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RF-15-1371 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-236216 Permit Number: RF-6-15-1371 Inspection Date: July 07, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: GIROUD, BIENVENIDO Work Classification: Tile/Flat Job Address: 186 NW 107 Street Miami Shores, FL 33168-4309 Phone Number Parcel Number 1121360080240 Project: <NONE> Contractor: SPRINGER ROOFING LLC Phone: (786)426-3238 Building Department Comments RE ROOF TILE & FLAT Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 July 08, 2015 Page 1 of 1 permrt LUQ R . -6 `5ORES Y� Miami Shores Village ' � Tom`'",}+ { 10050 N.E.2nd Avenue NW y r; ' ri VI� Miami Shores,FL 33138-0000 P"'6 4 Phone: (305)795-2204 3 ... Expiration: 1261212015 ... is"00 pate 6/ 5401;!kp. Project Address Parcel Number Applicant 186 NW 107 Street 1121360080240 Miami Shores, FL 33168-4309 Block: Lot: BIENVENIDO GIROUD Owner Information Address Phone Cell BIENVENIDO GIROUD 186 NW 107 Street MIAMI SHORES FL 33168-4309 Contractor(s) Phone Cell Phone Valuation: $ 13,600.00 SPRINGER ROOFING LLC (786)426-3238 Total Sq Feet: 1880 Type of Work:Re Roof Available Inspections: Additional-Info:RE ROOF TILE&FLAT 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-Contractors Bond $500.00 Invoice# RF-6-15-55870 CCF $8.40 06/15/2015 Check#: 1195 $767.66 $50.00 DBPR Fee $4.13 DCA Fee $4.13 06/05/2015 Check#: 1215 $50.00 $0.00 Education Surcharge $2.80 Bond#:2752 Permit Fee-New Roof $275.00 Scanning Fee $12.00 Technology Fee $11.20 Total: $817.66 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inforrivaV,1T is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abov ed contractor to do the work stated. June 15, 2015 Authorized Signature:Owner / App scant ontractor / Agent Date Building Department Co June 15,2015 1 Miami Shores VillageC . TVF_D Building Department JUN 0 5 2015 BY: 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2016 BUILDING Master Permit No.ZE /3-/ PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 9fROOFING ❑ REVISION ❑ EXTENSION [__j RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l SCS '�-4w t 01 S'T. City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 1 -2-1;5U-0708- C)-I A l0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Cat QOVL> Phone#: Address: 11--%545U 464,V l-2-b cr City: M%ANt-41 State: V;l- Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: tzC01F-1 till% Phone#: 309-218-1123 Address: 1 -11 S�t�A moi'' �►A�V City: "IL1- 41 State: FL Zip: 3314141 Qualifier Name: Phone#: State Certification or Registration#: CLC_17i30C A45 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �{ / City: State: Zip: Value of Work for this Permit:$ J.(D� _Square/Linear Footage of Work: r�� Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: QE-%700 'T1,LE FLAT Specify color of color thru till; Submittal Fee$ �• ��Permit Fee$ CO CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Feeeems$ Structural Reviews$ Bond$ Jw--- TOTAL FEE NOW DUE$ vyy"O� • �l0 (Revised02/24/2014) =�ro__9 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � Signature OWNER or AGENT CONT OR The foregoing instrument was acknowledged before me this The foretgg ng instrumen w acknowledged before"is day of 20 /J�,by �J� ��` day of 20 L f by who is personally known to S/�//'i✓ Si?1 V; ho is personally know�o me or who has produced //�` ``'�� as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Sign. Print: Print: —5�7V Seal• r K;u,,� MAGALY$070 Seal: ,o `«:;'�� MAGALY S01i0 * MY COMMISSION t FF 069572 * MY COMMISSION A FF 069572 * EXPIRES:Mara 9,201 EXPIRES:March 9,2018 �T �W g�yd ThN Budget Nota Services ,, �s &ftd Thru Budget Notary Services *sssssssssssss�ilF#lkssssssssssssss T�T ssssssssssssssssssssssssssssss*ssssssssssss**ssssssssssssssss*ss* t APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA A DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 1 CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 - 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SPRINGER, STEVEN ALLEN JR SPRINGER ROOFING LLC 15376 SW 