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RF-16-415 (2)
k Miami Shores Village 10050 N.E.2nd Avenue NE `' t "••� x� a Miami Shores,FL 33138-0000 Ma K Phone: (305)795-2204 x ji Expiration: 08120/2016 Project Address Parcel Number Applicant 1391 NE 102 Street 1132050230180 Miami Shores, FL 33138-2819 Block: Lot: BAY CONSTRUCTION&DEVELC Owner Information Address Phone Cell BAY CONSTRUCTION& 201 S BISCAYNE Boulevard (305)898-7882 -- - ----- - - MIAMI FL 33131- 201 S BISCAYNE Boulevard MIAMI FL 33131- Contractor(s) Phone Cell Phone $ 18,900.00 Valuation: BLUE PANTHER ROOFING&CONSTF (305)807-1058 Total Sq Feet: 3452 Type of Work:Re Roof Available Inspections: Additional Info:CONCRETE TILE RE-ROOF. Inspection Type: Classification:Residential Up Lift Report Scanning:6 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 $11.40 Invoice# RF-2-16-58693 DBPR Fee $4'88 02/22/2016 Cash $333.16 $50.00 DCA Fee $4.88 Education Surcharge $3.80 02/16/2016 Cash $50.00 $0.00 Permit Fee-New Roof $325.00 Scanning Fee $18.00 Technology Fee $15.20 Total: $383.16 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhemtore,I orize the above-named contractor to do the work stated. February 22,2016 Authorized Signature:Owner / Applicant / Contractor / Agent ate Building Department Copy February 22,2016 1 Miami Shores Village CEIVED Fail-� Building Department 6 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(345)762-4949 FBC 20 (kA BUILDING Master Permit No (S7 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRtC (ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE SHOP DRAWINGS JOB ADDRESS: It, \� 71n- Miami 5 ores •� Co Miami D e Parcel#:, �'�2i �_ ©14 is the Buildirng HWorital[y Designated:yes NO Folio/ Occupancy Type: Load: Construction Type: _____Flood Zone: SFE: FFE: OWNER:Name(Fee Simple Titleholder): one#: 8 6 2 Address: 1 <1r,C-Q Yl State: zip' City: .% Phone#: Tenant/L see Name: Email: n 9 (� C�(�.�e PLIYl� r K®� l lel Phone#:"20j '0J %a S CONTRACTOR:Company Name: ��r J Address: City: 1� 1 State: I-' Zip: Phone#: Qualifier Name: �317-N State Certification,, Registration#: Certificate of Competency#: Phone#: DESIGNER:Archttect/Engineer: City: State• Zip: Address: Value of Work for this Permit: $ 00.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration E] New Repair/Replace ❑ Demolition Description of Work: `r specify color of color thru tile � v .0 Permit Fee$ - ' CCF$ `�1 co/cc$_ Submittal Fee$ 0 Scanning Fee$ Radon Fee$ b� ' DBPR$ Notary$ Training/Educadon fee$ Double Fee$ Technology Fee$ `� ' � Bond$----=----•�,�~ ( -=--� Structural Reviews 5 ---- -- . TOTAL FEE NOW DUE$ Bonding Com{iany's Name cif applicable) Bonding Company's Address State Zip City Mortgage Lender's Name(if applicable) Mortgage Lender's Address State Zi cityp i 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 permit tha ahsepara erpermitill bmust be secured for ELECTRIC,standards PLUMBING,laws SIGNS, POOLS, construction In this jurisdiction. I understand 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 P RM ENC EMENTYOU MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR END 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$25W, 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 Signatu / CONTRACTOR OWNER or AGENT The foregoing i strument was acknowledged before me this The f regoing instrument w s acknowledged before me this by • f 20 AA--,by day of—TED r- XQ 4 day a who grsonally known o who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. Identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:ign: Print: RES ; Y pbaCLAUDIA T.RO HA SILVA Print: LlNA Seal: ��_** ;°S Notary Public-State of Florida Seal: =•� �"? MY COMMISSION#EES72M '°► ; My Comm.Expires Oct 15.2016 $February 07,2017 Commission#EE 43831 . 140�31W83 aom N�ek84+bk�M�i+Nor+k+9«tk*t[tM��rts*+!<8�k4+k*�M�p+b6�#�NA�*�k+S�+LUQ+Rffi�Rw+k#akA��kw�k�k�+Nwtbl��MM��k+k+s�bA t +A # 4 +k s# �ktRs�k+dt1�M*ft�k+B+RM�i+R+k+i*#i�k�MSA�t+k#�k Zoning APPROVED 8Y Pians Examiner Clerk Structural Review Prope Search Application-Miami-Dade County Page 1 of 1 { Q. , OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:2/16/2016 Property Information Folio: 11-3205-023-0180 Property Address: 1391 NE 102 ST � Miami Shores,FL 33138-2619 Owner BAY CONSTRUCTION AND DEVELOPMENT LLC ' Mailing Address 201 S BISCAYNE BLVD 2825 MIAMI,FL 33131 USA E Primary Zone 1300 SGL FAMILY-2801-3000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds I Baths I Half 3/2/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,350 Sq.Ft Taxable Value Information Lot Size 8,585 Sq.Ft 2015 2014 2013 Year Built 1953 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $288,458 $285,772 $280,810 Year 2015 2014 2013 School Board Land Value $399,020 $334,827 $278,658 Exemption Value $25,000 $25,000 $25,000 Building Value $248,514 $238,679 $240,653 Taxable Value 1 $313,458 $310,772 $305,810 XF Value $20,500 $20,752 $21,006 City Market Value $668,034 $594,258 $540,317 Exemption Value $50,000 $50,000 $50,000 Assessed Value $338,458 $335,772 $330,810 Taxable Value $288,458 $285,772 $280,810 Regional _ Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value 1 $288,458 $285,772 $280,810 Save Our Homes Assessment $329,576 $258,486 $209,507 Cap Reduction Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Exemption $25,000 $25,000 $25,000 04/17/2015 $870,000 29592-4649 Qual by exam of deed Homestead _......._........._...___..__...................................... ...._......................._......... 02/01/1994 $289,500 16315-0458 Sates which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 12/01/1989 $255,000 14357-1362 Sales which are qualified School Board,City,Regional). 04/01/1972 $58,000 00000-00000 1 Sales which are qualified Short Legal Description M SHORES BAY PK ESTS PB 55-83 LOT 4 BLK 4 LOT SIZE 85.000 X 101 OR 16315-0458 02941 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on recons.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govrinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/16/2016 Detail by Entity Name Page 1 of 2 Detail by Entity Florida Limited Liability Company BAY CONSTRUCTION & DEVELOPMENT LLC Filing Information Document Number L10000047858 FEI/EIN Number 98-0660230 Date Filed 05/04/2010 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 07/23/2010 Event Effective Date NONE Principal Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Mailing Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Registered Agent Name&Address Ortiz, Alex 354 Sevilla Avenue Coral Gables, FL 33134 Name Changed: 05/24/2013 Address Changed: 05/24/2013 Authorized Person(s) Detail Name&Address Title Manager BREINDEMBACH, JOSE http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 2/16/2016 Detail by Entity Name Page 2 of 2 4330 Lake Road Miami, FL 33137 Title Member, 99% of Membership Ownership/Units B&F CONSTRUCCION C.A. Centro Empresarial La Cascada Piso 4, Oficina 5 Carrizal Miranda, Venezuela VE Title Member, 1% Membership Ownership/Units Kohler, Yumary 4330 Lake Road Miami, FL 33137 Annual ReDorts Report Year Filed Date 2013 02/16/2013 2014 04/19/2014 2015 03/26/2015 Document Images 03/26/2015--ANNUAL REPORT View image in PDF format 04/19/2014--ANNUAL REPORT View image in PDF format 05/24/2013--AMENDED ANNUAL REPORT View image in PDF format 02/16/2013--ANNUAL REPORT View image in PDF format 04/05/2012--ANNUAL REPORT View image in PDF format 03/03/2011 --ANNUAL REPORT View image in PDF format 07/23/2010-- LC Amendment View image in PDF format 05/04/2010-- Florida Limited Liability View image in PDF format CQPvri5$!t u and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 2/16/2016 COMPANY AUTHORIZATION I, a Managing Member of Bay Construction & Development LLC, a Florida Limited Liability Company, do hereby certify that a meeting of the members of said Company, duly and regularly called and held on the 2r day of JULY,2015,a quorum being present,the following regulations were unanimously adopted and recorded in the minute books of said Company, and are in accord and pursuant to the Articles of Organization and Operating Agreement of said Company and are now in full force and effect,to-wit: RESOLVED 1. That OSCAR GONCALVES with Driver's License No. G24-640-60-267-0 is hereby Authorized in behalf of the Company from time to time,to execute and deliver to the City of Miami Shores any and all documents necessary in order to obtain permits for construction and/or renovations involving the following properties: 1391 NE 102 Street,Miami Shores,Fl. 33138 1460 NE 101 Street,Miami Shores,Fl. 33138 1421 NE 102 Street,Miami Shores,Fl. 33128 I, the undersigned, a Managing Member of the Company above-named, do hereby certify that the foregoing Certificate is in all respects true and contains a true copy of the regulations regularly adopted by the members in the manner stated. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed the seal of this Company by order of the Member thereof,this day of JULY,2015. Bay Constru eI pment LLC r J � 3 �? 'yi34 2- U AS : Managing STATE OF FLORIDA COUNTY OF MIAMI-DADE 44 The foregoing instrument was acknowledged before me this U day of JULY,2015 by Jose Breindembach as Managing Member of Bay Construction&Development LLC,is personall known to me or has produced a Florida driver's license identification and who has(not)taken an oath. 60it'D Natary Pubac Stade d Flmtda PentNam . AAatie Jon to Josue EX woos sim►EE 202925 Exmresosrzeno�s Commission Expires: 1 CERTIFICATE OF LIABILITY INSURANCEM(M WWM /1212016 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 poficy(ies)must be endorsed. H SUBROGATION IS WAIVED,subject to the feasts and conditions of the policy,certain policies may require an endorsemant A statement on this cert(ftcate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAM A South Pacific Professions!Ins. PHONE (305)825-3535 FAx No). (305)825-5694 500 K W.49th Street sppinsunr=@hotmaiLcxm Hialeah,FL 33012 INsu s AFFORDING COVERAGE NAIC# Phone (305)825-3535 Fax (305)825-5694 nNSURERA: UNI'T'ED SPECIALTY INSURANCE COMPANY INSURED INSURER B BLUE PANTHER ROOFING&CONSTRUCTION CORP INSURER C: 4630 SW 13 TERRACE INSURER D: INSURER E: MIAMI FI 33134 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 CLAMS. TYPE OF INSURANCE ADDLSUBR POUCY NUMBER POLICY EFF UCY LMM ® coMMERmAL GENERAL LIABILITY EACH CURREN 1,000,040.00 ❑ CLAIMS-MADE W OCCUR DAMAGE T RENTED $ 50,000.00 i ❑ 3 MED EXP Anyone ) $ 5,000.00 A `❑ S111041AIS468 10/16/2015 10/1812016 PERSONAL&ADV INJURY $ 1,000,000.00 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 ❑ PoucY ❑ IM ❑ Loc PRODUCTS-comp/op AGG $ 2,000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY _ MBtiNED SINGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) $ E] ALL OVMD SCHEDULED AUTOS AUTOS BODILY INJURY(Per aa3deM) $ ❑ HIRED AUTOS ❑ A OSS I O%RTY DAMAGE $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS UAB ❑CLNMS-MADE I 3 AGGREGATE $ ❑ DED ❑ RETENTION ! I $ WORKERS COMPENSATION ❑PER El EMPLOYERS'LIABILITY Y I NTUTE ER ANY PROPRIETORIPARTNERIEXECUTIVEDi N/A EL EACH ACCIDENT $ OFFICERIMEMSER EXCLUDED? i (Mandatory in NH) E.L.DISEASE-EA EMPLO $ I M dead wxW E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS below $ j DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Aftech ACORD 101,Additional Remarks Schedule,If more apace Is re*dred) {CCC#1328969 r I 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE j MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 E 2 AVENUE AUTHORM4MUIPRESENTATiVE MIAMI SHORES,FL 331381/ " ®1988-2014 A ORD CORPORATION. AN rights reserved. ACORD 26(2014/01)QF The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 7 1/42016 perm- Plymouth Insurance Agency ThIsCeirtflicaltab Iced ass natbar of LUarrnattnn oMy anti otmftirs no 2739 U.S. Highway 19 N. righft upon the cerfancats Holdw.ThIs certlinram does not amend,exam • Holiday, FL 34691 oraltarthe a aea�►tippowb . (727)938-5562 1 Insurers Affording Coverage NAIC# Innst red: South East Personnel Leasing, Inc. &Subsidiaries Ire A: lion Insurance Comparry 11075 2739 U.S. Highway 19 N. Instlrer InsC: Holiday, FL 34691 D' Insurer D: Insurer E: Coverages The es of Insurance listed below any Or 06M d=arffd with respect to wMch Ws certificate may be issued or may pertain,to Insurance afforded by the policies described herein is subject to all to tams maiustons,and conditions of such policies,Aggregate limits sham may have been reduced by paid claim INSR ADDL Policy Effeefive Policy Etcp Mon Limb LTR INSRD Type of Insurance Policy Number Date Dace (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to,ei Claims Made 13 occur promises Aged Exp Personal Adv Injury neral aggregate limit applies per. General Aggregate Policy ❑Project ❑ LOC Products-Comp'Op AM OMOBILE LIABILITY Combined She Limit (EA Acdde n) 6 Any Auto All Owned Autos (per P lrrjuey Scheduled Autos Flied Ruta Bodily Injury Non-Owned Aube (Per Acciderd) Property Damage (Per Accident) EXCESS(UMBRELLA LIABILITY ERM Occurrence Occur ❑claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2016 01/01/2017 X WCStatu- OTH- Employers'Liability r I-kn ER Any proprleW/parUer/&tecutve officartrnerribw E.L Each Accident $1.000.000 exoluded? NO E.L.Disease-Ea Empkryse $1.000.000 If Yes,describe under special provisions bebw. E.L.Disease-Policy Limits 1;11000.000 Other Lion Durance Cwnpany is A.N.Bast Cornpany ratted A. (Excellent). ANB#12616 Descriptions of OpomtfonsiLacatlons/VehicMstExclusions added by Endorsement/Special Provislons: Client ID: 91-67-745 Coverage only applies to acute employees)of South East Personnel Leasing,Luc&Subsidiaries that are leased to the Bowing Miant Comparry°: slue ftneter ftdtng&cow Corp Coverage only applies to injuries Incurred by South East Personnel Leasing,Luc.&Subsidiaries adive em*V*9,',while working in:FL Coverage does not apply to statutory emp*ee(s)or tntlependerit contradw(s)of the Client Company or arty other entity. A list of the active employee(s)leased to the Client Company can be obtained by fmdrtg a request to(727)937 2138 or by ceiling(727)938 5562. Proms Nasm ISSUE 01-0416(TLD) Berfin Date 9 CER7 tflCATB HOUR CANCELLATION VILLAGE OF MIAMI SHORES Should any of On above described policies be cancelled before to erugratim date hereof,to isadng Insurer will endeavor to mail 30 days written nonce to to certiflcale holder.rayed toftleftbutfallureto BUILDING DEPARTMENT do so shati Impose nes obligation or liability of any Idnd upon tie Insurer,Its agents or 10050 NE 2ND AVE MIAMI SHORES, FL 34138 BLUE PANTHER ROOFING &CONSTRUCTION CORP. RESIiDENTLU AND COMMERCIAL 4 M SW 13 TERR CORAL GAMES FL 33134 LIC#CCC132OW FAX.30-4.6470226 14SWAL VASQUEZ:303-807-1038 ANMLR GN1A1LC0M SLUEPANTIIERR00F1NG@GMAILC0M PROPOSAL CONTRACT Customer Name:MICHAEL SAAR Date:01/14!2016 Ph:M6)252-6374 ymc Job Address: 1391 NE I UND ST F 916 2016 Miami Shores,FL BY: we propose hereby to furnish the following work at the address stipulated in this Proposal/Contract in accordance with the following specifications. ARTICLE Is GENERAL SCOPE OF WORK 1. Clean the working area and disposal ofthe resulting debris,Change all rotten wood(350.8. include) 2. Install(1)base#30 attach with tin-cap- 3. Apply one play(1)#90 paper hot-map or similar underlayment politick. 4. Install all new stack and gooseneck. 5. Install 3,000 sq.feet of new flat concrete file(costumer choice)WHITH FOAM 3MM T P. d e� _NOTA 2� AX ►r Contract include all general labor,permit fees,and all material cost- ARTICLE IIs IN The following items are included in this agreement: Furnish and supervise all labor,materials. • (7)Year guarantee on labor performed on behalf of the project,not to exceed the cope of work as stated in this contract, and under normal wear and tear circumstances. The guarantee excludes extraordinary events such as hurricane damage,fire,or vandalism. 1 The following items are not included in this agreements ® All Trews}and Ceiling All items not included in the scope of work outlined above ® All interior/exterior demolitions not outlined in the scope of work ® All painting • All extra work and materials that require a change orders beyond the standard pricing ® No a/c stands or any work related to a/c units on roof ® No Surveys No gutters • hoof calculations required by city OR COUNTY FL STATE ® Existing illegal or non-approved(no formal City permit and/or update)construction No Architectural Drawings ® Fees that should be paid to applicable governmental institutions Fees for tests required to obtain City approvals Any work or item not shown above as enc is automatically Mt includeai on price.All materials are guaranteed to be as specified. All work to be completed in a worker like manner according to standard practices and following the regulations of the Florida.Building Code.Any alterations or deviation from the above specifications involving extra costs will be executed only upon written orders and will become an extra charge over the price of this estimate.All agreements are contingent upon strikes,accidents or delays beyond our control. ARTICLE IV-. BASEBIIf�UOTATIQN&ACCEPTANCE we propose to furnish materials&labor m accordance with the above specifications,for the sum of- TOTAL fTOTAL COST WILL BE:51800.00 Schedule of Eawnaent as follows or as Roof world nrogr�st FIRST PAYMENT UPON SIGNING CONTRACT 30% ...............................................