order toRC0066925 4h s� UES, 08/19/2015 serve you better. For information about our services,please log onto www.myfloridalleense.com. There you can find more information REGISTERED TOR about our divisions and the regulations that impact you,subscribe KAWALEK,P C fif to department newsletters and learn more about the Department's PAUL KAWALi Ol1G CQ initiatives. (INDIVIDUAL MUST Mf ©GAL Our mission at the Department is:License Efficiently, Regulate Fairly. LICENSING REQUIR�11AEtRtOR We constantly strive to serve you better so that you can serve your TO CONTRACTING IN`ANY-AREA) customers. Thank you for doing business in Florida, HAS REGISTERED under the provisions of Ch.489 FS. and congratulations on your new license! Exphbw date:AUG 31,2017 0508190001114 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION.,INDUSTRY LICENSING BOARD S+A RCOM925 The ROOFING CONTRACTOR ' Named below HAS REGISTERED Under the provisions of Chapter 489 FS. - Expiration date: AUG 31,2017 (INDIVIDUAL MUST MEET ALL L-C I� .LICENSING REQUIREMENTS PRIOR TO 7"TRA1�TIl'd�IN ANY AREA _ KAWALEK, PAUL RICHARA* gyp, PAUL KAWALEK ROOFI� 1 3847 S.W. 169- • MI RAMAR3iL7 ti 1 �fr ISSUED: 08/19/2015 DISPLAY AS REQUIRED BY LAW SEQ# 1-1508190001114 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 KAWALEK, PAUL RICHARD PAUL KAWALEK ROOFING CO 3847 S.W. 169 TERRACE MIRAMAR FL 33027 — -Gongratulations! With this license youbecome 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. *01PROFESSIvIAL F EGULATiON r. Every day we work to improve the way we do business in order to CRC057489 - Eb' 08/20/2015 serve you better. For information about our services,please log onto , www.myfloricialicense.com. There you can find more information CERTIFIED RISMI T1 1L Gi)NT CTOR about our divisions and the regulations that impact you,subscribe to department newsletters an Team more about the Department's KAWALEK,PRUI. I0 p initiatives. PAUL KAWALE& t' �64 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 data:AUG 31.2016 L1508200001495 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CRC057489 ` The RESIDENTIAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 k KAWALEK, PAUL RICHARQ 16 PAUL KAWALEK ROOFI 3847 S.W 16 TF.RRA� a � � MIRAMAR137 "� �' _ �r a. 16j I ISSUED: 08/20/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1508200001495 CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 06BS00007 PAUL KAWAt,EK ROOFING CO. D.B.A.: AW- KAWALEK PAUL i Is certified under the provisions of Cher 10 of Miami-I CounW JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 11/9/2015 EXPIRATION DATE: 11/8/2017 PERSON: KAWALEK PAUL FEIN: 800070495 BUSINESS NAME AND ADDRESS: PAUL KAWALEK ROOFING CO 3847 SW 169TH TERRACE MIRAMAR FL 33027 SCOPES OF BUSINESS OR TRADE: LICENSED RESIDENTIAL LICENSED ROOFING CONTRACTR CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by frting a certificate of election under this section may not recover benefits or compensation under this chapter Pursuant to Chapter 440.05(12).F.S.,Certificates of election to be exempt..apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S..Notices of election to be exempt and certificates of election to be exempt shad be subject to revocation ff,at any time after the flMg of the notice or the issuance of the certificate. the person named on the notice or certificate no larger meets the requirements of this section for issuance of a certilicate.The department shad revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 0 (MMIDDY) TE ACoR" CERTIFICATE OF LIABILITY INSURANCE DA 2/5/016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Jeff Lampert Presidential Insurance Services,LLC PHONE 30523-0350 F^X N,;305-423-0351 2665 South Bayshore Drive#707 E-MAIL ADDRESS, jefF@insurancequotelive.com Miami,FL.33133 INSURERS AFFORDING COVERAGE NAIC tl INSURERA: Preferred Contractors Insurance Company INSURED INSURER 8: Paul Kawalek Roofing Co. INSURER C: 3847 SW 169th Terr. INSURER 0: Miramar, FL.33027 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUER POLICY EFF POLICY EXP LTR g POLICY NUMBER MMIDD MIDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Es occurrence $ 50,000 A PC73424-07 10/28/201510/28/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEMLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY r—] O-O- F LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION X PER OH-EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EAE LOY $ Ifyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) *Roofing Contractor CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2 Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY CC NO: 06BS00007 M C BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES PAUL KAWALEK ROOFING CO DOING BUSINESS IN DADE COUNTY 7472299 SEPTEMBER 30, 2016 Pursuant to County Code Sac 10-24 OWNER TYPE OF BUSINESS PAUL KAWALEK ROOFING CO SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED C/O PAUL R KAWALEK PRES BY TAX COLLECTOR 175.00 09/22/2015 0221-15-007960 This receipt is Dat valid in the following Municipalities:Aventrra,Bond.Hialeah.Key Biscayne. Nfiaad Gardens,Mand Lakes,Palmetto Bay.Pirectest,Sunny Islas Beach.Town of Cutler BayMM . ®0 For more iuformatum,veil wwwmhamideda aovhaacallacmr Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA Blit-DO NOT PAY 5711628 FL B T BUSINESS NAME&OCATION RECEIPT NO. EXPIRES PAUL K SS ROOFING CO DOING BUSINESS IN DADE 3129392RENEWAL SEPTEMBER 30, 2016 COUNTY Must be displayed at place of business Pursuant to County Code y Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAUL KAWALEK ROOFING CO 196 SPECIALTY BUILDING PAYMENT RECEIVED C/O PAUL R KAWALEK PRES CONTRACTOR BY TAX COLLECTOR 75,00 09/22/2015 Worker(s) 1 OfiBS00007 0221-15-007960 This Local Business Tax Receipt only ccubw payment of the Local Business Tax.The Receipt is not a license, permit or a certification of the bolders quali6caftes,to do badness.Holder mast comply with wry governmental or noull"emmentsl regDlatmy laws and regohemeots which apply to the bashmm The RECEIPT NO.above mast be displayed an all commercial vehicles-1111 ami-Dade Code Sec Be-VL � For more kh mahm%vsit 1 r2 -16 "34 IM Florida International Engineering and TestingLab;LLC, F7500 NW 25 Street,#241, Miami, FL 33122 FLORIDA INTERNATIONAL ENGINEERING 'Telephone: (305)378-1991-Fax: (305)378-1997 &TESTING LAB INSIGHT-INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: w Z Job Address: Ci 0 2 < <. Roofing Contractor: wyc)yl f•LG Permit Number- - it. Type of Tile: 'f.A V SG'T Approximate Roof Height: 1 O feet Slope: Approximate Square Footage: >? DD ftz Type of Access to Roof: ✓ Ladder Other Required Testing Force: 35 lbs. Testing Equipment:..&G. 100x Shim o Instrument Date Installed: 60 LAVs�E� 1 &Date of Inspection: < < ------------------ --'�bo �Z---------------------- TEST RESULTS P=PASS,F=FAIL Test Test Test Test Test Location P or F Location P or F Location P or F Location P or F Location Por F 1 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 1 79 99 20 40 60 1 80 100 --------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft RESPECTFULLY SUBMITTED BY: Area Units or ft2 No.of Tests Perimeter 1 coop Field Coo \Itl� Corners o t 1Q Hips&Ridges 4. j DD Vinayagar M.Balakrishnan V� 2tPrl State of Florida Lie#63107 FLORIDA INTERNATIONAL ENGINEERING&TESTING LAB,LLC Job Address: 94 o t t-AW z P t- -, Contractor Sketch of Roof (NTS1 oil Iry WWII I Notes S Res Miami Shores Village y glumBuildinn Department 0050 N.E.2nd Avenue Miami Shores, Florida 33138 OR Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit DATE: TION AFFIDAVIT K /CJI. e, licensed as a=Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: () (98500001`7 On or about 11 '13-0 CW 3 I )® I lb , I did personally inspect the roof deck nailing (Date&time) 'p work at N® / ty V 0•V\ d, ft" (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) q aUQ A/a"'o Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. ' tIIIIIrII////// Ivera Sworn to and subscribed before me this `WeD day of Notary Public, Sate of Florida at Large `STA T 111WO *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection PAUL KAWALEK ROOFING, CO. Date: State of (,� County of Before me this day personally appeared PA-0 ��. who being duty sworn,deposes and says: That he or she will be the only person working on the project located at ,q`o i �' - � plau, Sworn to(or affirmed)and subscribed before me this3 day of .20 B f �KOJA , (J Personally know Or Produce Identification Type of Identification Produce \\Verat��,,,��/�i,/s/ Print,Type or Stamp Name of*taN "1* STATE®\,111!\ /"" 11111111/0 3847 SW 169th Terrace, Miramar, Florida 33027 Ph: (305) 754-0191 ROOF ASSEMBLIES At OOFTOP STRUCTURES r:. r� Florida Building Code 5th Edition(2014) elocity Hurricane Zone Uniform Permit Appllcatiort-Form. \� Section A(General Information) Master Pe6,tNo. Process No. . `v Contractors Name � I K f�LL✓ ®�1 Yl `�� e�� " ' Job Address ` ® ' 9v ROOF CATEGORY O Low Slope O Mechanically Fastened Tile dil Mortar/Adhesive Set Tiles O Asphaltic Shingles 17 Metal Panel/Shingles 17 Wood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 New roof O Repair 17 Maintenance Lf/Reroofing 0 Recovering ROOF SYSTEM INFORMATION VEB 0 � ZO1Fa Law Slope Roof Area(SF)__e Steep Sloped Roof AREA(SSF).L5-0O Total w)-L500 Section B(Roof Pian) Sketch Roof Plan: illustrate all levels and sections,roof drains,scuppers,overflowscuppers and overflow drains.Include dimen- slons of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 20 - I . PSI . . id. . . . . ... . . . . ... . . FLORIDA BuiLoiQ&ora s-.OULDA6�LUOITION(21114) 000 0 0 0 000 . 0 15.37 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Rodda Building Code 51h Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section C(Low Slope Application) Top Ply Fastener/Bonding Material: Fill in specific roof assembly components and Identify manufacturer Surfacing: (if a component Is not used,Identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: System Manufacturer: Field: •oc® Lap,#Rows ® °oc Product Approval No.: Perimeter 'oc® Lap.#Rows_® •oc Design Wind Pressures,From RAS 128 or Calculations: Comer: •oc 0 Lap,#Rows @ °in Number of Fasteners Per Insulation Board: P1: P2• P3: Field Perimeter Comer Max.Design Pressure,from the specific product approval system: Illustrate Components Noted and Details as Applicable: Woodblocidng,Gutter, Edge Termination.St�tpping,Flashing, Deck: Continuous Cleat,Cant Strip,Base Flashing,Co mterflashing, Type: Coping,Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Gauge/Thickness: Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Slope: Comply with RAS 111 and Chapter 16. Anchor/Base Sheet&No.of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Parapet Hei ht Base insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Mean Roof Top Insulation Fastener/Bonding Material: Height Base Sheet(s)&No.of Ply(s): Base Sheet Fastener/Bonding Material: ••• • •• • • • • ••• • Ply Sheet(s)&No.of Ply(s): Ply Sheet FastenerBorang Material: • ' . . . . . . . . . . Top Ply: . . ... . . . . ... . . . . . . . . . . 16.38 FLORIDA EDMON(2014) _ j y ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florlda Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D(Steep Sloped Roof System) Roof System Manufacturer: n®ra� Notice of Acceptance Number: Minimum Design Wind Pressures If Aplicable(From RAS 12 or Calculations): P1• y P1 5d I P1• 1001 Deck Type: {� V<5-01 ry+-W®Od- Type Undertayment: 30 Roof Slope. 0 _: 12 Insuiadon: Fire Barrier: )V//- Ridge VenFastener Type Spacing: 1 o �► 4 VON 1514 h Adhesive Type: Qp�Pi� Type Cap Sheet Lgo I y I pl S Ve'eA Iti 6V,C1< f US Mean Roof Height: Roof Covering: i�Y dnS eoe �lorZS r3-eA} r-t1 kz.-4,&®K.wk4-e Type&Size DripL,162 ed V Edge: .