9 WAY MIAMI FL 33194 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range Q STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIQNAS REGULATION .. Every day we work to improve the way we do business in order to CCC1330048 ;ISSUE©; `06/1.0/2014 serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information CERTIFIED RO FING,'CONT.RACTOR about our divisions and the regulations that impact you,subscribe SPRINGER,STEVEN""ALLEN JR to department newsletters and learn more about the Department's SPRINGER ROCJFtNG L LCA initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, 1s CERTIFIED under the provisions of Ch.4 9 FS and congratulations on your new license! Expiration date:AUG a12016 L1406100001126 010596 1� Business"' �Rece!pt . Miami-Dade County, State ©�f Florida i " Do NOT PAY .,. . ." s "STA LL - 71 QQ29{ p BUSINESS INtAME,(LOCAT IO" RECstt T NO, - �* P. I i�s INGEr � LSC RENEWAL 'SEPTEMBER 36. 2016 15316 5W 9,WAY :, 7378292 Must he disptsyed at place Qf"burgess MIAMI FL 331 4 `' Pursuant Cour+ty 6,00e Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED �jPRINGERROOFING LLC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 CCC1330048 $75.00 07/28/2014 CREDITCARD-14-030300 This LoeatBusiness Tax Receipt only abnfirms payment of the Local Business Tax.The Rao* is nota license, pormiL of a certific@tion of the holders qualif' * ns,to do business. Holder must comply with any governmental or nongovernmental regulatory laws end requirements which apply to the business,, The RECEIPT NO.above musi;be displayed on aii4e.mercial vehicles_W1 emi-gado Code Sec 6a-276. For more information,visit,,,,,r,,,mj!jmidade goyltaxcollecW " a� CERTIFICATE OF LIABILITY INSURANCE DATE04/28D/YYYY) 04/28/15 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 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: Sergio P.Giron Bentley Insurance&Associates PHOWC, E.N , (305)463-7775 aC No): (305)463-7772 11402 N.W.41St Street,Ste#208 E-MAIL ADDRESS sgiron@bentleyins.com Miami,FL 33178 INSURER(S) AFFORDING COVERAGE NAIC# Phone (305)463-7775 Fax (305)463-7772 INSURER A: United Specialty Insurance Co. INSURED INSURER B: Springer Roofing LLC INSURER C: 15376 SW 9th Way INSURER D: Miami,FL 33194- 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. ILLTTRR TYPE OF INSURANCE INS WVD POLICY NUMBER MPM/DDY EFF MPM/LIDD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 COMMERCIAL GENERAL LIABILITY RDAMAGE (RENTED PEa occurrence) $ 100,000.00 EMISESS F1 F] CLAIMS-MADE0 OC04/18/2015 04/18/2016 CUR 3494601 MED EXP(Any one person $ 5,000.00 A F-1PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000-00 ❑ POLICY ❑ JECT PRO ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ [-i ALL ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY Peraccdent $ NON-OWNED PROPERTY DAMAGE ❑ HIRED AUTOS ❑ AUTOS Per acc dent $ ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑WC UMIjS [:]OTH AND EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFIC(Mandatory In BER EXCLUDED? ❑ N/A E.L.DISEASE-EA EMPLOYE $ (Mandatory in NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,AddlHonal Remarks Schedule,if more space Is required) ROOFING CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 N.E.2ND AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL,33138 AUTHORIZED REPRESENTATIVE C� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105)QF The ACORD name and logo are registered marks of ACORD �acvRn CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF UVC MA710H 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 iSSUANG INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. MWORTA :H the cer ificste holder is an ADDITIONAL 94SURED the policy(m)must be endorsed.V SUBROGATION E VmkMM.subject to the tams and conditions of the policy,certain policies may require an erglorsement A statement on thig certificate does not confer rights to the certificate holder in E9U of such endorsement(s). PROOMER OMACTNAME PROW LAC.No 1620 x F Fr�Insurance Agency,Inc. E-MAX ADDREW 100 South wmouri Avenue AFFORDMJGODVERAt3E I t1AK� NSUFE ter FL 