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RF-16-3342 Permit NO. RF-12-16-3342 Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE Per r It Work Classification:Tile/Flat Miami Shores,FL 33138-0000 Permit Status:APPROVED ° Phone: (305)795-2204 F< R1oA 06/28/2017 Issue Date:1213012016 Expiration: Project Address Parcel Number Applicant 10290 NE 2 Avenue 1132060131700 Miami Shores, FL 33138-2348 Block: Lot: SHAHIDA SHAKIR Owner Information Address Phone Cell SHAHIDA SHAKIR 10290 NE 2 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 27,900.00 HARDTOP ROOFING (786)523-3773 Total Sq Feet: 3808 Type of Work:Re Roof Available Inspections: Additional Info:TILE/FLAT ROOF RE-ROOF Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RF-12-16-62321 CCF $16.80 12/12/2016 Credit Card $50.00 $841.56 DBPR Fee $4.88 DCA Fee $4.88 12/27/2016 Check#: 1423 $500.00 $341.56 Education Surcharge $5.60 12/30/2016 Credit Card $341.56 $0.00 Permit Fee-New Roof $325.00 Bond#:3289 Scanning Fee $12.00 Technology Fee $22.40 Total: $891.56 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, rawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I surae responsibility for all wo done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC ,PLUMBING,MECHANICAL[ve INDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI : I certify that all the foregoinrmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon' g. uther I autt a -named contractor to do the work stated. " December 30, 2016 uthoriz�Sigture:Owner Applica / Contractor / Agent ate Buildinartment y December 30, 2016 1 Miami Shores Village 5 Building Department q1 1z2o�s / oa g p 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 Fr�BC 201 ( BUILDING Master Permit No. 1�-•= �p��'7 Z PE IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: /62 90 AIE 2n,1,4L#, City: Miami Shores County: Miami Dade zip: Folio/Parcel#: /!-3206-O 13- 1700 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: A f-f-r-o0 OWNER:Name(Fee Simple Titleholder): S bU A i Ola -Shot k I r Phone#: 7,?6 —k59- 2 6 y9 Address:_ 1429/1 E- 2j2i AI)p City: /(l i oirnl Sho&re 5 State: El zip: 33/.?9 Tenant/Lessee Name: Aj/6 Phone#: N�R Email• 41 �a CONTRACTOR:Company Name: 14ran04-e4 Ptici r-'r4 Colo Phone#: ''B•6-523-3773 Address: I ZS Sw 251 r'i City: N11 owl i State: r� Zip: 33 32 Qualifier Name: 1 G1q 5C4-) (-,40%V 1 C7a.d'GICi Phone#: 7ZG-s23-3773 State Certification or Registration M (C6/328 _Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: 'i 1A Address: tv'a City: 1k State: ri Zip: _ Value of Work for this Permit:$ 27'800.06 Square/Linear Footage of Work: 3608 s y-�- Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Re P oo Specify color of color thru tile: dl h lack 11-9 s A� see a c 60/�ho-) Submittal Fee$ Permit Fee$ CCF$ CO CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) , 'r 1•, Bonding Company's Name(if applicable) Bonding Company's Address City State "� Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address----`---- City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such osted notice, the inspection will not be approved and a reinspection fee will be charged. in P, �. ure 'X Signature g N c' • OWNER or AGENT ONTRACT R < 8� ' " • regoing instrument was acknowledged before me this The foregoing'nstru me t was acknowle ed before me this W 1. day of De—CfM6eC 20 16 by day 'r1)9Ye-r20 by cii�a1 a�C�t who is personally known to �C�S1371 Gi f�Q� ,who is personally )I known to see,N,, e who has produced T-L.-DL as me or who has produced as ification and who did take an oath. identification an d takeaa oatl], NOTARY PUBLIC: r ►".��"' MARIA GARCIA RY PUBLIC: +, . .,s , 'N�inaa` r Notary Public,State of Florida � +. Commission No.FF 970539 H M Commission Expires 03113120 Sign: Sign.� Print: Print: Q a- �►rY % ON GARCIA Seal: Notary Public-State of Florida Seal: •= Commission*FF 241475 My Comm.Expires Jun 17,2019 APPROVED BY ' " Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SKORFs . .N Miami shores 9 Villa e 111110 .,,,,M Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 `� �� Tel: 305 795.2204 R Fax: (305) 756.8972 RE: Permit# �F i2_ �— �3�� DATE: DI 1 Z117 INSPECTION AFFIDAVIT licensed as (n) Contractor Engineer/Architect, (Print name and circle License Type) FS 468 Building n License#: l ' 132- On or about at 10 , 1 did personally inspect the roof deck nailing (Date&time) work at 1OZgD NC 2-vJ Q�� (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of t ec4c yc , 4ZOT' MARIA GARCIA { Notary Public,State of Florida Notary Public, Sate of Florida at Large Commission No.FF 970539 �,u My Commission Expires 03/13/20 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 P.O. Box 823612 Pembroke Pines, FL 33082 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Hardtop Roofing Test Date: 02/28/2017 Permit -12-16-3342 Property Address: 10290 NE 2'Avenue,Miami Shores,FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 39.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (T1-T15) 15.00 sq. 15 As per FBC 2014 Passed Field Area: (16-T39) 24.00 sq. 24 As per FBC 2014 Passed No.of Corner: (T40-T50) 11 11 As per FBC 2014 Passed Ridge Areas: (T51-T75) 250 pcs. 25 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordial) ACB2 in ering Inc. (NOA 09-1005.01) Anto cevedo, PE Fla. ACP g. No: 36466 Oa`a$ 10' , 1�- i ACB2 Engineering Inc. Engnaeering and Laboratory Services 5230 NE I e Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 1 _ �t 7 T� _ ?D V6 a T ) +� 3J 7 �3Z TLS /�4 6 _ 6�1 X31 �3 T6 ES l2C 'T tZ 1 titi � �l 9 Tzi '( 1 i7 3 716 r r �j��TS 7T-•�1—I D 22 3 01 BY- SUBCONTRACTOR AGREEMENT IN CONSIDWTIO,�',OF the covenants and conditions hereafter expressed this Agreement is made this�day of4 20 between: The Contractor: Hardtop Roofing Corp.,a Florida Corporation,managed by Jason Garcia,as President of whose license number is CCC132889 .whose address is 12125 SSV 251 St,Miami,FL,33032 And the Subcontractor: Dakotra Roofing Inc.,a Florida Corporation managed by Joel Bustos and as President of whose license number is CCCO57628 and whose address is 4040 NE Sri Ave.Oakland Park.FL.33334. For:Re-roofing projects and/or general roofing services throughout South Florida. gNOTE1 Subcontracting agreement will be good for one year from executed date and renewed yearly thereafter. L Scone of Work. a. The Subcontractor shall perform all of the Wort: on the Project in accordance with the details specified in sections A thru E of the roofing forms in the permit packet that will remain on the project until its completion. Description of Work:Re-Roofing Project properly described in.permit packet. 2. Pavment Terms. a. Payments shall be remitted as follows:50%after first inspection is passed and the remaining 50%after final inspection has been passed. b. Final payment,constituting the entire unpaid balance of the Contract Sum;shall be made by the Contractor to the Subcontractor when the Contract has been fully performed by the Subcontractor and final inspection is passed by the respective building inspector approving the work. Such final payment shall be made not more than 7(seven)days after all of the above have been received. c. In the event that any inspection(s)are not passed or any corrections are needed Subcontractor agrees that he will be responsible for payment of any and all materials and • labor or any other fees/work associated with making the necessary corrections. 3. Workers Compensation and General Liability Insurance • a. Subcontractor shall provide valid certificates of Workers Compensation Insurance as well as Workers Compensation for all workers on the job Site.In the event that there are any workers on the job site that are not on the Workers Compensation Insurance then the Subcontractor will be responsible for any feeslfines and all liability associated with his/her negligence. b. Subcontractor acknowledges that he and his insurance carriers are responsible for any injuries which may occur on the project Initials of Subcontractor Initials of Contractor Page 1 �L warranty. '1 a. The Subcontractor has agreed to honor a 5(five)year warranty on all work performed. In the event of any leaks on the project mentioned above the subcontractor agrees to fix any and all leaks in a timely fashion.Any and all material and Iabor costs associated with any leaks shall be furnished and paid in full by the subcontractor 5.Time of Completion a. The Subcontractor shall employ persons of competence and skill to complete the project within a timely fashion. b. If the Subcontractor, Is to complete the Work as agreed herein,the Contractor may declare the Subcontractor in default by providing written notice to Subcontractor by registered mail.if Subcontractor fails to remedy such within fifteen(15)days of such notice.Contractor shall have the right to select a substitute Subcontractor.if the expense of completing the Work exceeds the unpaid balance on this Contract,the Subcontractor shall pay the difference to the Contractor. c. In agreeing to complete the Work by the agreed Time of Completion,Subcontractor has taken into consideration and made allowance for ordinary delays,and hindrances incident to such Work, whether growing out of delays of common carriers, delays in securing material'or workers,changes,omissions,alterations,or otherwise. . �. Cleznin, Un a. The Subcontractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract.The Subcontractor will be responsible for cleaning up on a daily basis and disposing of it in the container and/or dump truck provided by the contractor or subcontractor.At completion of the Work all haste materials,rubbish;the Subcontractor's tools,construction equipment,and machinery must be removed from the project.Atky and all surplus and left over materials must be left neatly at the job site and contractor shall be notified that there%,m remaining material and where the material was left. b. If the Subcontractor faits to clean up as provided in the Contract Documents,the Contractor may do so and the cost thereof shall be charged to the Subcontractor. Initials of Subcontractor Initials of Contractor Page 2 This Agreement may be executed in luso counterparts,each of which shall be considered an original Here of but which together shall constitute one agreement. IN WITNESS WHEREOF,the parties have caused this Agreement to be executed in counterpart originals by their authorized representatives. Contract Hardta Loofing Corp., rida Corporation _lZ 122 11b r n G ia;as nt Subc for Dafioma R the Inc.,a Florida io L Joel Bus s ttr�dualiv and esi ettt and Director Counwof d d State of / Executed this fir day.of ZAA,by Joel Bustos,individually and as President and Director of DakomrRoofing Inc.,a Florida Corporation who is personally known to me or who produced as identification. Ido Pub Exp• . - d .:�t#:F't7�1�75 (Stainp here) m+dr ,20is Commission Count•of Q' State of Executed this day of by Jason Garcia,as President of Hardtop Roofing, Corp•,a Florida Corporation Mio Is n o e: -, tto r du ed as identrf _. 4 - cf Rath My Cositta.EWM Mia 30.2M 015,y is �,�7 Expiration date � I-) Commission number Initials of Subcontractor Initials of Contractor Page 3 -1 a ' ' ' ACORV CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/14/2016 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 policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Jeff Lampert Presidential Insurance Services, LLC PnHONIJ,Ext)—, 305-423-0350 ayNe):E-MAI305-423-0351 L 2665 South Bayshore Drive#707 ADOREss: jell@insurancequotelive_com _ Miami, FL. 33133 _ INSURERS( )AFFORDINGCOVERAGE _ NAICN INSURER A: Preferred-Contractors_ _ Insurance Co_m_pany INSURED INSURER B _ Dakoma Roofing, Inc. INSURER C: 4040 NE 5th Ave -- -- —— — -- INSURER D: Oakland Park, FL. 33334 INSURER E: _ INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'POLICY EFF j POLICY EXP ` LTR TYPE OF INSURANCEIINSD wvnI POLICY NUMBER MMIDO/YYYY 4 MMIDD/YYYY , LIMITS X I COMMERCIAL GENERAL LIABILITY 1 I I EACH OCCURRENCE •$ 1,000,000 jCLAIMS-MADE LXj OCCUR I •`DAWTA TO RENTED - A —� I II PREMISES(Ea occurrencol_,�$ 50,000 –^ MED EXP(Any one person} $ 5,000 PC-86678-04 i 1/29/2016 1/29/2017 PERSONAL&ADV INJURY $` 1,000,000 IGEN'LAGGREGATE LIE-LIESPER X POLICY,_j PRO-O- j GENERAL AGGREGATE $ 2,000,000 JECT j LOC PRODUCTS-COMP/OP AGG $ - 1,000,000 OTHER. $ AUTO MOBILELIABILITY COMBINED SINGLE LIMIT $ T - �LEa accident) 44 ANY AUTO ff I i Ll BODILY INJURY(Per person} $ "NEDI 1 A OS ONLY i AUT SCHEDUCED I rBODILY INJURY(Per + ( e accident) $ HIREDO NO WNED PROPERTY DAMAGE {AUTOS ONLY AUTOS ONLY (I 1 i __r accident) ___L$ UMBRELLA LIAB _ OCCUR I I (EACH OCCURRENCEv I S j EXCESS LIAB CLAIMS-MADE AGGREGATE '$ -'--~"— DED ( TI TRETENTION$ ( $ --W WORKERS COMPENSATION ! PER 0TH AND EMPLOYERS'LIABILITY Y/N i I STATUTE t ANYPROPRIETOR/PARTNER/EXECUTIVE CH ACCIDENT I E L EA OFFICER/MEMBER EXCLUDED) ❑ N/A i (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $ If yes.describe under I __ ._ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ t k DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATI E 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registeed marks of ACORD .4c Ro v` CERTIFICATE OF LIABILITY INSURANCE D 2/1Zo10ns 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 policy(las)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE A/C,No Ext): 800 277-1620 X4800 FAX A/C No): 727 797-0704 FrankCrum Insurance Agency,Inc. E-MAILADDRESS: 100 South Missouri Avenue INSURER(S) AFFORDING COVERAGE NAICS Clearwater FL 33756 INSURER A: Frank Winston Crum Insurance Company 11600 INSURED INSURER B: INSURER C: FrankCrum UC/F Dakoma Roofing,Incorporated INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 415491 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPO LTR INSRD WVD (MWDDNYYY) (MMIODIYYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE =OCCUR DAMAGE TO RENTED PREMISES Ea ocourrenee $ MED EXP(Any one person) $ PERSONAL d ADV INJURY $ GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY =PROJECT =LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ acdden ANY AUTO OWNED AUTOS SCHEDULED BODILY INJURY Per erson S ONLY AUTOS BODILY INJURY(Per seddenq S HIRED AUTOS NON-OWNED PROPERTY DAMAGE S ONLY AUTOS ONLY « S UMBRELLA LIAB OCCUR EACH OCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND WC201600000 01/01/2016 01/01/2017 X I PER STATUTE OERTH- A EMPLOYERS'LIABILITY Y/N ANY PROPRIETORIPARTNERIEXECUTNE OFFICER/MEMBER EXCLUDED? = N/A E.L.EACH ACCIDENT S1.000.000 (Mande"H NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Effective 02/03/2010,coverage is for 100%of the employees of FrankCrum leased to Dakoma Roofing,Incorporated(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION SHOULDANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village AUTHORIZEDREPR�E 1005 2nd Ave Miami Shores,FL 33138 ®1988-2016 ACORD CORPORATION.All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD -VICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY _ STATE OF FLORIDA - ` DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD," +r, :%dqC 1328894" >- _ _ .,- + ^�`. •� ��+.-�� '`'��• �`',. ?it. .-The ROOFING CONTRACTOR.} -" �� u ,, ;.� a�� ti ' - ,';ti` ,` -c• �d Named.below.IS CERTIFIED-- �Unde(the provision`s of;Chaptei 489 FS. �-=�' - - �a, � •-.'