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . . . . . . . . . . . .. . . .. . . . . . . . .. . . . . • • . FLORIDA BUILDfjG ,—tiu0.D11 ,ss}4>tofioN(2014) t89 f , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) , " ' i For Moment based the 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 M,values,for each area of the roof,then the tile attachment method Is acceptable. 1 "Moment Based Tile�a lations Per RAS 12T' Method (P1 �-1 x 7l 3= 1",Ot —Mg =M„n o Product Approval f4 . a� o n (P2xA,B=aa1o�—Mg: =M�r1. Product Approval M, o (P3.JML k x.313=31 ►-Mg:3 =Mr,, Product Approval M, Method 2"gimpllfied The CalculationsPer Table Below" Required Moment of Resistance(M,)From Table Below Product Approval M, Mr required M®me t-Resistance• Mean Roof Height 15' 20' 25' 30' 40' Roof Slope 2:12 34A 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 321 33.8 35A 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:19.,. 26.4 28.0 29.4 30.5 32.4 7:12 4-1 25.9 27.1 28.2 30,0 `Must be used in conjunctl6n with a list of moment based file systems endorsed by the Broward County Board of Rules and I Appeals. For Uplift based tlle,systems use Methgd 3.Compared the values for F with the values for Fr.If the F values are greater than or equal to the Fr values,for each araa'df the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 12T' (P1: x L = Rf x w:=_ I—W: x cos 6 =F„ Product Approval F (P2 x L = x w:=_J—W x cos 8 =F,2 Product Approval F (P3 x L x w:= )—W: x cos 8 =F„ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS by PE le 1baso on an engineering analysis pre- E 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Prodf eVj2)rav4I% :00 ••. Required Moment Resistance Ma Calcine •• •• •• Minimum Attachment Resistance F' Produ8fAopraval• •' 000 •• •• Required Uplift Resistance Fr Calculated j Average Tile Weight W PriftcCA0provel•. . . •.• .•. Tile Dimensions L =length W=width Pi gd.Aqprbvgl ; ;• •; ;• All calculations must be submitted to the building official at the time of permit apAicad8n. I . . . . . . . . . . 15.40 FLORIDA B�JILDING."DE;Bjm 106gtp EDITION(2014) 1 t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Bullding Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section E(Tile Calculations) For Moment based file systems,choose either Method 1 or 2.Campers the values for AAr with the values from M,.If the M,values are greater than or equal to the M,values,for each area of the roof,then the file attachment method is acceptable. Method 1"Moment Based Tile Cpicuiations Per RAS 127° (P1.3-U. x A a�_i;—LaA-Mg:J03,=Mn Product Approval M, (p2 xA dU=aI oil I-Mg:SAV—Mr,MIS Product Approval M, (p3-.LQOB xA ja=3LrA)-Mg:&a=M,3a*L3—o 149 Product Approval AA, Method 2"Simpllfied Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval M,required Moment Resistance- Mean Roof Height 15, 20' 25' 30' 40' Roof Slope 2:12 34A 36.5 382 39.7 422 3:12 322 34.4 36.0 37.4 39.8 412 30.4 1 322 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 j 7:12 24.4 25.9 27.1 28.2 30.0 -Must be used In conjunction with a list of moment based Se systema endorsed by the Browsrd County Board of Rules and Appeals. For Uplift based IIIc systems use Method 3.Compared the values for P with the values for Fr.if the F values are greater than or equal to the Fr values.for each area of the rod.then the tfle attachment method is acceptable. Meted 3"Uplift Based Tile Calculations Par RAS 12T i (P1• x L = x w:= -W x cos t3 =F„ Product Approval F (P2: x L = x w:= 1-W: x cos 9 =Fa Product Approval F (P3 x L x w:=_)-W x oos 9 =Fp Product Approval P i Where to Obtain Information Description Symbol Where to find Design pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope Job Site i Aerodynamic MuWpftr Product Approval Restoring Moment due to Gravity Me Product Approval Aftachmentl1gsistance. . I1i, Product Approval Required Mom rat '. Ma Calculated Minimum Attac hmerd Resfsiarx:e F Product Approval Required Uplift Res�tance F, Calculated Average Tile 1Neio0 W Product Approval no DW 3 .. :17 =Iwj0 W=width Product Approval AD calculations must be submitted to the buildIng official at the time of pwM awn. . . . . . . . . . . 