33758 in Cb. 11600 114R B: INR C FrankCrum L10F Springer Rooff%LLC NSURER D: 100 South Missouri Avenue NG E; Gearnatar FL COVERAGES CS2TiFiCA7'E NLIMBi3�2: 311106 REYt310ht Nl1M8E4T MIS TOC I"IFY THAT THE POUCIES OF M>Sa:1RANCE LwW BELOW MVESEM M THE MURM N"WASOVE Fat THE POLICY PtSt10DMIDlC.ATED PERTAIN.TIE MIBURANCE AFFORDED BY THE POLKJl�`0�8$ltl L4 5lJBJEOT TOALL THE TERY.Se EXCLIAt�00f10[tPONS OF SUQt .LMBTSgF1�! YP)Y HAVE BEp!REDIICEfl BY PAID LAOIS. Lm TYPB OF tr95U1M)CE Am S � Poucrtanam POLW IFF POLWEW BK7rOCpl BICE i CO6tIE3WAW.GB79WLtiAILRY OAW�6£71p A&iT� CLAVA&mcE L�'� E@[AaYmaP+�f S P®i801MLd,AWMAM S AfAA$ 2 GOnAMRSDATELAWAPPLOSPElt PPo0.IECT LOG PRODUCTS�IWIOPAW S PODGY AUTOMOR EuARtf[Y 2 comaaEoaNrteuwr s AtiY To ALLowiEoSUIEDULAD WOUNAAH AYr S OMYNAAlY IPu acCM*w S w Auros AUTOS vrr&,o PA'OPBRTYOAtewE s s UMBRe.tA UAG otxut eras aAA ENNOOJRRP= s DEO AE:BJTgNi AGGINGAN S S A UABYIN YVC2DIIrX00 01MU20i01 LM 15 01f1016 x )"O OFIXOMMUM wtmuoew Q NSA lu.bah"to[M) 'i[7n.daaai�s aadar 9e=RP nw OF OPS)ATIONS bdm PTIONOFOPERAMMILOCAT"M/VEHICLESUWU*ACOMIM,A"eaniRifmwIimaarelipeee� E1f201regiiretl) EtFW"02IO5.coverage Is for 100%of the empbyeas of Fm*Cnaa used to S~Roofing LLC(Diem)for who in the sherd is raportM home in FrarrlcCkum.Coverage is not extended to erapbyess. C7�NC9.lAT10N SIOULD AW OF Milts SHOWS VILLAGE BUILDING DEPARTMENT %=T[a+ Tl�NDTICE YNLL Je DEUV$aD M1 ACCOt W THE 10050 N.E.2ND AVENUE ANAM)SHOWS,FL,33138 AUTHOWEO NATIVE O 1988.2010 ACCRD CORPORATION.Ail rights reserved ACORD 25(201OM) The ACORD name and logo are M" atered marks of ACORD ng Miami Shores Village .... �..� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 6- 10050 _10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: ?i14ve4-tivo G.�aco Property Address: 15te tow 10-1 ST Roofing Permit Number. Dear Building Official: I f er n 1 r u O t ffw a certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) ah / ritCO Cilrz�VD. Si Print Name State of Florida County of Dade The undersigned,being the first dul;swom;deposgs and sjya that he/she is the owner for the above property mentioned. Sworn to and subscribed before me4his •• '� •• dejr of MWLYWM Notary Public,Sate of Florida at L•ar�e 4 • ' •- * * "rrCOMMISM��0 fXPM-.�s,2018 ••i �• ••i ••• •••� ••• ��'ai Fl. BeA�d TMu ltsdpu tiotrY 5arias • When ft just valuation of ftstrucgxe far purpose of ad valorem taxation is equal to or more#w$3W 000.00,and the&aiding wx not conshucted with FBC nor a 1994 SFBC.Then you must provide a&uidng applicalim homy Geo M Car*KW for the Roof to wag eonnecdon Hurricane MiligAm. . . . . . . . . . . . .. .. . . . .. .. Revised on 5!2112009 ... . . . ... S�OREs . G„ Miami Shores Village NINE Budding Department 10050 N.E.2nd Avenue Rm� Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: ('o 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: c li%zc2 ro Property Address: k Nw k 0-1 ST- Roofing Permit Number: Dear Building Official: l.-R>ievAj/-C�JJd( 11Zbo-= certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) ,Qhn/C4L - 0 ZDV Si Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 3 day of Notary Public, Sate of Florida at Large - # MY COMMISSION t FF 069572 EXPIRES:March 9,208 +'koF ndiOr Bftd Thor Budget Notary Servkm • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 vs C NERVICE AOA =l ENGNMR IG 7066 SW 44'Street Miami,FL 33155 Tel: 786-398-9179 Fax:786-800-2627 a1 roofinsoection mmail.com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS #106 Roofing Contractor SPRINGER ROOFING. Permit# RF6151371 Job Address 186 NW 107 ST MIAMI SHORES, FL. Owner's Name BIENVENIDO GIROUD Type ofTrie FLAT 13° Date Installed Approximate Roof Height 12' feet Roof Pitch 3.5112 Type of Access to Roof LADDER Approximate Square Footage of Roof 19 ft2 Required Testing Force 35 Lbs Date Tested 07/06/15 Number of Tests 46 Testing Equipment F.G.E.100 Contact Name JUANCITO Phone# 71485-9782 LOCATION #OF TEST PASS #OF TEST FAIL Corner 6 Tests 6 Pass Test o Fail Perimeter 9 Tests 9 Pass Test o Fail Field 23 Tests 23 Pass Test 0 Fail Ridge 8 Tests 8 Pass Test 0 Fail