$5,670.00 SECOND PAYMENT AT TIN-CAP INSPECTION 50%.............................................. $9,450.00 LAST PAYMENT AT FINAL INSPECTION 20°/a......................................................$3,780.00 ARTICLE V•�iGE ORIDERS All change orders must be in writing and signed by all the parties.The Owner agrees that changes resulting in the furnishing of additional labor or materials will be paid for prior to the commencement of any extra work.The Owner agrees that either of them may sign a change order,and that signature will be binding on both. 2 AR31L.Li+ 7io BEQUM—M MM, Upon approval of our proposal by the Owner, theabove stated supe of work for the Project will be completed within reasonable time,of our receipt of First payment. Please note that Governmental approval times vary and are not with;BLUE PANTHERS ROOFING& CONSMUCMN CORP control,therefore they are considered outside the scope of work. ARTICLE YR.-PROPOS"SUBMIM-0M. This proposal has been prepared specifically to suit the specifications and requirements of your project. If we can be of any further services,or if you have any questions regarding this bid,please do not hesitate to contact us for a meeting,to discuss any matter. ARTICLE,y1n:ACCF.P TANCE OF PROPOSAU This document will serve as our initial proposal,upon your acceptance it will become our Agreement (Contract). If the above price,specifications,scope of work and conditions are to your satisfaction and are hereby accepted.Please sign,date blow,and we will proceed with your project immediately. Contract Acee We, the undersigned, have read and understood this entire cWftct, including documents attached by reference, if applicable. We acknowledge that this document constitutes the entire agreement between the parties,and therefore we approved You,the Contractor,are authorized to do the work in acco ce. Dated: Signed: \�,5�'ner/Association Dated 0 bVSigned: if it ontsactorlRepresemwive C SIS MM EVERY RA_Y 3 i [rlIMN MlamWad®County Me EI Fwm b c o "Delivering Excellence Every Day" ZlecUon A(Generall Master Peraa W.- P Ala• P Coma's Nana: Arm JobMiancrIn2771 Roof Cow" y Cl 1 , iL"Slime ❑ MedwdcaRy Fasted Tda flmortLSet Tie S ❑ Math Pw ❑ Wood SNn*sMm ces ❑ spn P*wWww Foam ❑ O#w Roof Type ❑ Meat Roof IR(Re-R ❑ Recog ��No ❑ maintermwe on the root? Yes If valet 7 ❑ P ❑LPGX Are Gas Vent Stags ❑ yes, type RoofMfortrnrtbn Low dope roof area(e.2) 3 S� Std siopw am(1La) t Tom(ftp L SOC&M R(Roof Pbn) Skeet Roof Plat:Mustrate ae Wmh and sectme.roof drag%mom,wveffm wippers and Overftw drams.InCwe cmnmvftw of secwm and IwaK c h+derft dgnerai m of eWvaftd pit ume zorm and kxW=of 0000 • • P (a': Comw tis(a'x al: 0000 00**:* •• • •• ...... . .. of ...... • ..• ..' „• �� 0000 • 0000• �,,, 0000•• 0000 0000• •• •• •• • 0000••• 0000•• • • . . . . ...... w — oo '..' �....; . 0 5 f� U J � Q OC _ t OVO r.� w!.0 CL oP- o z C� w w M � f "Delivering Excellence Every Day" MIAM DAD +'COUNTY ffANJHtKD OWNERS NOTMCATION FOR ROOFING CONSIDERATIONS 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 form. The owner's initials in the designated space indicates that the item has been explained. 16 C 1.Aesthetics-workniansw The workmanship provisions of Chapter 15(High Velocity Hurricane Zone)are for the purpose of providing that the roofing system meets the wind resistance and water incision perfoaanance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or ardhitectural appearance,that are not part of a zoning code,should be adder as pmt of the agreement between the owner and the contractor. a C 2.Rema7ing wood decks: When replacing roofing,the existing wood roof deck may have to be renaded in acxodance with the current provisions of Chapter 16(High Velocity Hwicane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ® C 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.e.townhouses,condornniniuins,etc.).In buildings with common roofs,the roofing contractor and/or owner should notify the is of adjacent units of roofing work to be performed. a C 4.Exposed ceffiW Ems,open beam ceilings are where the underside of the ref decking can be viewed from below. The owner maywish to maintain the architectural appeamnce,therefore,roofing nail penetrations of the underside of dking may not be acceptable.The owner provides the option of maintaining this appearance. •••• . . .... ...... ® C S.Ponding water: The current roof system and/or deck of the building may mot grain Vql qpd may '. .. ..... cause water to pond(accumulate)in low-lying areas of the roof. Ponding can be an'. .. on o$structural.. . distress and may require the review of a professional structural engineer.Ponding may:sheiten the life :••••: expectancy and performance of the new roofing system. Ponding conditions may not bb-M entcuntil the orWQ roofing system is removed Ponding conditions should be corrected. 99:9e: •••• ••••• t�C9 6.Overflow scars(waft ): It is rewired that rainwater flow off tQjthe rlohp not ....:. overloaded from a buildup of water. Perimeter/edge walls o r other roof extensions njay block tfis' .;f.: overflow yrs(wall outlets)are not provided. It may be necessary to install overfMdw kuppMS%accof`danc6 with the requftements of Chapter 15 and 16 herein and the Florida BaNding Com Pkmbing. 1(5 7.Y tion: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(theitself). The existing of attic ventilation shall not be reduced. Ownees/Agenes Signature: Hate: I / Contractoes Signature: I Permit Number: Property Address: �0 2... "'rile Roof System 101=14Dace County HVHZ Electronic Roof Permit Foam ung Drcceilence Every Section D Tate Roof System Roof System Manuftchwer BORAL ROOFING LLC Notice of Acceptance Number(NOAy: 12-0904.12 Mkdn u n[fin Wind Pressures,N Applicable(from RAS 127 or Calculations): P 1: 39.1 P 2: -€ .1 P 3: ti)dmum Design Wind Pressures,(Fran the NOA.Specific system): ' 0.4 Pef Ftil In the speelAe roof assembly components N a component Is not required,Insert not applicable(Ala)In We text box: Deck Type: —5780 Piywaoct-- Optional Insulation: NA i Options!x tF $ ui ns!wn y NA Roof Slope: 142" Opftvg Nailabte Substrfe Attadhment NA Roof Mom Height 14 fL Basesheet Type: • • •••.• .•••• • Medwd ASTM FELT D226 of TileAtttichmertt: • —Adhesive,Medium Paddy Polyfoam P;ypro •••••• • Fastener Type for A#,adtnt • Afternate Me#W of Tile Attedwwd per NOA 1-174"RS NAIL B TII1J •1-5/8" .... .:..' INA Tib Undelayment(Cap i }Type: ' •• ..••. POLYGLASS TU PLS • • gooses Dnp Edge Size&Gabe: 3•fate 26 ga,— ••••• so 669:99 Tile Underiayment Attachment Method: Dnp Edge Luftw al Type I--Gaiviniaed Metah SELF ADHESIVE Drip Edge Fastww Type; 1-174•RS NAIL 4= I Tile Profits: SAXONY CONCRETE TILE Hook Strtp7C"gauge or weight: —Select Hook;Sb ip-- secdonl?_ ! ,Z 21 ins MSM-Dade County HVHZ Electwic Roof Permit Form "De ming Exceftence Every OW Salon E Mis Calculations) Method 1 "Moment Based Tile Calculations Per RAS 12r For Moment based tile system use McMod 1. Compare the values for Mr with the values from W.N the Mf sabres are greater than or equal to the Mr values,for each area of the roof,ftn the tileasttechment meMod Is able. P1: -39.1 x h .MO =Uri: 4.85 S 40.4 NOA Mf P 2: -88.! x ' -At: 6.97 =02: 6.85 s 40.4, NOA Mf PI x 10.200 = Z0.14 -Mg 13,97 a Mr3: 13.17 S 40.4 NOA Mf Method 3"Uplift Based Tile Calculations Pw RAS 127" For Uplift based the systems use Method 3.Compare the values for P with the values forfr.If the F vat are greater than or equal to the Fr values;for am*area of the root then the the aftedirrmt maUtod Is acceptable. P1: x1:�=�xw. -W. xcos 0:az;Fr1: 5 NOAP P2:i._� x l:1_t x W:L.J a -,W. x cos w M a FR:Q 15 NOA P" P& x t X W:�=�-W. =Q X on M=Fr3:Q!9 NOA P •••• Where to Obtain Information to emplets file calculations;..' .' Description Symbol W1mre to F • •• • •••• • ••••• Design Pressure P1 or P2 or P3 Taft 1 RAS 127,or by an engineer analysis prepared,sOWAV seabV tly VWo%ssWO9 0 Ongineer based on ASCE 7. •• •• •• • • •••• • Mean Roof HeW t. H .bb She • • • • Roof Slope S Job Site i •'s '' i••••i Aemdynwft Muter k Product Approval(N)A) • • • Restoring Mon,tent due to Gravity. Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Regpred Moment Resistance Mr Cam Minimum Attachment Resistance I~ Product Approval(NOA) Raqui W Uplift Resistance Fr Calculated Average Tile WeWd W Product Approval(NOA) Tile Dimensions IProduct Approval(NOA) 4 t � MIAMI-DADE COUNTY f PRODUCT CONTROL SECTION ® IS 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.miamiaade.aoy/economy 3MCompany 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.Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3Mrm 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. 0000 0 • • • •••• 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed 141hare has bjerspo change@: in the applicable building code negatively affecting the performance of this product. •00;00 • •• 00.0.0 00000• 0 0 0 0000•• TERMINATION of this NOA will occur after the expiration date or if there has beer6'a IdWsion o0se rage in'the 0 materials,use,and/or manufacture of the product or process.Misuse of this NOA as an en4grs0$0V1ent of W Vroduct;jqr...• sales, advertising or any other purposes shall automatically terminate this NOA. Failure tQ.dbjUply wi1%gfty:;ectio;A400 this NOA shall be cause for termination and removal of NOA. 000000 0 00 0 0 0 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, f lo14 and%lsollowed byetpe••� expiration date may be displayed in advertising literature. If any portion of the NOA is disptayetl,ther;"ftl be dbne • 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 I through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 !APPROVEDI_ Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 r ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 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 3Mrm 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive • AH-160 . . 0000 0000.. Foam Dispenser N/A Dispensing Equipmeft? 0• 0 RTF1000 """ ' •• •••••• 0000.. ProPack®30& 100 N/A Dispensing Equipmeste 6 0000.. 9999 9 0000. 09.90. 9999 0000. PRODUCTS MANUFACTURED BY OTHERS: .. .. .. . 0000.. Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current Wr;ihich list atlachmeigt.„% resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile�dhe,§ive. '000000 0000.. .. 0000 MANUFACTURING LOCATION: ••• 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6lbs./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./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158T., 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. NOA No.: 140805.01 APPROVEDouW71r Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 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 01/116/95 Trinity Engineering 7050.02.96-1 TAS 114 ®3;61.4/96 P36700.04.12 ASTM D 1623 �04#1�8/12 •••••• P39740.02.12 TAS 101 •••• :152/24J12 TAS 123 0000.. :0000: Celotex Corp.Testing Services 528454-2-1 TAS 101 ;I8/2�i'98 ,•••• 528454-9-1 ' 0000.. 0000 0000. 528454-10-1 ' 0000 .. 0000.. 520109-1 TAS 101 0000.. 12/48/98 •• 520109-2 • 0000.. 520109-3 . 0000.. 520109-6 "" 520109-7 •0 • 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 3W 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. or►�E��PPROVED� NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 t 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 attachment 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 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), 0000 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Diiiser RV.100.0 or �� • ProPack®30& 100 dispensing equipment only. 00000* : '06 ..0 0% 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permantPitl 'tb sunlight.' :0000: 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within I to 2 mini w6ft rer 3MW2!6 0000. Component Foam Roof Tile Adhesive AH-160 has been dispensed. 0...0• 0.0• •• •• 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum pat a*fight shall tp in •..:�. accordance with the'Placement Details'herein. Each generic the profile requires the:speti4c plagpmegt noted.,..:. herein. •••••• NOA No.: 14-0805.01 PPROVED Expiradon Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 E l 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 41 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low.Profile #2 12-14 sq. inches 30 High Profile 42 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 0060 Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches .•.34 grattiWider pal?" ' •00.00 • .• 000000 LABELING: •••:•• """ 0000 0 0000.. All approved products listed herein shall be labeled and shall bear the imprint or identifiable$ia6r dng of1he 6 0:*6• manufacturers name or logo and following statement: Miami-Dade County Product Contro*fr* roved�4 th�Miarrli;6•• Dade County Product Control Seal as shown below. 00:0 • •0 0 0 hBAMtiDADE COUMY ' 0 i•6 6 i• •606 6 6 • • + 6.6.66 00 0 0000 • • BUILDING PERMIT REQUIREMENTS: 6..6 As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.:14-0805.01 APPROVED Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 i ADHESIVE PLACEMENT DETAIL#1 Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam -P� 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 artoerwm, f` 4 �� I' ' z z ' (109.7 cm )—23 (148.4 cm )square inch adhesive contact with the underside of the tile. wall thre"bobwk c.rnem Medium Profile/ Double Pan Tile i oheiy •..• 1. Starting at the eave course dapply a.'ruti 4num 21—o• (50.8 mm)x 10"(254 ratty x►I"(21+�m1�)foam '. paddy onto the underl"ftht positbnetYas sho*fl•'•' `��,. J '''�..•� under the pan portion 51W file closest'to the ;....: Overlock of the tile beirl0esety :•••:+ alp. �= .....+ .... ..... 2. Continue in z same mar4Vf a Lure af�1lL+dx*ately.17.�. (109.7 CM2) 23 (148A.arxl.)square inch adhesive . .a contact with the underside o4the We. • •••• • � r �`'-*>:"`..ids f1w� �u►. • p.,a�'�.' • • i....• � � aX`yx E Closure 60:06 • • "Wecou Fescae � '�.•a r ih nl.t High Profile/Single Pan Tile 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 alb r',• `M under the pan portion of the tile closest to the a�n.► Overlock of the the being set. 2. Continue in same manner.Insure approximately 17 z z X (109.7 cm )—23 (148.4 cm )square inch adhesive contact with the underside of the tile. otlp NOA No.: 14-0805.01 �� Expiration Date: 05/10/17 :APPRVEDi Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL##2 nue e► eemtq+e ft"Y OMS0*1h lsof Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 rye,, 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 xi'"' a �'-.ti d` j •- the tile being set.Insure approximately 17(109.7 cm2) 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. "" " • '�� r � � 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 tile " g g being set. 3. Continue in same manner.Insure.approximately 10" (64.5 cm)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. Neil thmwgh Fb ak cemew Medium Profile/Double Pan Tile i __.P&MV 13,eadtTile) 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 tile being set.Insure approximately 176100°9O. cm2)— 000*00 ' 2 In. ¢il 23 (148.4 cm)square ino�t.gdh* sive c9ptacl with the underside of the tile. ����°� •° °°°°;° 2. At the second course,apply asminimum"f 50.8mmS see• x 7"(177.8 mm)x 1"(25*4-R t)foam�addy onto tIit;•• Cb** underlayment positioned U 311"m undc't tZtt pan .00000 ••••• portion of the tile closest Utlfe overlodtftfte tile"":' being set. :°°:°: ° . . . . ...... 3. Continue in same manner!jq$lirg approyj"ately 12;••••; (77.4 cm2)- 14(90.3 cm)square inch'aWfeslve contact with the underside of the tile. (Instructions continued on next page) ���;� NOA No.: 14-0805.01 APPROExpiration Date: 65/10/17 Approval Date:09/04/14 Page 7 of 11 a ADHESIVE PLACEMENT DETAIL# 2 (CONTINUED) High Profile/Single Pan Tile "whir,i tgaatt6 d+ Psde. THY, L Unu'dA-0-FnS '�:`• I. Starting at the eave course,apply a minimum 2"(50.8 ?v:: "' • '~ mm) x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— "`' 23048.4 148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) w [.,.cOv.at x T'(177.8 mm)x 1"(25.4 mm)foam paddy onto the 1Kiri ••.'fiat -:.�r,+�ti.: '�,' _. 6eaepholr underlayment positioned as shown under the pan -, ra, .,,o,. {j! t"""""'"' portion of the tile closest to the overlock of the the 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. 0000 . . 0000 0000.. 0000.. 9 0000 0000.. 0000.. 0000 . 0000. 0000.. 9099 0000. 99 09 99 9 .000.0 099990 9 04, . 9 9 9 00900: 999999 00 9 9 . .99999 99 . 9999 . 