1540 .:. : : . •:. V : FLORIDA BUILDING CODE—SUILDDIG.5th EDMON(2014) SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 1. 1 Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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. 2. C y Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be rehared in accordance with the current provisions of Section R4403.(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 units(i.e.,townhouses,condominiums,etc.) In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the ap`p�earance. 5. `T--11 Ponding water:The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system.Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 0 Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension 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. 7. 4/ : :%ndlati®n;Nbs1 roof structures should have some ability to vent natural airflow through the int0ort4 tie jtjc�j visembly(the building itself).The existing amount of attic ventilation shall not be fe'ducbd*lt My bd beheficitifto consider additional venting which can result in extending the service life of the roof. • r� Own'erh ens ' nat�r�e Ie'•' Contractor Signature Date Revised on'l/9/2jo jA • •• •• • • • •• •• ••• 0 0 0 ••• 0 • s ®" 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.gov/pera 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: Saxony 900 Concrete Roof 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 colt of 24&ittrc**N%A shall be provided to the user by the manufacturer or its distributors and shall be available•?orApee;ona*t le*�ob-site at the request of the Building Official. This renews and re`jjes NQA#Q7-07"Q3 4pd consists of pages 1 through 8. The submitte4 dbculnentdioh$vas reviskel by Alex Tigera. •. . . .• . . . . . • •• .•• .•. NOA No.: 12-0222.03 MIAMNDAD;eOurl rr y' Expiration Date: 04/26/17 • • : : ; 0:0 ; ; Approval Date: 04/19/12 • : :0: : • Page 1 of 8 • •• •• 000 • •• •• S ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile,interlocking,high- w= 13" pressure extruded concrete roof tile 1-5/32"thick Slate equipped with two nail holes. For 1-9/32"thick Shake& direct deck or battened nail-on,mortar Split Shake set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, Width: varies concrete roof pieces for use at hips, varying thickness rakes,ridges and valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Reyort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for AppUd ": .'. :94-*660A Static Uplift Testing March, 1994 Engineering,Inc. -. •• • TAS 101 (Adhesive Set) •.••. . .. ... .. . . . .. . ... . . ... . . . . . . . . . . . .. . . .. . . . . . . .. . . . . . . . NOA No.: 12-0222.03 MIAMt•DADE COUNTY JAPPROVE ••• • Expiration Date: 04/26/17 . . Approval Date: 04/19/12 . Page 2 of 8 . .. .. . . . .. .. ... . . . ... . . t The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing&Engineering, R1.894 Physical Properties Aug. 1994 Inc. 82.894 TAS 112 83.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 •. •• : • �alcpjations Walker Engineerini jnc. •; ,•o ; ; 0.rvajuation 25-7584 December 1996 0 0 0 '.: ' :� 1calations 25-7804b-8 25-7804-4&5 ... . . . . 00: . . 25-7848-6 . . . . . . .. . .. . . . . . . . . . .. . . . *00 0 . • •0 NOA No.: 12-0222.03 rw MIOADE couw nr Expiration Date: 04/26/17 ••• ••• Approval Date: 04/19/12 . .. .. . . . .. .. Page 3 of 8 ... . . . ... . . i Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers -1 (ft) Tile X (ft ) ;L (ft) Profile Batten Application Direct Deck Application MonierLifetile Sa)ukfy 900 : 0.289 0.313 Slate, Shake&S lit Shale.*: •• •.