t. s TOTAL 46 Tests 46 Pass Test 0 Fail �.N A-'C ORUANCE-Adtii'.,,,CRITERIA OF PR0T:x OL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALiTYCONTROL TEST.TNWSTAS 106 TEST HAS KEN PERFORMED IN FULL ACCOROANCk M t Hr. REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. rl C? t� t A-1 Engineering Inspection Services, Inc 7066 SW 44' Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspectionngmail.com LAB CERTIFICATION# 14-1215.04 07/06/15 PERMIT. #RF6151371 186 NW 107 ST MIAMI SHORES,FL. T T T T T T T T T T T T T T T T T . T T` T T T T T T T T T T T T T 7066 SW 44th Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 �5N°Rs Miami Shores Village Building Department 10050 N.E.2nd Avenue �,.� �\ Miami Shores, Florida 33138 �j�s Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# /z DATE: INSPECTION AFFIDAVIT AI 7 licensed as a(nContractor Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: �� r? r�©B On or about 6 -17- 15- io ► , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at /�C'- tiw /0'? 5 j (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Ba#o 3.844 F. ) Si ature 11 1 10K State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this /7 day of / > SOTO Notary Public, Sate of Florida at Large �� ""•u�°* mvc mmssy Isslo I FF 0072 * EXPIRES:Mardi 9,2018 OrBOW0 ft Budget Noy Service" *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#dearly shown marked on the deck for each inspection Revised on 5/21/2009 ROOF ASSEMBLIES FTOP STRUCTURES Florida Building Code Edition 2010 Hi elocity Hurricane Zone Uniform Permit Application Form. Section A(General Informations `,�r ��%►,� Ma i o. Process No. Contra ctor'sName SP�1t�l,lnER Rc7c�FIN(r '' �9 Job Address 1 18U W V1j 10-1 �Lowslope ROOF CATEGORYto ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE L C ❑ New Roof eroofing ❑ Recovering ❑ Repair ❑ Maintenance Z O , ROOF SYSTEM CTS, }.4 INFORMATION w 0 Low Slope Roof Area(SF' Steep Sloped Roof Area(SF) Total(SF) 3 Section B (Roof Plan) Sketch Roof Plan: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. Z 00 00 0 • • • • • • • • •• • • •• • • • •• • • 15.32 i i i i•i i i i FLORIDA BUILDING CODE—BUILDING • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be enailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) 14 3. Common Roofs: Common roofs are those which have no visible delineation between eighboring 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. f° 4.Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking an 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.This provides the option of maintaining this appearance. A5. e Ponding Water: The current roof system and/or deck of the building may not drain well and 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. d 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i erior of the structural assembly (the building itself). The existing amount of attic ventilation sh lI not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,venting shat not be required. 5 Owner's/ ignatu •: .•JDale: ." C ractor's S' na re •. .•. .. ... .. . . . .. %8u 1.IvV to-) ST Property Address ... Permit Nurgber . . . . . . . . . . . ... . ... . .. . Tile Roof System t MIAMHXN® Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer:I BORAL ROOFING . LLC Notice of Acceptance Number(NOA): 13-0723.05 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P1: 39.1 P2: 68.1 P3: 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:1-5/8'Plywood— Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: Roof Slope: '712" N/A Roof Mean Height: 1 U ft. Basesheet Type: Method of Tile Attachment: ASTMD 226 TYPE 11#30 --Adhesive, Medium Paddy Polyfoam Polypro— Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4"R/S 6"LAPS 2 ROWS 12"O.0 FIELD N/A Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: — 9a 3"face 24 POLY_GLASS TU PLUS •-- Drip Edge Material Type: Tile Underlayment Attachment Method:--Galvinized Metal— SELF ADHERED Drip Edge Fastener Type: 1 1/4"R/S 4"O.0 .. ... jilGPrcoLe: PKAT TILE Hook Strip/Cleat gauge or weight: I—n/a- ... 