9 9 CAM, NOA No.: 14-0805.01 outo r�r oa4oe CExpiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 s � ADHESIVE PLACEMENT DETAIL#3 Nail throughplastiesetnera Paddy ibetweentiiesl Iwhenr"uredr. ✓ ' r 1. On the eave course only,apply a minimum 2" (50.8 Battens optional r mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy Paddy iundertilei onto the underlayment positioned as shown,under sirigit.paddy ,. the strengthening rib for flat the or under the pan V on tap of file :�✓ „�... portion of the tile for low or high profile tile closest to the Overlock of the the being set. Leave paid � ' --, _ � .1 approximately 4"(10 1.6 mm)up from the eave Single paddgmmdertrt ✓ ;'` , r,✓f edge free of foam to prevent the expanded adhesive on tamde°ilarr"'ent,✓'� from blocking the weep holes. insure o s. ` �` ✓f'� approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile t0i - "I ~fit: r't ✓' eia .` in. -� r, �,�'�- � F'; ✓�,�' Apply a4" (101.6mm)x4n (101.6mm)x1 (25.4 min)foam paddy onto the underlayment just below Flat/Low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nail tlhrotrghplasiticcement Singlepalddyundertile pan portion of the tile,closest to the underlock for lvrhets reataar$edl Paddy Ii►etween ti[esl the second course tile to be installed. Insure •. : approximately 8-9 int(51.6-58.1 cm2)of adhesive Itattears �� ~`` Paddy(undestiteP contact with the underside of the tile. ,�- on •,.., 4Y ''~-: y" J•. (Instructions continued on next page) top ! r ~a x 4 in. si paddyan "�.� �� r, ;fr�r ✓'F • • 9999 9999•• £r 9999•• • • • ce Cmaurse feria •••••• • • 9999•• Medium Profile Tile •••• • ••9•• •• •• •• • 90.0.9 • • • • • •009•• •0000• • • • ••909• 00 0 00:00 0 00 0 NOA No.: 14-0805.0] MIAMbDADE4110U Y Expiration Date: 05/10/17 ��I t Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nail through plasMcSingle paddy sander file 1when►ega,iredl ,/ `. 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/e" Paddy tbetweeaatilesi Z (19 mm)paddy on top of the eave course tile p g g surface as shown,on to of the strengthening rib " Paddy rund4et tilep optional for flat the or on top of the pan portion of the tile, ; closest to the underlock of the first course of tile. " o , �' f. '�. Install second course of tile.insure approximately an�n ,�.., � � r' �. Pp Y 4 x ain. 0 —c r'" _ 9 (58.1 CM)9 (58.1 - 11 (71 cm2)square inch adhesive "� `-.,-• !f' contact with the underside of the tile at the overlap Simple 2x4in. 2 2 pa ®n -�y� �� and 7(45.2 cm )-9(58.1 cm )square inch t•Q �le SC`., .� _:' adhesive contact with the underside of the tile at �/ f. the head of the tile. Continue in same manner. Come Ea er Coe— r?/ ti Easda "Ease dosure 84 n.'�•. �2 in. .� s''� Drip age High Profile Tile • •••••o •••o •o•o• • • • • • •••••• •• • � NOA No.: 14-0805.01 CMIAWD�ADECoutgr�r Expiration 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 1. Starting at the eave course,apply a minimum 2" 1)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications 8 50. mm In contact with the pan tile. (when required) ( )X 10"(254 mm)X 1"(25.4 mm)foam 2)Tum covers upside do+m.Place adhesive in paddy onto the underlayment positioned as to in.hom outside ad"of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Insure 20 to 25 sq.in.contact We& ;-o tiles from rocking until adhesive has a chance to Underlay ment i- , cure. ° 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65(419.4 cm2)—70(451.6 cm) square inch adhesive contact with the underside ' of the pan tile.Sheathing Eave closure `" - (motarshown) 3. Turn covers upside down exposing the underside Wee ole Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave tour"cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Ensure eave end ofpan andcover tiles are flush ateave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile file from the outside edge of the tile, inward,free of foam to allow for expansion. 4. Turn cover the over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm)-25 (161.3 cm)squ;awipch contact area on each side of the cosier&iTe to tlw++++ pan tile.Continue in sarn4nannor:T rim away •� any cured exposed fei3m,[rlhesive. POiflting ot'••••• longitudinal edges ofTITCMver tiles&e considered optional.+""+ :+++:+ • + 5. When additional naiiiy�g"�requirC�„�"X50.8 •••••• min)x 4"(101.6 mt"ia4JJgrs or the tie wire +' system using galvanCzed•stainless steed,or ..+.�+ copper wire and compatibie nailsnnayte uses•+•• END OF THIS ACCEPTANCE NOA No.: 14-0805.01 ® e Coutes Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 # MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Soret,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w-,vw.miamidade.eov/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. 0000 DESCRIPTION: Polyglass Polystick Underlayments . . . .... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logy,:4„state:nd following...:. statement: "Miami-Dade County Product Control Approved", unless otherwise noted hereirb•:.. • •..• ...... RENEWAL of this NOA shall be considered after a renewal application has been filed and&&e has I?een no chanA8:00. ...... .... ..... 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 rVisfoij or change in the ....:. materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement o.any product • for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to co nply Nykk.*&V section of this NOA shall be cause for termination and removal of NOA. •• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of pages I through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0717.08 J ,... Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 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 waterproofing Manufacturing Location 6518"x 3933/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/$" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 313/8" APP polymer modified,fiberglass reinforced, #1 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies► Designed as an ice 64 ri field.•,••, •••,•• ...... . .. ...... Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphaltMfraLdhering,glass- (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforcQd�vaterpnoofir :•••• 80 mils thick membrane.Desi ed•"aYnetal reof�n and rciUl';••• Manufacturing Location •••••• •••g ••••• #1  tile underlayment. . . . .. .. .. . ...... Polystick TU P Roll: TAS 103 and ASTM A rubberized aspha4valerproofingmambranel••• • . .. Manufacturing Location 32'l 0"x 3'32/8" D 1970 glass-fiber/polyester=einj'e�ced,With a.g.ranul4••••; #2 130 mils thick surface designed for Was It the w*oT*.•. • underlayment. .. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3133/8" 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 ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. 11071 P) COUNTY NOA No.: 14-0717.08 !APPROVED!__ Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-RI TAS 103 12/04/08 P10870.04.69 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 "-184q6/11 P36900.09.11 TAS 103/ASTM D4798 6:Gl.5%- 0MY01/11 0696:• P37300.10.11 TAS 110/ASTM D4798&61976 :*407W/11 00 P40390.08.12-1 TAS 103 &TAS 1100':�- 6 0j/06/12 P40390.08.12-2 ASTM D 1623 .... . 08/07/12 ;0699: P40390.10.12 ASTM D 1970 '....9 :016703/12 •..6• P37590.07.13-1 ASTM D6164 •001/10*2/13 6.60• P45270.05.14 TAS 103,TAS 110&ASTM- •65/12/14 0000:9 D1623 :60:6: 000 P46520.10.14 ASTM D1623 a �0 :•}B ,�E}6/14 :'666: P44360.10.14 TAS 103 &TAS 11;009 : .iQ/p7/14 :0000: P43290.10.14 ASTM D 1970&TAS 110 6.1.E ZY14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX201-17A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX2313813 TAS 103/ASTM D4798&G155 02/18/10 DX23138A TAS 103/ASTM D4798&G155 02/18/10 aDdAD ___ NOA No.: 140717.08 , Expiration Date: 09/13/16 ;APPROVE Approval Date: 01/22/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"gid,6" o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 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: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"gid,6" o.c.at a minimum 4"head lap.(for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations.Below. . . .... ...... ...... . .. ...... . .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... . .. . .... . . NOA No.: 14-0717.08 ..., EDI___ Y Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 INSTALLATION REQUIREMENTS: 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-'/Z"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. GENERAL U IITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus, Polystick TU Plus,Polystick Tile Pro and Polystick 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 TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G 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. . . 