• •. . . . .. • • • • • • • • • • •• • • •• ••. • • • • • • • •• • • • • • • • • NOA No.: 12-0222.03 MIAM{•DADE COUNTY ��ffjuyxlxjgj Expiration Date: 04/26/17 ••• • "• Approval Date: 04/19/12 Page 4 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake& 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. . . • . . . • . . • •• • • •• • • • • • • • •• • • • • • • • NOA No.: 12-0222.03 MIAMhDAD;COUNT? Expiration Date: 04/26/17 ••• • • • • ••• • Approval Date: 04/19/12 f ;•; : Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Polyfoam Pol ProT'" 118.9 Slate, Shake&Split Shake Polyfoam PolyProrm 40.4 3 Large paddy placement of 45 grams of Pol ProTA°. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monierl-ifetile Saxony 900 Mortar Set 43.9 Slate, Shake&Split Shake 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .• ••• . . • . . •• • .. . . . . . • .. ... .. . . . .. ••. ••. • . . . 000 099 • .. . . . . .. . . . .0.0 . . 0 00 NOA No.: 12-0222.03 JAPMIAMbDADE COUNTY .., , Expiration Date: 04/26/17 0:6 0:0 Approval Date: 04/19/12 ;'; : ; • : Page 6 of 8 • •• •• ••• •••• •• •• ••• • • • • PROFELE DRAWING NAIL HOLES 1 5/32"(slate) 1 9/32"(shake) 17" OVERLAY 13" WATERLOCK SAXONY 900 CONCRETE ROOF TILE(SLATE MODEL • _ . .. . . . . ... . . MONIERLI�yI'iI:E SA:C0Njy j00 Ci7N�TE ROOF TILE(SPLIT SHAKE MODEL .. . . .. . . . . . . . .. . . . . . . . NOA No.: 12-0222.03 M PPR coin Expiration Date: 04/26/17 ' ' ' "' Approval Date: 04/19/12 ' . . . . . Page 7 of 8 . . . . . . .. .. • . . .. .. ... . . . ... . . __ � `a -:' -`-tea•-",� <„_'` - --.- :�., :a -`• -- _ - •''ti'`` _ `,• _ -tip _ _ ate:-. - :'s'. .��'•^ -=.ay .`tip �.a�-•-. a•ti\, - a-a a MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SHAKE MODEL END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . . . . . . . . . . . .. . . .. . . . . . . . .. . . . . . . . • •.• • • • NOA No.: 12-0222.03 CMMUM*D�ADECOUZ Expiration Date: 04/26/17 •;• ; ';• : ; Approval Date: 04/19/12 :': : . . .. .. . . . .. . Page 8 of 8 660 0 • 0 Y.• 0 0 r 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.gov/pera 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. 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 fob site at-the rre quest of the Building Official. This renews and revises NOANI 1-U124.44®.rideMsistwof pages 1 through 7. .. ... .. . . . .. wa The submitted documentation s reviewed by Alex Tigera. . ... . . ... . •• ••• • NOA No.: 12-0228.18 MIAMI•QADE COUNT? Expiration Date:05/10/17 ... , 0 Approval Date:05/10/12 • . • Page 1 of 7 . . . . . . . . . . . .. .. . . 0 00 00 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 1.6 lbs./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 D7126 +0.07%Volume Change @-40'F.,2 weeks • •• %• +6.0%Volume Change @158F., 100% Humidity,2 •• ••• •• •• weeks Closed Cell Content ASTM D 2856 86% . ... . . ... . . . . . . . . . . . .. . . .. . . . . . . . .. . . . . . . . •• ••• • NOA No.: 12-0228.18 HILAM n DE COUNTY 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 Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA 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- 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. . . ... • • • • • • • • • • •• • • •• • • • • • • • • • • • • .. • ...• • • NOA No.: 12-0228.18 MIAM4DADE COUNTY Expiration Date:05/10/17 ••• ••• • 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 RTF 1000 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 HighProfile 2 Piece Barrel #1 17/side on cap and 34/ an N/A Flat,Low,High Profiles #2 24 N/A Flat,Low,High Profiles 1 #3 8 .. ... . . . . . .. .. . .. . . . . ... . . . . . . .. ... .. . . . .. . ... . . ... . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . .. . . . •• ••.• . . . NOA No.: 12-0228.18 MIAMPDADE COUNTY Expiration Date:05/10/17 ...• M Approval Date:05/10/12 • • • Page 4 of 7 . . . . V: . . . . . .. .. 00 . .. .. ... . . . ... . . 