000 0*0 000 .. . . .. . . . .. . . ... . ... . .. . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. Section E Mr®� 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 tile 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 tile attachment method is acceptable. P 1: 39.1 X X .313 = 12.23 _Mg: 8.03 =Mrl: 4.20 < 40.4 NOA Mf P 2: 68.1 X X .313 = 21.31 Mg: 8.03 =Mr2: 13.28 < 40.4 NOA Mf P 3: 100.7 X X .313 = 31.51 Mg: 8.03 =Mr3: 23.48 < 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:�=® XCos 0:E]=Fr1: <_ NOA F' P2: X 1: = X w: = -W: _ X cos 0:El=Fr2: <_ NOA F' P3: X1:�= Xw: = -W: = XCos 0:E:1=Fr3: <_ NOA F' Where to Obtain Information to complete tile calculations Where to Find Description Symbol 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 8 Job Site Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr 0• 000 0 Calculated Minimum Attachment Resistance F' •• •: ••: : : :•: •Product Approval(NOA) Required Uplift Resistance Fr 00 •'• '• • ' ' '• Calculated Average Tile Weight W 0 00* 0 • • Product Approval(NOA) • • • • • • • Tile Dimensions I=length 000 0 0 o e • •• P:o&ct Approval(NOA) w=width • •• • . • • . • ••• • ••• • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MMIAMI-DADE COUNTY rin 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.aoy/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sha&bQ pso,4ided N the user ley the manufacturer or its distributors and shall be available for inspection at the job site ettthe there* $u:lding Official. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. • • ' ' ' NOA No.: 13-0723.05 MIAMI•DADE COUNTY ..; '�' .�' • Expiration Date: 04/26/17 Approval Date: 09/26/13 •�� • •�• • Page 1 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: 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 does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile, interlocking,high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake 1= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona, concrete Width: varies roof pieces for use at hips,rakes,ridges and varying thickness• :1valley terminations manufactured for each • •• • • ••• the profile. .. ... .. . . . .. . . . . . . . . . . . •.. . '.. ; '.; ; NOA No.: 13-0723.05 MIAMI•DADE COUNTY ••; �' • ••• •• ••• Expiration Date: 04/26/17 Approval Date: 09/26/13 ... . . . . ... . . Page 2 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering, Inc. 82.894 TAS 112 R3.894•• ••• .. Celotex Corporation 520109;1 •; ,•; ¢tatio L�lift Testing Dec. 1998 Testing Service 52011 W ..: -T4qS•101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service •• TAS 101 . . . . . . . . . . . ' ' ' • • • NOA No.: 13-0723.05 .. . . .. . . . .. . . MIAMI•DADE COUNTY • • • ••• • • • Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped 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. .. ... . . . . . .. . .. . . . . ..• . .. ... .. . . . .. . . . . . . . . . . . NOA No.: 13-0723.05 .. . • .. . • • .• • . MIAMI•DADE COUNTY • • • • • • Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 .•. . • • • .•• . . • . . • • • • • • • • .. •• . . • •• .• ••• • • • ••• • 0 s 4. INSTALLATION 4.1 Saxony 900(Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -X (ft) Tile X(ft ) X(ft) Profile Batten Application Direct Deck Application Monieri-ifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . ' ' ' ' ' ' ' • • NOA No.: 13-0723.05 •. . • •. • • • .• . • CMAMIM-DADMECOUNTY • • • • • • Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 r Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&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 18.2 248 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-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake &Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Pol foam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam Pol Pro TM 118.9 Slate, Shake & Split Shake Polyfoam Pol Pro TM 40.4 3 Large paddy placement of 45 grams of Pol Pro TM. 4 Medium paddy placement of 24 grams of Pol Pro TM Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems TileTile Minimum Attachment .. ••• • • • • • •• Profile )jppli;a$ign; ; Resistance MonierLifetile Saxony 900 ..yldl�ar Sit ; •�• 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar • . . . . . . . . . • • 0 00 ' • • • • NOA No.: 13-0723.05 111111111111FMIAMI•DADE COUNTY ••; ;• •; ••• • • • Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 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. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • • • • • NOA No.: 13-0723.05 MIAMI•DAD;COUNTY • • • • . • Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 PROFILE DRAWINGS NAIL HOLES • 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE •• ••• • • • • • •• 00 000 00 0 0 0 00 • • ••• • • • ••• ••• ••• • • • • • • • • • NOA No.: 13-0723.05 MIAMI•DADE COUNTYi • •• • • • • • • ExPration Date: 04/26/17 ,...l ••! • ••• • •• • Approval Date: 09/26/13 Page 8 of 10 ••• • • 000 ••• • • t NAIL HOLES . `. 1-9/32"(Shake) �i 17 1311 Note: Available Top Surface Finishes 6. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ... •.. : . •.. : ; . •.; ; ; NOA No.: 13-0723.05 MIAMI•DADECOUNTY • •• • • • • • • Expiration Date: 04/26/17 ••• .0: •• •• Approval Date: 09/26/13 Page 9 of 10 . . . . . . . . . . . .. •• . . • .• .. ... . . . ... . . NAIL HOLES NZ Y h•� y 1-9/32"(Shake) 17 " 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . '.. : . •.. •.: NOA No.: 13-0723.05 MIAMI•DADE COUNTY •• • • • • • Expiration Date: 04/26/17 ••• • ••• • Approval Date: 09/26/13 Page 10 of 10 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . . 1 MIAMI-DADE COUNTY MIAM MEW PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.gov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it-is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed b,,-Alae f irrr. ••• ••• . .. . . . . ... . •• ••• ••� •• NOA No.: 14-0805.01 MuvNowoecoutvnr Expiration Date: 05/10/17 .• • • :• • :•0 0 0 Approval Date:09/04/14 • •• • • • Page 1 of 11 Goo 000 0 00 0 000 • • . • . . . . . • . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3Mrm 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment 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 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% .. ... . . . . . .. Note: The physical properties listed above ire prestnted al ttpIcal average values as determined by accepted ASTM test methods and are subjecE td norinA ihMufArturing variation. so 066 NOA No.: 14-0805.01 MIUAMI•Daoe COUNTY � �� Expiration Date: 05/10/17 ' Approval Date:09/04/14 ' Page 2 of 11 ... . ... 0 00 0 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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. 3M7 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M7 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. NOA No.: 14-0805.01 r� waoecou►v7�r Expiration Date: 05/10/17 • • • Approval Date: 09/04/14 •• ' •• • •• • Page 3of11 ... . ... . .. . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . . INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the"B" component shall be maintained between 1.0-1.15(A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. NOA No.: 14-0805.01 MI I-DADE COUNTY Expiration Date: 05/10/17 . . : : Approval Date:09/04/14 .. . . 0 . . . 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. QMMAMIDARECMOUNTY ,...i BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. NOA No.: 14-0805.01 MIAMI-DADE COUNTY ... Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5of11 ... . ... . .. . ... . . . . ... . . . . . . . . . . . . ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 Nath-fou 1;bphi st4ccom commait_. PamycBman r") Flat/Low Profile Tile k 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, x under the strengthening rib closest to the overlock of the tile being set. �fira3l�i9 EawC:ar r+ s 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. y 14 in, P 4-115 Efwii Cl f MailthrougjhpfaM wneM Medium Profile/ Double Pan Tile tri� �raeaat 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown � -_ under the pan portion of the tile closest to the overlock of the tile being set. lab. k { ®{ 2. Continue in same manner.Insure approximately 17 y f 1 (109.7 cm2)—23 (148.4 cm2)square inch adhesive Y� r contact with the underside of the tile. Lre C U NIA OWC700l0t0intc " High Profile/Single Pan Tile i�v#I�m�quf�aelp `�� Ftiddp{B.h4.