0000 0000.. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer khan the mount of days . listed in the table below after application. Polyglass reserves the right to revise or at"Vreduct exposure times,- not imes;•••- not to exceed the preceeding maximum time limitations. •••••• • • 0000.. Exposure Limitations da s '0000• •'•'•• • • MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Bno•••9 TU Max. FITS Pkw: •• S6 G 0.0000 ••• : ••• •. Winter Haven, 180 90 180 180 180 180 180•••••• 90 180 • FL. • . . • ••• 00 Hazelton,PA. N/A 90 N/A 180 N/A N/A N/ • N/A• N/A• • .• .• 6 0000 • • 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Buld**Lode and Rule 9N-3 of the Florida Administrative Code. NOA No.: 14-0717.08 APPROVED[_ Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 i 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 Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. 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 Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus, Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without 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. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope 4 � "a r �y, Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU P w wr 1 underly ment6-••••: P Y Y 1 4"p Y .....Y system when a applied using the stagging method outlined above. •••• ••••• ...... .... ..... .. .. .. . ...... . . . . ...... . . . . ...... NOA No.: 14-0717.08 a!APPROVED uMY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 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. W_.. ... ........... ............ Roofing Tiles �"'.^."r-........... (6 Max Per Static) C. 2 J' N I N t0 ImOf QE3Ck 'Hf11ldtl'i POE.I'$tit,'if711 P1Us 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are 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. &"MD"ADE' W BUILDING PERMIT REQUIREMENTS: •••• Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 6:0:99 0 •of 6666:0 2.Any other documents required by the Building Official or applicable building code in orojej tQ propegly evaluate i>e•••: installation of this materials. ••••0• Soso S SSSSo SSSS.. SSSS SSSS. 0 . .. .. .. SSSS.. SSSS.. . . .0000. SS • SSSS • • 00 . . NOA No.: 14-0717.08 'APPROVED Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 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, XtraFlex 50 Premium Modified Wet/Dry 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 7"/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/V/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,XtraFlex 50 Premium Modified Wet/Dry 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 PokNfck- •• membranes commences. An approved substrate technical bulletin can be furnished app r;quest,It is• •• recommended to refer to applicable building codes prior to installation to verify accepWie.subst:aft..* ....:. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick meNAM can be furnished:....: 0000 • upon request by our Technical Services Department by calling 1 (800)894-4563. •• •• ••••• 0000. 0000.. 0000 0000. • 0000•• • • • • • • 0000.• 0000.• ♦ • • 0000.• •• • 0000 . • NOA No.: 14-0717.08 ...O ED J Expiration Date: •09/13/16 Approval Date: 01/22/15 Page 8 of 9 t ! t 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(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LINIITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 0000 . . 0000 0000.. ••..•o • •• 0000•• • 0000•• • • • 0••••. 0000 • • • • • • 0000•• 0000 • 0000. 0000•• 0000 0000• • • • • • 0000.• 0000•• • • • 0000•• •. • 0000 � • NOA No.: 140717.08 a ��� Expiration Date: 09/13/16 JAPPRApproval Date: 01/22/15 Page 9 of 9 MI4,M1-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Ryan 208 BOARD AND CODE ADMINISTRATION DIVISION Munni.FIS 33175-2474 T(786)315-2590 F(786)31S-2549 NOTICE OF ACCEPTANCE(NOA) pww.�midade,Ear(j Boral Rooting LLC. 7375 Irvine Center Drive,Suite 100 Irvine,CA.92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated Mow.The Miami-Dale County Product Control Section (In Miami Dade County)and/ar 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. pted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately m yoke,tlludify,•or ...... suspend the use of such product or material within their j urisdiction. RER reserves the righho revoke this acaptance, .. if it is determined by Miami-Dade County Product Control Section that this product or materiatiladis to meePft •••,•• requirements of the applicable building code. 0 0 0 0 0 0 • This product is approved as described herein,and has been designed to comply with the Florldi KW Idin$QxL .... • including the High Velocity Hurricane Zone of the Florida Buildiltg.Code. • DESCRIPTION:Saxony(Shake,Slate,Split Shake)Concrete Roof Tile •• •• •• •••• • . . ..... LABELING:Each unit shall bear a permanent label with the manufacturer's name or loga�city,•State aia okwing:�0 0 0: statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein•• r 0000 • • • 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 pre=W by the words Miami-Dale 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 Building Official. This ream NOA# 12-0308.25 and consists of pages I through 8. The submitted documentation was reviewed by Alex Tigers. 1 NOA No. 12-14.12 Ezp►iratim Dom 12/16117 Approval Deft 12//12 Pur I of 8 t ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing 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 DESCR1IPrm anufactured by Test Product Anplicoat N—Ms e Soecitications Description Monier Lifetiie LLC 1= 16'/a" TAS 112 Flat,interlocking,highpressure extra.0�i*vncrete.••• Saxony(Shake,Slate and w= 12-3/8" roof the equipped with-Wonol holgs, Fqr direct •- Split Shake)Tile .6"thick deck or battened nail-oa,vaw or dilfti*set ...... applications. ••••1• • . • Trim Pieces I=varies TAS 112 Accessory trim,concreg'rooSpieced for dw at h*00si , �' w=varies rakes,ridges and valle%Wopations..•• 00:009 varying thickness Manufactured for eachle,tfile. •,.• ; *00000 •.•••• . • 2.1 MANUFACTURING LOCATION *000:0 0000.. 2.1.1. Lake Wales,FL. '..' .... 0•••• 0000 2.2 EVIDENCE SUBMITTED: Test Agency Test.ld t3ffyier Test Name/Reaort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-MA Static Uplift Testing March, 1994 Engineering,_Inc. PA 101 (Adhesive Set) The Cerner for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc.. PA 102 (2 Quik-Drive Screws,Direct Deck) The Center f.br Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc: PA 102 (2 Quik--Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (I Quik-Drive Screw,Direct Deck) NOA No.: 124)904.12 Expiration Dates 12116/17 Approval Daft 1 112 Page 2of8 t 2.2 Evl<DeN SuBMI°tTI m: Lot-AU rv_ Test Ideotifler Dat_e, The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied Project No 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 Celvtex Corporation Testing 520191-1 Static Uplift Testing .Itch 1999 Service PA 101 • Walker Engineering,Inc. Calculations Aerodynamic Multip*.. ;7XVi-2007 ....�. Walker Engineering,Inc. Evaluation Calculations 25-7094 ...;.. Febwary 1990 Walker Engineering,Inc. Evaluation Calculations 25-7496 .... .Apol 1996:....: Walker Engineering,Inc. Evaluation Calculations 25-7584 �"000 dMmfs r 1996... 25.7804b-8 25-7804-4&5** .. •• ••••0 25-7848-6 :":': ' }. Walker Engineering,Inc. Evaluation Calculations 25-7183 0 0 :114a h 1995''Go*: Walker Engineering,Inc. Calculations Two Patty Adhesive Se;;yshn O AVOI 1999:••••0 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity 00, 2007 Nutting Engineering 129 TAS-112 Jae.2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications,a static field uplift test shall be performed in accordance with TAS 106. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed scion 41 herein. 3.3 30t90`hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manuf cturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. II NOA No. 1244.12 Fxpiratl 1211.6/17 Approval Irate: 1ZW12 Page 3 of 8 4. INSTALLATION 4.1 Saxony (Shake, Slate and 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 Calciulations Table 1: Average Weight and Dimensions(I x w) Tile Profile Weight-W _ Ler4ww(ft) Wkith w(ft) Saxony(Shake,Slate and Spot 11.8 1.375 1.02 Shake)Tib Table 2 Aerodynamic Multipliers-X Tile Profile Batten Application Direct Dock Application Sax Shake, Slate and Split Shake Tile 0.185 0.200 Table 3: Restoring dtm to Gravity-Me (ft4bq .... .. ... Tile 2":12" 3":12" 4":12" 5" 12" .. .