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 Nd through PMC Cement Paddy Rene ane) Na through Oak CoWd Paddy meneam no) Underlayment ASA, 101 10 21 Fare Coin Feeds EMCON Feeds Eave cam a*. Em com a*. Save ClOellre EareClosure Keep Whesive approL KeepadhesiveapproL 4 In.up from wephelas 4hupftmweephales 005"d We for Nall through plait cement Paddy ROOM Th) 1)Place enough adhesive to achieve 17 to 23 st"Pwappkidim Nalithrough plaeftanent equine Inds In Wfim With the Pan toe 2)Turn cam up*e dom Plus adhesive 1121n. To I In,From outside edge of cover We, Then In"theft 1.144aft"Ient Ean CWW EM Clones ED" .K6P adhasive appmL 4 In,up Fascia of IN a emmye cam Ise. Abutto cmuse of O*rd Pon Sea.ftn save end of Pat"Mertar pan amt coverftare flush at am One, onlonpadinal ecipsiddie ' 'Eave dom Weephole Feeds (Moftdm) 00• :0 00: so* 000 000 NOA No.: 12-0228.18 Expiration Date: 05/10/17 MIAMI•QADE COUNTY ODsee 0 • *:o • Approval Date:05/10/12 .IAPPRVEI 6 : : : : Page 5 of 7 : :660: 0 0o Doo e e 6 60o 66 00 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastIc cwnpant PR**ath Toe) Nall through plask cement Paddy(BeNO THe) Undglayffod Urldslayment T Im In. Em Cum 0 Fascia Fasda % w"We Em Course Emdosure Em Closure Drip edge Nall through pladc cement Paddy(Beneath Tile) Unideft"Mwit In. n. Em Closure EmmCwm Fascia I NOA No.: 12-0228.18 I-DADE SO Expiration Date:05/10/17 h0AMApproval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement pay Nall through plastic cement Single paddy under the (between too) Und0daWymMa Single paddy between the Pa* 2 In.x 7 In.medium (under Me) size paddy me course only Single paddy --------- rLx 3 IrL T31n umier die x 3 In. 4 In. In. Single Single paddy on tin. 4 In. paddy on layment under- layment Single paddy Fascla course on top of tie We0de Single Paddy In.X 71n.mediumEm Em closure on top Of tie size paddy save % Course edge Fasda course only DdpI I Nail through plastic cement Single paddy undertile Single paddy between Ole 3 In.x 3 In. 4 In. Single paddy on undedayment 2 Single paddy Earn Closure on top of tile in.x 7 In.medium size Em paddy am course only Course Fascla L- I END OF THIS ACCEPTANCE NOA No.: 12-0228.18 MIAMI-RADE COUIVT7 Expiration Date:05/10/17 Approval Date:05/10/12 JAPPROVED1 Page 7 of 7 MIAMI-DADE COUNTY -f PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 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 Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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 e*q.,%0Pjh11lPeprovided to the user by the manufacturer or its distributors and shall be available for inspectipn atQie.14b Sit$dAe"request of the Building Official. • .. ...• .. . •. . ..• This revises NOA#11-1229.01 and consists of pages 1 through 8. The submitted documentation�%s reviiwed by Ale,&Tigera. •• • • •• • • • • • • a` 6 NOA No.: 12-0713.02 MIAM4DADECOUNTY ••• • • • • ••• • • . . . . . . Expiration Date: 09/13/16 i i • i i•i i i • i Approval Date: 02/14/13 •i• i• •i ••• •i• i• •i 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 353_3/8" 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 assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass- underlayment 65' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof Manufacturing Location rile underlayment. #1 &#2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10"x 3'33/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular 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 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof .. ... . . . . . .. tile underlayment. Polystick Dual Pro lZell: •• T,A$ j03 laid A rubberized asphalt self-adhering,glass- Manufacturing Location 61' )r3'3-0t8- ••' AS11V lY f970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and • •;• •• .•. roof tile underlayment. .. . . .. . . . . . . MIAMFDADECOUNTY NOA No.: 12-0713.02 ... ••• ••• Expiration Date: 09/13/16 • • ••• ' ' Approval Date: 02/14/13 . . . . . . . . . . • •• • ' ' •• Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. 