` "�` �`�� `' �� Expiration date:-AUG'31;"2018'•'�"'--"' — � r'� � �*.��." '`�'" ,'♦ :" `-. Gf1RCIA ;"JASON•BRYAN�!' - �.� ` . ''�, HARDTOP ROOFING CORP - - -- '121'25°SW 251-ST --� ,-� -- .• 1 � .w'`� lk MIAMI , -,a • .� \�� yam' - � O�k� ISSUED: 06/14/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1606140001010 000281 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL—DO NOT PAY 6520275• BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES HARDTOP ROOFING CORP RENEWAL SEPTEMBER 30, 2017 12125 SW 251 ST 6790597 Must be displayed at place of business MIAMI FL 33032 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS HARDTOP ROOFING CORP 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED C/O JASON GARCIA PRIES CCC1328894 BY TAX COLLECTOR Worker(s) 1 $86.25 11/22/2016 CREDITCARD-17-009385 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, ! permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental -ongovernmental regulatory laws and requirements which apply to the business. 'he RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 8a-276. For more information,visit www.miamidede govftaxcollector 5 ACQRV® CERTIFICATE OF LIABILITY INSURANCE FDATE(MWDWYYYY) �� 12/12/2016 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 policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CONTACT Jennifer Lynch Comegya Insurance Agency PHONE (727)521-2100 FAX (727)528-0626 AIC No -ADDRESS:jenniferl@comegys.com One Beach Drive S. E. Ste. 230 INSURERS AFFORDING COVERAGE NAIC N Saint Petersburg FL 33701 INSURERA:Preferred Contractors Insurance Co. INSURED -INSURERS: Hardtop Roofing Corporation INSURER C 12125 SW 251 St INSURER D: INSURER E: Miami FL 33032 INSURER F: COVERAGES CERTIFICATE NUMBER:16/17 GL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SU R POLICY EFF POLICY EXP TR POLICY NUMBER LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE ❑X OCCUR PREMISES Ea occurrence) $ 50,000 PC8365305 5/31/2016 5/31/2017 MED EXP(Any one person) $ 5,000 PERSONAL d ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY EC F-1LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITYMBIN SINGLE LIMIT $ a accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PPReOPE AMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATIONP R H- AND EMPLOYERS'LIABILITY Y/N STAT TE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space is required) License #CCC1328894 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Building 6 Zoning THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Mike Hickey/JENNIF ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(2ouo1) i *WS JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 11/6/2015 EXPIRATION DATE: 11/5/2017 PERSON: GARCIA JASON B FEIN: 800181680 BUSINESS NAME AND ADDRESS: HARDTOP ROOFING CORP 12125 SW 251 ST MIAMI FL 33032 SCOPES OF BUSINESS OR TRADE: LICENSED ROOFING CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempL..appy only within the scope of the business or trade Wed an the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If,at any time after the fifing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 MIDiADE I.• "Delivering Excellence Every Day" ------ MIAMI-DADE COUNTY ------ REQUIRED OWNERS NOTIFICATION 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. ® 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing sy resistance aAd water intrusion performance standards. Aesthetics (appearance) are not c ns ra n i respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,`t n p f a zoning code, should be addressed as part of the agreement between the owner and the con or. ® 2. Renailing wood decks: When replacing ro ng, d roof deck may have to be renailed in accordance with the current provisions of C e „ ity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior o remove g the isting roof system). ® 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ® 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. ® 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. .16. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not 7E7 I overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. ® 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the buildft ftlj); Jhp V*tjng amount of attic ventilation shall not be reduced. •• %: .. ... .. . . . .. Owner's/Agent's Signature: - Date: . . . . :-PermitNumber:Contractor's Signature: • • Property Address: . . . . . . . . . . .. .. . . . % ... . . . ... . . Section AB MIAMOMiami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A(General Information) Master Permit No: Process No:1 _ Contractors Name: t p f Job Address: 102 o uE me v � 0�2 � Roof Category O Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic Shingles S 'ngles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam he , �, Roof Type 11 /New Roof Lla Re- ' ��No air ❑ Maintenance Are there Gas Vent Stack " f? yes If es,what ? ❑ Natural ❑ LPGX Y tYPe 'Roof stem information Low slope roof area(ft 2) Steep Sloped area(ft.� 36© Total(ft.d 3,9Q q Section B(Roof Plan) Sketch Roof Pian: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of,-parapets. Perimeter Width(a'):O Corner Size(a'x a'): ,-Zo ov iIr Li LL G I o 1 336 1 1 1 � Q Z ___ _ _ • • • • • _ O W • - - - - W /� •` •E •{ • • • • T to < Z� dZ • `• • • • • • �� Cr �_ °- - a o 7 o , > O . p z i3 \• a Z 0 mLLj J S z_4 . • • • ••• • • Q N m v~j ••• • • • ••• • • I uc nvviay aiciu MIAMI-QADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Tile Roof System Roof System Manufacturer:I Boral Roofing, LLC Notice of Acceptance Number(NOA):1 16-0711.05 Minimum Design Wind Pressures, If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components.If a component is not required, insert not applicable(n/a)in the text box. Deck Type: --5/8" Plywood— Optional Insulation: 5Ina ;i Optional Nailable Substrate: Roof Slope: "/12" Optional Nailable Substrate Attachment: � Ina Roof Mean Height: 14 ft. Basesheet Type: Method of Tile Attachment: 30LB UL --Adhesive, Medium Paddy Polyfoam Polypro-- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4" RS Nails w/tincaps Ina Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: --3"face 26 ga.-- Polyglass TU-Plus SA Tile Underlayment Attachment Method: Drip Edge Material Type: --Galvinized Metal— Self Adhered .. ... . . . . . .. Drip Edge Fastener Type: 1 1/4" RS Nails •% ••: Yile Profile: . . . . _ §axony 900 slate Hook Strip/Cleat gauge or weight: r-Select HaQk St;ipr-. ... .•. . . .. 000 .. . • .. ... . . . . ... . . . . . . . . . . . . ... . . . ... . . .wuvu u MIAMFBADE)s Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based the systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. P 1: 39.1 X X0.315 = 12.31 -Mg: 7.62 =Mr1; 4.69 5 40.4 NOA Mf P 2: 68.1 X X0.315 = 21.45 -Mg: 7.62 =Mr2: 13.83 < 40.4 NOA Mf P 3: 100.7 X X0.315 = 31.72 -Mg: 7.62 =Mr3: 24.1 40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127' For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. P1:® X1:® =® Xw:®=® -W:®=� XCos9:®=Frl: ®<® NOA F' P2:® X1:� =® Xw:®=� _W: =® XCos 0:®=Fr2: :5 NOA F' P3:OX1:� =® Xw:®=® -W:�=® XCos6:F7=Fra:®<® NOA F' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr : '.; Calculated all a 21 Minimum Attachment Resistance ••• P'•0 •o • : : ..• Product Approval(NOA) Required Uplift Resistance Fr Calculated •• • Average Tile Weight 0.: NV . •• •.• Product Approval(NOA) • Tile Dimensions I=length Product Approval(NOA) W=width . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Section C MIAMI.OADE) ) Miami-Dade County HVHZ Electronic Roof Permit Form r---/ Section C Page(Low Slope Roof Systems) "I'Veliverilig Ek'-e•llerrce Every Oay" Fill in the specific roof assembly components,If a component is not required,insert not applicable(n/a)in the text box. ROOF SYSTEM MANUFACTURER: rGAF 7 1 I Top Ply: GAF RUBEROID HEATWELD FR Product Approval (NOA): 14-1030.02 System Type:O Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: HEAT FUSED (P1) Field: -42.8 psf Surfacing:I NA -71 7 SINGLE PLY MEMBRANE: (P2) Perimeters: psf Single Py Manufacturer/Type: (P3)Corners: -108.0 psf NA Maximum Design Pressure From NOA: -52.5 psf Single Ply Sheet Width: NA "1/2 Sheet Width: NA Roof Slope: 0.50 ": 12 Roof Mean Height: 1 O ft. No.of Single Ply 1/2 sheets: NA Parapet Walls: 0 No ❑ Yes Parapet wall Height:C�ft. Single Ply Membrane Fastening/Bonding Material: Deck Type: —5/8"Plywood— � NA FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: NA "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: NA Existing Roof: 1.Field: "o/c @ Laps&F27 rows Q"o/c SAME 2.Perimeter: "o/c @ Laps&F rows "o/c Fire Barrier: NA 3.Corner:67"o/c @ Laps& rows "o!c Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: NA 1. Field: NA 2. Perimeter: NA 3. Corner: NA Anchor Sheet: Insulation Fastener Type NA NA Anchor Sheet Fastener/Bonding Material: NA WOOD NAILER TYPE AND SIZE: Insulation Base Layer Size&Thickness: 1"X 8"FASCIAL BOARD NA Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: #12 WOOD NAIL 16"OC NA EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material:I—Galvanized Metal— NA Edge Size:I--3"face 26 ga.-- Insulation Top Layer Fastener/Bonding Material: Hook Strip Size:I--SELECT EDGE METAL HOOK STRIP SIZE-- NA Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1-114"RS NAIL 4"OC GAF GLASSBASE 75#(2)PLIES Base Sheet Fastener/Bonding Material: Coping Material:1--SELECT PARAPET WALL COPING MATERIAL-- 1-1/4"RS NAIL&TIN CAP 1-5/8": : '.: : ;•� Coping Size: I—SELECT COPING METAL SIZE OR THICKNESS-- Ply Sheet(s)&No.of Py(s): • • • • • •�; Hook Strip Size: I—SELECT COPING METAL HOOK STRIP SIZE— Parapet Coping Metal Attachment: Py Sheet Fastener/Bonding Material: NA NA • . s • • • • • • • • • • Edge Nailable Dcck SM MIAMI-O DE Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Dav" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. Top Ply li tterplies Base Sheet `(' Roof Mean Height: 10 ft. Drip Metal: I _I 3"Face-26 gauge galvanized metal Surfacing: J Drip Metal n/a Top Ply: RUBEROID SBS HEAT WELD 170 FR Interplies: a a n/a ' w Base Sheet: Roof Deck a '� 2 Plies#75 Glassbase sheet Deck Type: 5/8"plywood .. ... . . . . . .. .. ... .. . . . .. . ... ... ... ... ... . .. . . .. . . .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . } } MIAMI•f'aADE iMIAhll-DADE COUNTY MM PRODUCT CONTROL SECI7ON 11805 SW 26 Street,Room 208 DEPARTMENT OF RGGULATORV 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) %vww.miamidnde.eov/economy GAF 1 Campus Drive t Parsippany,NJ 07054 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(his 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 i appl icable 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: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TnimINATION 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 ! BOA. i ADVERTISEMENT:The NOA number preceded by the words Mianti-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. i 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. 1 This NOA renews and revises NOA No• 14-0611 01 attd•concirts of pages I through 30. The submitted documentation Was reviAve69y Zoml el,.•Aocbo. . .. . . . ••• . .. ... .. . . . .. • : •• : NOA No.: 14-1030.02 y • Expiration Date: 11/06/18 C' m DADE COUNTY • •• • • •• • • •• 1 M '• ' ' ' ' ' Approval Date: I 1/05/15 Page I of 30 ••• • • • ••• • • E Membrane Type: APP/SBS I leat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks E System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut'"Fire Barrier Coating,VeisaShield®Fire-Resistant Root•Deck (optional) Protection or Securock*Gypsum-Fiber Roof Board. Base sheet: GAFGLAS°O 1180 Ultima"'Base Sheet,GAFGLAS°➢Stratavent'z'Eliminator'" Nailable Venting Base Sheet,Ruberoid'Mop Smooth,Ruberoid*20,Ruberoid" SBS Heat-Weld"Smooth or Ruberoid'SBS Heat-Weld"25 mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4,GAFGLASOO FlexPly'"6,GAFGLASOO 975 Base Sheet or any Options: 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 t2" o.c.in the field. (Maviurum Design Pressure—45 psf.See General Limitation#7) GAFGLAS'Ply 4,GAFGLAS FlexPly'"6,GAFGLAS 1175 Base Sheet or any of above base sheets attached to deck with Drill-Tec`#12 Fastener,Drill-Tec' #14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec'"3"Steel Plate,Drill- Tec'Accu"Trac®Flat Plate or Drill-Tec'"AccuTrae Recessed Plate installed 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure—4S/uj See General Limitation#7) GAFGLAS®FlexPly"6,GAFGLAS®#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 4"lap staggered and in two rows 9"o.c,in the field. (Mrrvinnun Design Pressure—SZ5 psf.See General Lbullalion#7) GAFGLAS®#80 Ultima" Base Sheets,Ruberoid®20,Ruberoid"Mop Smooth, i base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maxinranr Design Pressure—60 psf.See General Limitation#7) GAFGLAS 975 Base Sheet or any of above base sheets attached to deck with Drill=Tcc"`#12 Fastener,Drill-Tec'"#14 Fastener or Dril1=1'ec"XHD Fastener and Drill=rec"'3"Steel Plate,Drill-Tec'Accu Trac®Flat Plate or Drill-Tec" AccuTraco Recessed Plate installed 12"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. •• ... • • • • .. (Mavinxrin De.sVi tF%es.i -••60wvr.ee General Limitation#7) .. ••. .• • • . .• •i i• • i • i• • i • i• NOA No.: 14-1030.02 CMIAMMMADDEU " •• • • • • • Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 28 of 30 • •• •• • • • •• •• i Fastening Any of above base sheets attached to deck approved aruular ring shank nails and Options: 3"inverted Drill-Tec'"insulation plates at a fastener spacing of 9"o.c.at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Lindlation#7) GAFGLASI#75 Base Sheet or any of above base sheets attached to deet:with Drill-Tec'"#112 Fastener,Drill-Tec" #14 Fastener or Drill-Tec`XHD Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec'AccuTracl Flat Plate or Drill-Tec"' i AccuTracQO Recessed Plate installed 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. (Maxinnrnr Design Pressure—75 psf.See General Linrilalion#7) Ply Sheet: (Optional except over Ruberoid Mop Smooth,Ruberoid'20,Ruberoid' SBS Heat-Weld'Smooth or Ruberoid'SBS Heal-Weld"25)One or n►ore plies GAFGLAS$'Ply 4 or GAFGLAS®F1cxPly"'6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or Ruberoid®Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid*Torch Granule,RoofMatch"' APP Modified Granular,Ruberoid'EnergyCap`Torch Granule FR,Ruberoid' EnergyCap" Torch Plus FR,or Ruberoid'Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid®SBS Hcat-Wcld'Plus,Ruberoid SBS Heat- Weld'Plus FR,Ruberoid`SBS bleat-Weld"' 170 FR,Ruberoid'EnergyCap'" SBS Heat-Weld"'Plus FR,Ruberoid4°SBS Heat-Weld"'Granule,Ruberoid'SBS treat-Weld'Smooth and Ruberoid'SBS Heat-Weld'"25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application i instructions. All coatings must be listed within a current NOA. I. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. i 2. GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply*Mineral Surfaced Cap Sheet or GAFGLAS"EnergyCap'"'BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. TopcoatQ4Membrane,'I'opcoato MB Plus(lo be used as a primer with Topcoae Membrane)or Topcoat6°Surface Seal SB applied at t to 1.5 gat./sq. Maximum Design j Pressure: See Fastening Options I I . .. . . . . ... . . ... ... ... ... ... • • • NOA No.: 14-1030.02 • •• • •• • • •• Expiration Date: 11/06/18 CMMMIDMADECOUNTY .. • • • Approval Date: 11/05/15 ••• • • • • ••• • • Page 29 of 30 Wow DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASI Ply 4 and GAFGLAS1 FlexPlyTM 6 when used as a mechanically fastened base or anchor sheet. - 2. Minimum '/4"DensDeckQ°Roof Board or'/,"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 Rooting 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 2040 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.if no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 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(F')value of 275 Ibf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 Ibf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the i Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered j Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation 49 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 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and 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 specifWallyreferred isithin this NOA,General Limitation#7 will not be applicable.) •.: 10. All products listed herein sliail have t:j;al2y Wssurance audit in accordance with the Florida Building Code and Rule 0620Yof thel'lotida Administrative Code. END OF THIS ACCEPTANCE '.; . .'• ; . .'• ; NOA No.:14-1030.02 MU • •• • • •• • • •• Expiration Date: 11/06/18 WMbDAOECOMY •• • • • • • 1 • Approval Date: 11/05/15 Page 30 of 30 ... . . . . ... . . . .. •• . • . •• .. TGFU.R1306-Roofing Systems Page 20 of 50 Primers—-TOPCOAT®FlreOut'"Fire Barrier Coating-,applied at a rote 0(1•gal./100•ft 2. Slip Sheet(Optional):—One ply'StormSafe'"",mechanically fastened. Base Sheet(Optional):—One ply"libertyW"MA Base Sheet',mechanically fastened. Ply Sheet:—One ply"liberty'"SBS Self-Adhering Base/Ply Sheet"or"RuberoldS SA Base/Ply Sheet',self-adhered. Cap Sheet:—'RuberoldS SA Cap FR Sheet",self-adhered. 54.Deck:NC Incline:1 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDackS Roofboard"or"DensDecke Prime Roofboard"or"Densciecke OuraGuard"'Roofboard',minlmum%-in.thick,or United States Gypsum Co."SECUROCKS Roof Board"(Type FRX-G)or"SECUROCKS Glass-Mat Roof Board"(Type SGMRX),minimum V4-In.thick. Insulation(Optional):—Perilte or fiber glass or polylsocyanurat r or urethane or Pernte/polylsocyanurate composite. Base Sheet:—One or more plies Type G2'GAFGLASS 87S Base Sheet"or"Trl-Ply®*75 Base Sheet"or"GAFGLASS#80 Ultima"' Base Sheet"or'GAFGLAS®Stratavente Ellminator"Venting Base Sheet(Perforated or Nallable)"or Type G3"GAFGLASS Mineral Surfaced Cap Sheet'or'Trl-Ply®Mineral Surfaced Cap Sheet",mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet(Optional):—One or more plies Type Gl"GAFGLASS Ply 4"or"Tri-Plye Ply 4"or'GAFGLASS Flex Ply 6'or"rrl-Pry®Ultra- Flexible Ply 6",fully adhered with hot roofing asphalt. Membrane:—One ply"RuberoldS Torch Smooth"or'Tri-Plye TP-4",torch applied or"RuberoldS Mop Smooth"or'RuberoldS Mop Smooth 1.5"or"RuberoldS Mop Smooth Plus"or'RuberoldO Dual Smooth",fully adhered with hot roofing asphalt. Membrane:—"Ruberoid®Mop FR"or"Ruberold®EnergyCap-Mop FR!,fully adhered with hot roofing asphalt. S5.Deck:NC Incliner 1 Barrier Board(Optlonal)s—One or more layers Georgia-Pacific Gypsum LLC"DensDecke Roolboard"or"DensDecke Prime Roofboard•or"DensDecke DuraGuardTM Roofboard',minimum'/4-in.thick,or United States Gypsum Co."SECUROCKS Roof Board"(Type FAX-G)or"SECUROCK(&Glass-Mat Roof Board"(Type SGMRX),minimum'A-In.thick. Insulation(Optional):—Polylsocyanurate or woad fiber or perste or glass fiber,any thlckness,mechanically fastened or fully adhered with hot roofing asphalt. Base Sheet:—One or more piles Type G2'GAi GLASS 875 Base Sheet"or"Tri-Ply®875 Base Sheet"or"GAFGLASS 080 Ultima'" Base Sheet"or"GAFGLASS StrataventS Eliminator"Venting Base Sheet(Perforated or Nallable)",mechanically fastened or fully adhered with hot roofihg asphalt. Ply Sheet:—One or more piles*RuberoldS 20'or"RuberoldS Mop Smooth"or"Ruberold®Mop Smooth 1.5"or'Ruberoide Mop Smooth Plus'or'Ruberolde Dual Smooth",fully adhered with hot roofing asphalt. Membrane:—'RuberoldS SBS Heat Weld Plus FR"or"RuberoldS SBS Heat Weld 170 FR"or"RuberoldS EnergyCap"SBS Heat Weld Plus FR"or'Ruberoldfg SBS Heat Weld Phis"or"Ruberoldilb SBS Heat Weld Granule,torch applied. 56.Dada C-15132 Incline:1/2 Base Sheet:—Two or more plies Type 62"GAFGLASS#75 Base Sheet"or*Tri-Ply®*75 Base Sheet"or'GAFGLASS M80 Ultima'" Base Sheet"or"GAFGLASS Stratavente Eliminator'"Venting Base Sheet(Nallable)',mechanically fastened. Membranes—"Ruberold®SBS Heat Weld Plus FR"or'Ruberolde SBS Heat Weld 170 FR"or"RuberoldS EnergyCap'"SBS Heat Weld Plus FR"or"RuberoldS SOS Heat Weld Plus"or"RuberoldS SOS Heat Weld Granule",torch applied. 57.Deck:NC Incline:1/2 ease Sheets—"RuberoldS Mop Smooth"or"Ruberoid®Mop Smooth 1.5'or"RuberoldS Mop Smooth Plus"or"Ruberold®Dual Smooth',fully adhered with hot monng asphalt or"RuberoldS SBS Heat Weld Smooth",torch applied Membrane:—'RuberoldS SBS Heat Weld Plus FR"or"RuberoldS SBS Heat Weld 170 FR"or"Ruberold®EnergyCap'"SBS Heat Weld Plus FR"or"RuberoldS SBS Heat Weld Granule"or"RuberoldS SBS Heat Weld Plus",torch applied. SB.Deeks NC Inclinet 1/2 Insulation(Optional).—Polylsocyanurate,uniform thickness of tapered minimum VA-In.,mechanically fastened or adhered with"LRF Adhesive M"or OMG Inc."Olybond Fastening System",applied as a nominal iU-In.bead or"GAF 2-Part Roofing Adhesive",applied as a nominal 2'h-In.bead with a maximum on-center spacing of 12-in.or any UL Classified Insulation adhesive,applied per the manufacturer's Installation Inshtxtions. Barrier Board:—Minimum%-In.thick Georgia-Pacific Gypsum LLC"DensDec ke Roofboard"or"DensDeck®Prime Roofboard"or 'DensDeck®DUraGuerd'"Rooiboard'or minimum%-In.thick United States Gypsum Co."SECUROCKS Roof Board"(Type FRX-G)or "SECUROCKS Glass-Mat Roof Board"(Type SGMRX),mechanically fastened or adhered with OMG inc."Olybond Fastening System". Base Sheet:—One ply'Liberty'"SBS Self-Adhering Base/ivy Sheet"or"RuberoldS$A Base/Ply Sheet",self-adhered. Ply Sheet:—One ply"RuberoldS SBS Heat Weld 25",torch applied. Membrane:—'Ruberoid®SBS Heat Weld Plus FR"or"RuberoldS SBS Heat Weld 170 FR"or"RuberoldS EnergyCap'"SBS Heat Weld Plus FR'or'Ruberokl®SBS Heat Weld Granule"or"RuberoldS SBS Heat Weld Pius",torch applied. 59.Deck:C-15/32 Incline:1/2 Insulation(Optional):—Polyisocyanurate,uniform thickness of tapered minimum 1%-tin.,mechanically fastened or adhered with OMG Inc."Olybond Fastening System". Barrier Board:—Minimum%-In.thick GP Gypsum Corp."DensDecke Roofboard'or"DensDedce Prime Roofboard"or'DensDecke DuraGuard"Roofboard'or mlydmu rn'A-in.thick United States Gypsum Co."SECUROCKS Roof Board"(Type FRX-G)or"SECUROCK® Glass-Mat Roof Board"(Type SGMRX),with all butt joints in the barrier board staggered a minimum of 6-in.from plywood deck butt joints,mechanically fastened or adhered with OMG Inc."Olybond Fastening System'. Base Sheett—One ply"Uberty—SBS Self44Wrg Basegly$)feet 4sr�RubejQft SA Base/Ply Sheer,self-adhered. Ply Sheet:—One ply"RuberoldS SBS Meat Weld 26",4torah applied.• • • Membranes—"RuberoldS SBS Heat W@ld Plus F�t•or" S lWetd 170 FR"or"RuberoldS EnergyCap^'SBS Heat Weld Plus FR"or'Ruberokde SBS Heat Weld GrftIee :RuDer dT t �C Velolb�ss",torch applied. •• Y•• •• • • • •• 60.Decks C-15/32 Incline:1/2 Barrier Board:—Minimum 1/4-In.thick GP Gypsum Corp.'DensDedk®Roofboard"or"DensOecke Prime Roofboard-or'DensDecke DuraGuard'"Roorboard"or ndnimu 91-n. UniteQ te!Pftsum 0b? CCK®RoofBoard'(Type FRX-G)or"SECUROCK® Glass-Mat Roof Board"(Type SGMR ,v4h a butt jointslf the jarrler boa6Tstag d a minimum of 6-In.from plywood deck butt joints,mechanically fastened. •• • • • • • • httD://database.ul-com/cRi-bin/XMfcrrwlate(LLS$X */!IFUA.k lshowpage.litml?name=T... 9/23/2014 . . . . . . . . . . ••• 0 0 9 009 0 0 �a. MIAMI. ;. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 331751574 T(786)315B90 F(786)315099 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing,LLC 7575 Irvine Center Drive, Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicably rules and reg ulationsoverning the use of construction materials.The documentation submitted has been reviewed and accepted by Miamide County RER E&oduct Control Section to be used in Miamil&de 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 Miamil&de County Product Control Section (in MiamiE&de County)and/or the AHJ(in areas other than Miamil&de 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 Miamil&de County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miamiade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miamil&de 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 NOA No.131023.Oj and c* fists ofpaie; 1:through 8. The submitted documentation was rev4P.*ed.*C pn I Itoif igeez. . ... ... . ... . . . • NOA No.: 16-0711.05 Mwmi•oane eou000 :• '.' '.' :' Expiration Date: 04/26/22 Approval Date: 09/29/16 0:0 ... Page 1 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Tvve: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length= 17" TAS 112 Flat profile, interlocking,high[Ressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 11932" batten,mortar set or adhesive set applications. Saxony 900 Length= 17" TAS 112 Flat profile, interlocking,high per" essure extruded Split Shake Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= I X32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile, interlocking,high" essure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1 X32" batten,mortar set or adhesive set applications. Trim Pieces Length: varies TAS02 Accessory trim,boosted Barcelona,concrete roof Width:varies pieces for use at hips,ridges and rakes. varying thickness .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... ' NOA No.: 16-0711.05 .. . . .. . . .. t�i�i•DapeCOUNTY •• Expiration Date: 04/26/22 Approval Date: 09/29/16 ••• ... Page 2of8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Aizencv Test Identifier Test Name/Reuort Date The Center for Applied 944 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94120A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25M83191 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 QuikNive Screws,Direct Deck) The Center for Applied 2583 FE StaticU,.�PPl,ift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quikl3�ive Screws,Battens) The Center for Applied 25M141K] Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 QuikMve Screw,Direct Deck) The Center for Applied 25M140 Static Ulift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quikg-ve Screw,Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDCCD TAS 100 Redland Technologies 7161 153 Wind Tunnel Testing Dec. 1991 Appendix II&III TAS 108(Nair) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nai1Qi) Redland Technologies P0631 OD Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Celotex Corporation 52010911 Static Uplift Testing Dec. 1998 Testing Service 520111[11 TAS 101 Celotex Corporation 520191 El Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25594 February 1996 Walker Engineering,Inc. Evaluation Calculations 25M96 April 1996 Walker Engineering,Inc. Evaluation Calculations 25N384/25504b Ba5M04W&5 December 1996 25548 Walker Engineering,Inc. Evaluation Calculations 25083 March 1995 Walker Engineering,Inc. Evaluatiq n Calculations • Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calculatiin3•; :Twvo Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluatids CaHu:t4brt ; ;ltestb&g Moments Due to Gravity 09/01/16 American Test Lab of R1'0$nfUR?' • • ' '• TAS 112 06/29/16 South Florida ' 0 0• • • NOA No.: 16-0711.05 . .. . . .. . . .. Mwr�i•oaoE couNnr •• Expiration Date: 04/26/22 Approval Date: 09/29/16 ••• ••• Page 3of8 • • ••• • • • . . . . • . . . . • •• •• w • • •• •• 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami56de County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900(Slate, Shake& Split Shake)Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w (ft) Saxony 900 10.9 1.417 1.08 Slate, Shake& Split Shake Table 2: Aerodynamic Multipliers -A (ft3) Tile A (ft) A (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake& Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 311:12" 4":12" 5":12" 611:12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake& Deck Deck Deck Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 .. ... . . . . . .. . .. . . . . ... . • • • ' " • NOA No.: 16-0711.05 Mwr�i•oane Courrnr •• • • • • Expiration Date: 04/26/22 Approval Date: 09/29/16 ••• • • .•„ . Page 4of8 ••• • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake& Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake& Split Shake Adhesive' 31.32&3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company Tile Bond"'one-component foam minimum weight per paddy 13.9 grams. 3 ICP Adhesives Polyset®RTA-1,one-component foam,minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake &Split Shake ICP Adhesives Polyset®AH-160 118.94 Two-component foam 40.45 4 Large paddy placement of45 grams ofPolyset®AH-160. 5 Medium paddy placement of24 grams ofPolysetO AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Tile Minimum Attachment Profile •ARpUcalion Resistance Saxony 900 Slate, Shake &Split S11ake "Mro5et6 43.96 .. .. .. . . . .. 6 Tile-Tite Roof Tile Mortar . ... ... ... ... ... • NOA No.: 16-0711.05 • •• MIAMI-DiADE COUNTY •• •• Expiration Date: 04/26/22 •• • • • • ' Approval Date: 09/29/16 OV, • ••• Page 5 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miamililde County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES • 1 X32"(Slate) 17 " COVERLOCK 13 " .. •.• . . . . . .. •. .; .'�ON1)bRLCrCK .. ... .. . . . .. SAXON;900-SLATE . ... ... ... ... ... ' NOA No.: 16-0711.05 MIAMI•DADE COUNTY ..• • • • •• • • •• • , Expiration Date: 04/26/22 Approval Date: 09/29/16 ••. ... Page 6 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROFILE DRAWINGS NAIL HOLES 1 2"(Shake) 17 " 13 " Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... • NOA No.: 16-0711.05 • •• •• Expiration Date: 04/26/22 MIAMI•UADE COUNTY •• • • ' Approval Date: 09/29/16 ... ... Page 7 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROFILE DRAWINGS NAIL HOLES 1 Nb2"(Shake) 17" 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••. •.• ••. •.• ..• • • ' ' NOA No.: 16-0711.05 MIAMI•DADE COUNTY •.� �• • • •• • • •• ••••• • Expiration Date: 04/26/22 Approval Date: 09/29/16 ••• • .•. . Page 8 of 8 . . . . . . . . . . ... . . . ... . . MIAMI COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jpp 4t&at ft reguegt of the Official. This NOA renews and revises NOA Nd.14-01�1;0t ajid c(:naists•of pages 1 through 8. The submitted documentation was revIewedIfy M%pafJ Rodriguez. . ... ... .. . •• • • • • NOA No.: 15-0410.04 MSAMIMDE COUNTY Expiration Date: 09/13/21 ¢i ••• • • • • ••• • • Approval Date: 08/11/16 • • ••• • • • Pagel of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'3-3/8,, ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced,bituminous Location#1 &#2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x 3'3_3/811 TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. Polystick Tile Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Location#2 roofing and roof tile underlayment. Polystick TU Max 65'8"x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#1 &#2 underlayment. Polystick TU P 32'10"x 313/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 3'3-3/811 TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Manufacturing roofing and roof tile underlayment. Location#I &#2 Polystick MTS 65'8"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 65'8"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate riles and shingle underlayment. Elastoflex S6 G 32'10"x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing a9fNt R Q 64 ;vVt4 a'sanded back face and a granule top surface. For Location#2 •. .: :ule in roof tile underlayment systems. • • • • .. ... .. •. . . .. . ... ... ... ... ... . .. . . .. . . .. " NOA No.: 15-0410.04 MMMT DWE COUN'T7 .