�. Profile .....0 gwate r . ... Saxony Battens Direct Battens Direr Battens Direct Battens Direct Batten% tit Bftga Direct • (Shake, Deck Deck Deck Deck Back Deck ••. Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 ' W.W CUZ O 6.4&' " Split . .... Shake) • THe 0 0 ..... NOA No.:124M4.12 Expiratha Date: 12/16117 Approval Date: 12106112 Page 4 of 8 Table 4: Attachment Resistance Expressed as.a Moment-M,(ft4bf) for Nall-0n Systems Til fastener Type Direct Deck Direct Deck Battens Profile (min 16132"plywood) (min. 18132" plywood) Saxony(Shake, 2-10d Ring Shank Naffs 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3`" 9.8 4.9 Shake)Tib Shank Nad 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-1Od Smooth or Strew 24.3 24.3 24.2 Shank Nail Fwd Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nal Esve Clip) .. . 2-10d Smooth or Screw 35.5 35.6'` •• 34.8.. . Shank Nab "�Clip) •• • •• • • 2-1 Od Snxxyth or Screw 31.9 •%9' 32.2•• • Shank Nails Eave CUP) """ • Table 6: Attachment Resistance Expressed as a Moment '..' .. ... for Two Patty Adhesive Set systems • Tile Profile Tile Application Migimum F&Mm .Resis .. .. S Shake Slate and§A Shake Tile Adhesive 31. • 1 See manufactures 22Mpgpjg approval for Instagation requiremerft. 2 FIexIft Products Company THeBond Average weight per patty 13.9 grams. 3Wm 2-Component Foam Roof Tile Adhesive AH-160.Averaw wWgM per patty 8 wains. Table 7: Attachment Resistance Expressed as a Moment-Mr(ft4bf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony(Shake,Slate 3M 2-Component Foam Roof Tib Adhesive AH-160 118.9 and Split Shake)Tile iWm 2 Foam Roof Tile Adhesive AH-160 40.4 3 Lar go paddy BLwement of 45 grams 4 Medium gft placement of 24 gMs NOA No.:12-0904.12 Expiraton Date: 12/16/17 Approval Date: 12/x/12 Page 5 of a . t I Table 8: Attachment Resistanceressed as a:Moment-hh ft-lbf) � E for Mortar or Adhesive Set System Tile Tile Attachment Profile Application Resistance` Sax Shake Slate and Split Shake Tib Mortar Se 43.9 s Tile-Tice Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". Or BORAL-LIFETILE,..... 0000.. 0000.. 0000.. BORAL ROOFING LLC,SAXONY Tax{LAKE WALES f i#•• • • • • 0000.. LOCATED UNDERNEATH TILE 0000 • **:966 ••a.••• .90.0 000.0 •• •• 9.. • 00909 0000•• . 6. BUILDING PERMIT REQUIREMENTS 0 so ' ,0 •9000 6.1 Application for building permit shall be accompanied by copies of the follcavin !. ' 6.1.1 This notice of Acceptance. •• • 0..0.0 • • 6.1.2 Any ether documents required by the Building Official or applicable building covin order to properly evaluate the installation of this system. NOA No.: 1248904.12 Expiration Date: 12/16/17 Approval Date. 12/06/12 Page 6 of S S PROFILE DttAWINGS NAIL HOLES • • 13118"(ebb 1 "(steak 11`" OVERLAY 12 3W • E111 •.•rte• a•.. ••..• SAXONY CONCRETE ROOF TILE(SLATE MODEL) ••..•• • • • • • • 6 SAXONY CONCRETE ROOF TILE(SPLIT SHAKE MODEL) NOA No.: 12.0904.12 Expiradm Date: 12/146117 Approval Date: 12A/12 Page 7 of 8 fit. '`�.�`'•..,�. .�`v ,•,., � '°,, `gt�'"`:. h •� ice.•.�-, `•.-+�•ti \�'��.,.`ti..\ s • SAXONY CONCRETE ROOF TILE(SHAKE MODEL) •••�•• • •• .•s•.• END OF THIS ACCEPTANCE •....• ..... • 1 NOA No.:124M4.12 Expiration Date 12116/17 Approval Date-12106112 Page 8 of 8 Florida Building-Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (L-ow 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,identl as"NA") System Manufacturer: Field:, "oc @ Lap,#Rows NOA No.: I P� —" �— Perimeter: -oc®Lap,#Rows ,@ "oc Design Wind Pressures,Frr+m rzaS 128 or Calculations: Comer: "oc @ Lap,#Rows {� oc Pmax1: ��Pmax2: �7 Pmax3: �� Number of Fasteners Per Insulation Max.Design Pressure,From the Specific NGA Board System: '°Sz, Field: Perimeter Corner Deck: 10 ype: ,� Illustrate Components Noted and Gauge//Thickness- Al 2P Details as Applicable: Slope: .y Woodblock€ng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.ofPly(s): � trip, Base Flashing, Counter- Flashing, ap€nNJ,Etc. An or eet F ert�er on € er€a Indicilte: Mean Roof Height, Parapet Height, Haight of Base Flashing, Component I�Ifit'+3rt�i, Material Thickness, Fasteler %pe, FaMet4er •••••• Insulation Base Layer: Spacing or Submit Manufaotsrers Deta�lis tiwat •• Comply with RAS 111 and Chapter 4G... i '•.' •.••i• Base Insulation Size and T s: ' Base Insulation Fast. er/Bonding Material: •• ;400:0 • • • . . • Top Insulation Layer: 0 •• • •••••• • Parapet . Top Insulation Size and Thickness: ,e0,-�,w Heig • % 000000 Top Insulation Fastener/Bonding Material: """m°" ' •' •.•• %:"": ® • • • •• • Base Sheet(s)&No.of Ply(s): Base Sheet Fastener/Bonding Material: F '� Mean Roof Height Ply Sheet(s)&No.of Ply(s): Ply SkVPerzYmM ateria Tap Ply: •� ' � �s WO JA 04 z— Top Ply_FAst n and M rias• , Surfacing:- MIAMI•DADE MIAMI-DADE COUNTY 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)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamIdadL¢ov/ecoaomv GAF 1361 Alps Road Wayne,NJ 07470 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. 0000 This product is approved as described herein,and has been designed to comply with the Florida BuikWng6Code•••••• including the High Velocity Hurricane Zone of the Florida Building Code. 66 ' ;'• 66 •, 0000.. 6 .. 0000.. DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. ""'• ;••• 0000 0000.. LABELING:Each unit shall bear a permanent label with the manufacturer's name or.to. p•(�s iF +'its>state and •• •• 0000 00:00' following statement: "Miami-Dade County Product Control Approved",unless otherwisegpted hettj4' •• • RENEWAL of this NOA shall be considered after a renewal application has been fi am 4.here leas been no 0000:0 change in the applicable building code negatively affecting the performance of this product. :**see 0 6 6 .0966 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or�c�,*a*nXe i . n • 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 renews and revises NQA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation wes reviewed by Jorge L.Acebo. NOA No.: 13-1022.15 MIAM60ADECOUIVTY Expiration Date: 11104/18 "'• • Approval Date: 11106/14 Page 1 of 16 D ROOn NG SYSTEM APPROVAL Category 'Roofing Suis-Cate ogo,,ry, BUR Material: Fiberglass Deck Tyne: Wood MaxiMum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Dgscrintion GAFGLASO#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS#80 Ultima 39.37"(1 meter) ASTM D4601 Type 11 asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®F1exPly"'6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide- coating. GAFGLAS'PIy 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS Mineral 39.37'(l meter) ASTM D3909 Asphalt coated,glass fiber mat cap§heeo%urfaced Surfaced Cap Sheet Wide with mineral granules.; .•. 0000 •••••• GAFGLAS` EnergyCapTm 39.37"(1 meter) ASTM D3909 Asphalt coated,glass 519a7at cap ehe#bsurfacac --% BUR.Mineral Surface wide with mineral granules Mt"fttory appMed • Cap Sheet EnergyCote ." ;...;. • .... ..... GAFGLAS"Stratavene 39.37'(1 meter) ASTM D4897 Fiberglass base sheet mge&gn bot;%i ja with •• •.• Eliminator rm Perforated Wide asphalt. Surfaced on tlMb4tMom sideVithYnineral•••:• Venting Base Sheet granules embedded in HW?c coating'with factor)'. perforations. GAFGLAS Stratavene 39.37'(1 meter) ASTM D4897 A nailable,fiberglass Ws'b s1feet imp?to ted arfd Eliminator''DNailable Wide coated on both sides with asphalt. Surf'ace'd on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoie SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- WeldT"Smooth Wide modified asphalt and smooth surfaced. Ruberoid"SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld'25 Wide modified asphalt and smooth surfaced. Ruberoido 20 39.37'(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wade glass fiber mat. Ruberoide Mop Smooth 39.37"(I meter) ASTM D6164 Non-woven polyester mat coated with polymer- modified asphalt and smooth surfaced. NOA No.: 13-1022.15 anE Eco� Expiration Date: 11/04/18 CWMAMK=E • Approval Date: 11/06/14 Page 2 of 16 i TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOut Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShiele Fire 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'm Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"`RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuar(r RN Polyiso Insulation Polyisocyanurate foam insulation GAL EnergyGuard'm Perlite Roof Insulatiori Perlite insulation board. •'. ;-Af- "":' .. . EnergyGuard"`Perlite Recover Board Perlite recover board 0:0:09 6AF•0 ••0•:• 000000 EnergyGuarr RA Composite Polyis•) Polyisocyanurate foam insulation with high 00000 CIA;. 