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 P 10870.04.09 TAS 103/ASTM D4798&G 155 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 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PR101111 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 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798&G 155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798 &G155 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23138A TAS 103/ASTM D4798&G155 02/18/10 .. ... . . . . . •• so .. . . . see .. . •• • . • ... . . . . . . . . . . . .. . . .. . . . . . . . .. . . . . . . . NOA No.: 12-0713.02 MIAIMFOBf►DE COUNTY ...0 , ••• • ••• Expiration Date: 09/13/16 • "' ' Approval Date: 02/14/13 . . . . . . . . . • " " ' ••. • Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Base Sheet: One or more plies of ASTM D 226 Type H 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. 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 underlayment. .. ... . . . . . .. •• . . • • . .. . . . . ... go. • . • . • . • .. ... .. . . . .. . •.• . . ••• . . . . . . . . . . . o': . . .. . . .0000.0 : : .. NOA No.: 12-0713.02 MIAMtiW►DE COUNTY JAPPROVEDI ••• • • "' ' Expiration Date: 09/13/16 • • •" ' Approval Date: 02/14/13 . . . . . . .. . . . . ' •• •• 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.Polystick IR-Xe,TU,and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 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. E osure Limitations da s MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven,FL. 180 180 180 180 180 180 180 90 Hazelton,PA. NIA 30 30 180 N/A 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,Tile Pro and TU Max may be used in both adhesive set 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 with battens roof tile applications.Polystick TU P may be used in both adhesive set 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 Polystick IR-Xe Polystick TU,TU Polystick TU Plus,TU P,Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens 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. .. ... . . . . . .. .. . . . . . . 4... ... .. . . . .. . . . . . . . . . . . . . . . .. . . .. . . . . . . . .. . . . . NOA No.: 12-0713.02 MIAM!•DADE COUNTY .... , 0:0 • • • '•' Expiration Date: 09/13/16 • • ' "• Approval Date: 02/14/13 . . . . . . . . . . . .. .. . . . .. .. ... ... • Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of 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 (6 Max.Per Stack) Q 12 0 6 N r t0 imot Deck prepared with POLWnCKTU Plus 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,TU Max,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,TU Max,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,TU Max,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. MIAMI-I]ADE couKnr 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. .. ... . . . . . .. • •• • • • • ••• •• • • • • • • i • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • •• • • •• • • • • • • • •• • • • • • • • MIAMIDADECOUNTYNOA No.: 12-0713.02 ••• "' Expiration Date: 09/13/16 JAPPROVED1 ' ' Approval Date: 02/14/13 . . . . . . . . . . . .. .. . . . .. .. ... +•• 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,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 projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/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. 8. 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 Flashing Cement,Polyglass PG500 MB Flashing Cement 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 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. .. ... . . . . . .. . ... . . ... . •• • • •• • • • • • • • •• • • • • • • • MIAM1�►DE CO� NOA No.: 12-0713.02 • ••• • • • • ••• • • Expiration Date: 09/13/16 • • • • • • • • • • ••' Approval Date: 02/14/13 . . . . • • . • . . •;. ;' •: •.• .:. :' •e Page 7of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 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. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... .. .. ... .. . . . .. . :0 • •• • . . . . . . . . . . . . •: :• • •: : : • : • : : 00 NOA No.: 12-0713.02 MUUNFDADE Ct7UNTY ... ED! • • •�' : Expiration Date: 09/13/16 • • • •'• ' • • Approval Date: 02/14/13 • • • • • • • • • • • •• •• • • •• •• Page 8 of 8