„� Z1 Expiration Date: 09/13/21 ••• ••• Approval Date: 08/11/16 • ••• Page 2 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MANUFACTURING PLANTS: 1. Hazelton,PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Aaency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 &TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 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. JX20117A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX23D8B TAS 103/ASTM D4798 &G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 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. CMIAMPMADEOUNTY ...• l BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. •• ••• • •• 2.Any other documents required by the AaUdiri Ccffiii$ jr$l?1Slica-We building code in order to properly evaluate the installation of this materials. .. ••• .. . . • •• ... ... ... ... ... .. . . .. . . .. .. �. NOA No.: 15-0410.04 MlAMIOADE COUNT? ••• ••• E gyration Date: 09/13/21 • Approval Date: 08/11/16 • '•' • Page 3 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus,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 H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: 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 to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. .. ... . . . . . .. • •• • • • • ••• of • •:• ••• ••• •A• •1• Y • • • • • • • •• • Y •• • • •• wariiaac�ECOUNTYM NOA No.: 15-0410.04 �FjjkaqrjzjjExpiration Date: 09/13/21 • • • :, . . Approval Date: 08/11/16 • ; ;' : ; : Page 4 of 8 .•• . • • .•• • • INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck 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-Y2" 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 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus 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. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to Qfted tept;cgeding ipaldnium time limitations. '• •E a L' 'talions a s MTS "IR=MI` ElaStofltx .TU TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven FL 180 . ..90 91. 9L 000 199. 180 180 180 180 180 Hazelton PA N/A• •90 /A . 18 N/A N/A N/A 180 N/A . .. . . .. . . .. .. . WW_ iMa°ec°uMrir NOA No.: 15-0410.04 Expiration Date: 09/13/21 �� Approval Date: 08/11/16 ... . . . . ... . . Page 5 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 7. 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. 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 Tile Pro,Polystick TU Max,Polystick TU Plus 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. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall be utilized during loading and installation of tiles. 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—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles—for all underlayments except Polystick MTS which shall be loaded onto battens. Rooting Tiles —' - (6 Max. Per Stack) i m — 12 o t 6 �— N r t0 Roof Deck prepared Wth POLYSTICK TU Rus •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• • • • • • • • • •• • • •• • • •• NOA No.: 15-0410.04 MI4M11MECOUtYIY Expiration Date: 09/13/21 •' ••• "' Approval Date: 08/11/16 • ••' Page 6 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus 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 Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 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 Miami-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,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 '/4"/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 meipbtaddCis;ode,%c"likhed by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Poliyplt:Sa 1r&0arhXB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PdA,Mh-flaeh;ig,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 rninimmn of b inQhm in Q"er direction. The repair should be installed in such a way so that water will run p?611el;o or over the toV ofell lads of the patch. . % . . .. : . .. NOA No.: 15-0410.04 MMLAMI0A°ECOUNTY Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 000 0. .. .. . . . .. .. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... . .. . . .. . . .. •• NOA No.: 15-0410.04 MIANICUMECOU Tr Expiration Date: 09/13/21 ... ... Approval Date: 08/11/16 ••• Page 8 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMI MIAMI-DARE 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 DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .vv.-w.miamidadL¢ov/economv ICP Adhesives and Sealants,Inc. 12505 NW 446 Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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:ICP Adhesives Polyset®AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the fob site at the request of the Building Official. • This NOA revises NOA 14-0805.01 &W coalistea*f V*ag*eso I through 11. The submitted documentation was rey wad;y*Afex Tigcra: •- . ... ... •• ••• ••• NOA No.: 16-0315.01 MIAMI.DADE COUNTY�rn • •• • • • •• ... o .. Expiration Date: 05/10/17 Approval Date:04/07/16 ••. •.• . Pagel of 11 . . . . . . . . . . ••• • • • ••• • • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset®AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as 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 ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./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 @1581F., 100%Humidity,2 • •• weeks . .. . . . . ... . Closed Cell Content w w• .ASTM MnZ : •.86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are stmeebto norwral manufacturing variation. V . . • : • .. . . • NOA No.: 16-0315.01 MIAMI•DADE COUNTY • •• • • •� • • •• .., � .• . . • • Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • • ••• • • Page 2of11 • • • • • • • • • • • .• •• • . • •• Y• ••• • • • ••• • • EVIDENCE SUBMITTED: Test Auencv 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' 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 ICP Adhesives Polyset®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 61G20-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• ••• ••• ... ... 0.:• NOA No.: 16-0315.01 MIAMI•DADE COUNTY • • • • • • • ...• •�• ;• '•' ;' '.' :' Expiration Date: 05/10/17 Approval Date:04/07/16 Page 3 of 11 Or 0:0 . . . . . . . . . . . .. .. . . • .. .. ... . . . ... . . INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • ••• ••• ••• ••• ••• • NOA No.: 16-0315.01 MIAMI.OADE COUNTY " ' • • • • • ••• :' '•' '•' Expiration Date: 05/10/17 Approval Date:04/07/16 ... . . . . ... . . Page 4 of 11 . . . • . . . . . • • .. .. . . . .• .. ... . . . ... . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAMMDADE COUNTY �ffj...• o BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. • • . . .. . . . . ... . • . • •Y• •Y• ►!• •+• +•• • • ' NOA No.: 16-0315.01 �IA MIAMI• DE COUNTY •• • • • • • • + ••+ ;• '.' ;' 000•• :• Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 KA through plastic c.mont wady rsanaashUa) Flat/Low Profile Tile jwho raqultodr.