0 000000 Insulation density fiberboard or Permalite Perlite 0000 • 00000 insulation •••••• •••• •0:00 SecurocV Gypsum-Fiber Roof Board Gypsum roof board :Uniftf States Gypsum Corp.. Structodee High Density Fiber Board High density fiber board .Blue Ridge.'MtAloard,jnc.* 0 0 0000.. DensDeck®Roof Board Gypsum board Georgia-Pacilji EiyFsum LLC ' c NOA No.: 13-1.022.15 ar�NagpE®1•r Expiration Date: 11/04/18 • •I Approval Date: 11/06/14 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Produet Manufacturer umber Name Deseriution Dimensions (With Current NOM l. Drill-TepT"#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec'414 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-TecT"XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TecT"ASAP 3S Drill-Teel"#12 Fastener with Various GAF Drill-TecT"3"Standard Steel Plate 5. Drill-TecT"3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-TecT" fasteners. 6. Drill-Tec3"Standard Steel Round galvalume plated steel 3"round GAF Plate stress plate with reinforced ribs for use with Drill-TecTM fasteners. 7. Drill-Tec""AccuTrac®Flat AZ-SS aluminized steel plate 3"square GAF Plate for use with Drill-TecTm#12 0.0 Fastener,Drill-TecT"#14 •0000• 666999 Fastener and Drill-TecT"#15 `00` ` Fastener. 0.0.9• 96 9906:4 8. Drill-Tec T"AccuTrace Galvalume Steel plate for use 3"square 00"'0 GAF Recessed Plate with Drill-Tecm fasteners. 0000 . 0000. 0000.. 0000 0000. 0000.. 0000.. .. 0000 0000.. NOA No.: 13-1022.15 MWj OUNW Expiration Date: 11/04/18 ' Approval Date: 11/06/14 Page 4 of 16 s EVIDENCE SUBNIITTED: Test Aeensy Test Identifier Description Date Factory Mutual Research Corp. J-I.2B8A4.AM 4470 07/02/97 J.1.3B9Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I.ODI A&AM 4470 07/29/94 J.I. OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-OlRev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11!15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C 1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-499-02-01 ASTM D6083 .'•'0./l2/14 GAF-500-02-01 ASTM D6093 .'. "'Q3/12/140•';• IRT of S. Fl. 02-005 TAS 114 " ` :•. CV18/02 '. 02-014 TAS 114 ;d3/22/01•`•" Trinity ERD G30250.02.10-3-R1 ASTM D390%... �l/2611$••••; G31360.03.10 ASTM D614...' :"'Q3131/Itl..•. G33470.01.11 ASTMD616+:*-: *••:1•x/16/11!•:••` G34140.04.11-2 ASTM D61'V " •• 04/25/1 t•••;• G34140.04.11-4 ASTM D64af':': '04/25/11 G34140.04.11-5 ASTM D481.7 :•.•44/25/11•"" G34140.04.1 I-S-R1 ASTM D489Z.'` ; �...10/18/11••••; G40630.01.14-2A-1 ASTM D6164 '..•0U07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-RI ASTM D3909 11/26/12 NOA No.: 13-1022.15 asAr�t�ADECourrrtr Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 o€16 Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut'o Fire Barrier Coating,VersaShieldo Fire Resistant Roof Deck Protection or (optional) Securock""Gypsum Fiber Roof Board. Base sheet: GAFGLASO#80 Ultima'"Base Sheet,Stratavene Eliminator Nailable Venting Base Sheet,Ruberoidte 20,Ruberoido SBS Heat-Weld""Smooth or Ruberoie SBS Heat-Weld'" 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS*Ply 4,GAFGLAe FlexPly"'6,GAFGLASO#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLASO Ply 4,GAFGLASO FlexPly""6,GAFGLASs'#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec" #12 Fastener or Drill-Tec'"#14 and Drill- Tec'm 3"Steel Plate,Drill-Tec'"AccuTraco Flat Plate or Drill-Tec""AccuTraco Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side Iap. The other rows are.equallY spaced approximately 12"o.c. in the field of the sheet. •••• ••.•:• (Maximum Design Pressure--45 psf.See General Limitation#9) ;•. •. .0• 000000 0 00 00000 GAFGLAS"Flex Ply""6,GAFGLASO 475 Base Sheet or an3+4*06we base sheets attashed to deck with approved annular ring shank nails and tin caps at•&Fngner smgrApf 9";17.0 at the 4"lap staggered and in two rows 9"o.c.in the field. *000 • ••0•• (Maximum Design Pressure 52.5 psf.See General Limitatti'o' ��'. .":'. 001' 00 • 00 0 00.000 GAFGLASO#80 Ultima""Base Sheet,Ruberoid620,Ruberoieljbp Smooth,4base sheet •: attached to deck with approved 1'/"annular ring shank nails Ind inAerted 3,s plate'dtV•' fastener spacing of 9"o.c.at the 4"lap and in two rows stagg' with a f1s ner spaci4gaf.: 9"o.c. in the center of the membrane. • • • (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAe#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec!" #12 Fastener or Drill-Tec"" #14 Fastener and Drill-Tec""3"Steel Plate,Drill-Tec!" AccuTrace Flat Plate or Drill-Tec""AccuTrae Recessed Plate 12"o.c. in 4 rows. One row is in the?"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet: (Maximum Design Pressure—60 psf.See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec!"insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 13-1022.15 MAM EC(7UNTY Expiration Date: 11/04118 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: OAFGLAS*#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'a' (Continued) #12 Fastetier or Drill-TecTu#14 Fastener and Drill-Tee 7M 3"Steel Plate,Drill-Teo"" AccuTrac4'Flat Plate or Drill-Tec `AccuTrac(p Recessed Plate 8"o.c. in 4 rows.One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design,Pressure—73 psf.See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS"Ply 4 or GAFGLAe 480 Ultima Base Sheet adhered in.a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoae Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options Soo* . 9 9999 9999.9 .. 9 90 . 9 999999 9 .. 9999.. 9999.. 999999 9999 9999.. 9999 9 9999. 9999.. 9999 9999. 99 99 99 9 9999.. 999999 . . 9 9 9999.. 999999 . . 999999 99 . 9999 9 9 99 9 NOA No.: 13-1022.15 MMW ECO[A�TY� Expiration Date: 11/04/18 ' ' • Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM-LnmATIONS: I A slip sheet is required with GAFGLASO Ply 4 and GAFGLASO Flex Ply"*6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/"DensDeck' Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 24-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved,asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. .... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force T)value oAX0 Ibf.,as+•••• tested in compliance with Testing Application Standard TAS 105. If the fastener value!as field-tQltd,•gre below•. 275 lbf. insulation attachment shall not be acceptable. •••0** •• ••"•• 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attaclTi enf is based on a minim* fastener resistance value in conjunction with the maximum design value listed withirriisg*ific+ettr•Shoull t g•• fastener resistance be less than that required,as determined by the Building Official,A vjVd fastrAV spacing,.:..• prepared,signed and sealed by a Florida Registered Professional Engineer,RegisteredAtAtect,$c R'egIstered..... Roof Consultant may be submitted. Said revised fastener spacing shall utilize the widWmwai resistance value .0 taken from Testing Application Standards TAS 105 and calculations in compliance 4ithlkwfingAWWtion ••••�• Standard RAS 117. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiremenfs'of fhese AIM Fastener••• densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 M AMMADECQUM7Y Expiration Date: 11/04/18 vL]' Approval Date: 11/06/14 Page 16 of 16 00 Vzolf TGFU.R1306 Roofing Systems GAF MATERIALS CORP R1306 1361 ALPS RD WAYNE,NJ 07470 USA ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 4.Deck: C-15/32 Incline: 1 Slip Sheet(Optional):---Red rosin paper, nailed to deck. Insulation (optional):--Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond FaslG?nihg System"or any UL Classified insulation adhesive. •••• •••• • Base :--One One ply Type 02"GAFGLAS®##75 Base Sheet"or.'Mr 'y®#V-] gs Sheet (may be nailed). Ply Sheet: One or more plies Type G 1 "GAFGLAS(D Ply 4"or"TerieWe Pl-:00009 r GAFGLAS@ Ply 6 0000 _0 �..., Cap Sheet:—One ply Type 03 "GAFGLAS®Mineral Surfaced Cav; t4 or."V. ••�••' Ply®Mineral Surfaced Cap Sheet"or"GAFGLAS®EnergyCapTM EMIrMineral '- ' ----:- Surfaced Cap Sheet." ------ - • Surfacing(optional):--"TOPCOAT®EnergyCote`rM"applied at a fate Qf 2-gailMAR . �••••, 009• • ...... Copyright 0 2011 Underwriters Laboratories Inc.0 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or Listings(riles)must be presented in their entirety and in a non-misleading manner, without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories inc." must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "Copyright 0 2011