\ _t Unda,i.ymona 1{G °;" •:;, 1. Starting at the eave course,apply a minimum 2" (50.8 nun)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, `+ " %f`s•;'`.�` under the strengthening rib closest to the overlock IolZ" of the the being set. Battens optional ` t� .o`: ,•f'`�.. +�•� `.. 2. Continue in same manner. Insure approximately 17 EavtLburst,�/' ,�`` (109.7 cm)—23 (148.4 cm2)square inch adhesive �� _.. '�• `` {i'elf contact with the underside of the tile. Ems Closure Nall through ptastk cement Medium Profile/ Double Pan Tile (when required) i! _�p.aay�a.n..Ehta.� 1. Starting at the eave course,apply a minimum 2" �7 U4ndrtaymenE , � (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. 21n.wla•�y.. •�,:�� .. r .41 ti `tel_ 2. Continue in same manner. Insure approximately 17 tattensoptianal I �• *�, ''+. r';.�' (109.7 cm2)-23 (148.4 cm2)square inch adhesive contact with the underside of the tile. '"k.ti'�;;r. ��• r' Earet:losute EareCoUrse=~_ � f:s�°'y,,.•' `°��Fascia 11v;AIhmugfiplastic r•n•wnt• High Profile/Single Pan Tile (•hanrequired► ' ' 4 P&dOjlB•n•rthTil•I � r_ a„dodAymmt 1. Starting at the eave course,apply a minimum 2" �.�• rte., 1/ _ (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown toin.% under the pan portion of the tile closest to the 2 In.wldo f"�.� overlock of the the being set. Battens �. °�;' 2. Continue in same manner. Insure approximately 17 °"'i°"al (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. En*Coutse `� �' y! `•!• • • • • •• Vis y %'1_1 t • • • • • • • • 10 in, 2In. ,r y s ,' 4~qty • • • • •• Oripedge • ••• ••• ••• ••• ••• • NOA No.: 16-0315.01 MLWI•DADE COUNTY •• •• • • • •• • • •• E% tration Date: US/lU/17 t •• PApproval Date:04/07/16 Page 6 of it . . . . . . . . . . . .. •• ..• . .. .. ... . . ... . . ADHESIVE PLACEMENT DETAIL#2 Mail through ftartitcrm•nt 'P.ddy1E•nr•1hTi6) Flat/Low Profile Tile twhen mquirad): undaaaym•twf 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of 16 71n.'a... in.y� ti • "`�` the the being set.Insure approximately 17 109.7 cm2 utt«Koptional - � • �� '•.� —23 (148.4 cm2)square inch adhesive contact with the Eaw[aurs• ,-'' . �' underside of the tile. } moi a Il �, `.� fr •/�- ,� 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 I:anecicsure—_ / being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm2) square inch adhesive contact with the underside of the tile. Mail through plastic cement Medium Profile/Double Pan Tile When requiredl r Paddytgcn•athTlle) 1. Starting at the eave course,apply a minimum 2"(50.8 Underl'•yrnrn 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 the being set. Insure approximately 17(109.7 cm2)— �" 2 In. '-�, . 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Rattensoptional .,�� `t.�� 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 pan �,,,�t oun•r-r' '�`L F•adr portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. .. Go: . .(14istrjwtions continued on next page) . .. . . . . ... . • . • • . • .. ... .. . . . .. . ••• ••• ••• ••• ••• NOA No.: 16-0315.01 CMIAMI•DADECOUNTY • •• • • •• • • •• ..e t •. Expiration Date: 05/10/17 Approval Date:04/07/16 ••• ••• Page 7of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nall through plastic ce High Profile/Single Pan Tile Iwhenrequlredt f p d4lew Wo hr1il.) g g '--1 , j 1. Starting at the eave course,apply a minimum 2"(50.8 r' mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy I onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the �`�► - tile being set. Insure approximately 17(109.7 cm2)— '' 2In � .`�, 23 (148.4 cm2)square inch adhesive contact with the eanent optional ,/�� ,�'-�l 1 '` underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) t EaveCo - t Fascia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the -N ► e MaPhou underlayment positioned as shown under the pan loin, 2In. flrlp m`losure portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... • NOA No.: 16-0315.01 EC OUNTY • •• • • •• • • •• Expiration Date: 05/10/17 •• Approval Date:04/07/16 ••• ••• Page 8of11. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 Nall t c cement Paddy l6etwen oleo edwnr 1. On the eave course only,apply a minimum 2" (50.8 $anern;op,ia„,; • mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy t vaaaypmaermel onto the underlayment positioned as shown,under g"91ep°ddy r the strengthening rib for flat tile or under the pan an top of the ; r portion of the tile for low or high profile tile closest a:aia •`'��'` to the overlock of the tile being set.Leave ` ,'"•,,� ` `: approximately 4" (101.6 mm)up from the eave ��gti� Sbgkpaddy � edge free of foam to prevent the expanded adhesive aeudedaymna ^�2zatn r from blocking the weep holes. Insure ° '`•.t - approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile Fascia --Qve Clo `e 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Flat/Low ProflieTile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nall thromp plastic cement siagtepaddy under tie pan portion of the tile,closest to the underlock for (when reQulred) Paddydwtareentiles) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive 12attens Pad 4(undettlie) contact with the underside of the tile. optional r -. ant", (Instructions continued on next page) onceawyment loin. ` 21n. ``, �•— .®gave Closure Eave Course Fascia Medium ProflieTile . •• • . . • ..• . ° NOA No.: 16-0315.01 MIAMMADE COUNTY • •• • • •• • • •• ° .. Expiration Date: 05/10/17 Approval Date:04/07/16 ••• ••• Page 9of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL##3 (CONTINUED) Mail#MMghplastic Sh4e paddy under tile twhenrequiirecp 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x 3/a" pa�rt "'�" t (19 mm)paddy on top of the eave course tile Flattens Paddy(undertiie) surface as shown,on top of the strengthening rib optl�i �r�; for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. an d�a� _ ; Install second course of tile.Insure approximately 4:4ln. 9(58.1 cm-)- 11 (71cm2)square inch adhesive 27t41n � / contact with the underside of the tile at the overlap Paddyon and 7(45.2 cm2)-9(58.1 cm2)square inch top tle�" -., �, /' _ adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. gave Coarse ' k `fasda Weephole 10in. 2 in. Eave dosore Dripedge High ProfileTtle • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• • NOA No.: 16-0315.01 MAN-MADE COUNTY •• • •• • •• Expiration Date: 05/10/17 •• • • • ♦ Approval Date:04/07/16 ••• ♦ • • ••• ♦ Page 10 of 11 . •• .. . . . •• .. •.• . • • ••. • • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Place enough ad (/50.8 mm hesive to achieve 65 to 70 sq in. Steep pitch applications 1. Starting at the eave course,apply a minimum 2" foam in contact with Ne pantile. (when required) l )x 10"(254 mm)x 1"(25.4 mm) 2)Tum coven upside down.Place adhesive in paddy onto the underlayment positioned as to 1 in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. -�° tiles from rocking until adhesive has a chance to Underlayment ;- - cure. "1 ° ° 2. Continue in same manner bringing two pan ,- - courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motor shown) 3. Turn covers upside down exposing the underside Weephole 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 course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm2)-25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . e . e .. ... .. . . . .. . •e• eee eee eee eee a•: : • •• : • e• : NOA No.: 16-0315.01 MIAMI•DADE COUNTY • •• • • •• • • •• ...e t •• • • • . • Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • • • •• + • Page 11 of 11 • . • eee • • • e e e e e • e e e e ee .e • e .e .• eee . e e e.e e e