�eh't;il�l �, ,,& r 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 ' 3�n�, under the pan portion of the tile closest to the �vAda overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 � •{ (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. MCA 00 02t •• ••• •• • • • •• NOA No.: 14-0805.01 rttartt•teCourtrr ... • Expiration Date: 05/10/17 Approval Date: 09/04/14 • •• Page 6 of 11 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) KdiM«eielaTifii4 High Profile/Single Pan Tile nw rr�q�lrred5 ! - ,, ,,; ��. 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the N", the being set.Insure approximately 17(109.7 cm2)— 23 (148.4 cm2)square inch adhesive contact with the "sr��.l underside of the tile. Alp 2. At the second course,apply a minimum 2"(50.8mm) cctag" `'� f'1r.ma x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the wmphqu underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile brilpedgo 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.: 14-0805.01 MIAMI•DADE COUNTY • ••• • • • • • • • • • . • • • Expiration Date: 05/10/17 ..` Approval Date:09/04/14 .. . . .. • . . . . ..: :' ..: '.' •.` '•' Page 8of11 ... . . . . ... • . . . . . . • • . . • . •. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 d4a6rt61roughpilasf6ecement PadrlyCbetweeaBles) (When rewired') 1. On the eave course only,apply a minimum 2" (50.8 Battens optimal - �- mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy ° Paddy omder tile) onto the underlayment positioned as shown,under si°9lepad# the strengthening rib for flat tile or under the pan an tup,attCle portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave " 361r tepadi approximately 4" (10 1.6 mm)up from the eave 1c11 er�1 nt.. singia.padelg ,� y.. edge free of foam to prevent the expanded adhesive an""de`ray7°�` 2 x 4116 from blocking the weep holes. Insure 4 approximately 17-23 int(109.7-148.4 cm2)of to adhesive contact with the underside of the tile i° savecl°mm 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FIBULOWProfiteLT1ln the second course line positioned foam paddy under the strengthening rib for flat tile,or under the a iltnr4o0plasticcem t s;i"giepaddy4indernflQ pan portion of the tile,closest to the underlock for (whenregnirvD Paddy lbetween tiles) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Battens- as .ay1©dertltEl at contact with the underside of the tile. �yitlon <.: )Pad o�t{Ipaf�,e (Instructions continued on nextpage) Zsitii°.` 1e ddy an rill ata"ent a 10 611. 2 In. Q'usur� Eave Coorw Eas y Medium ProffleTlle • •• • • • • ••• • •• ••• •• • • • •• NOA No.: 14-0805.01 MLAMI-DwoecouNTY 0 0 • . . Expiration Date: 05/10/17 1 • : 000 ff : : : :Approval Date: 09/04/14 00..: :• ••• ••• ••• Page 9of11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nallthroughpi fic Sngie;paddy under'We (when rwWk.4 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x 3/4" Paddy( tiles) (19 mm)paddy on top of the eave course tile Battens' tidy tun dertilej surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. h ppaaddy Install second course of tile.Insure approximately on undedaymi x4im - 9(58.1 cm)- 11 (71cm2)square inch adhesive contact with the underside of the tile at the overlap shte 2x4im 5 and 7(45.2 cm2)-9(58.1 cm2)square inch paddyan WP adhesive contact with the underside of the the at the head of the tile.Continue in same manner. lwec.o« da Weepha doswe loin. 2io. Dtip edge High Profila •• ••• • • • • • •• NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 �Fjumsu ' • • • • • • • • • • • Approval Date:09/04/14 •� % • •� • •� Page 10 of 11 ••• • ••• • •• • • • • • • • • • • • ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" 1)Piace enough adhesiveto achieve.65 to Zosq.in, Steep pitch'applications „ „ in contacfwith the.pantile (when required) (50.8 mm)x 10 (254 mm)x 1 (25.4 mm)foam 2)Turncoversupside.down.piaceadhesiyein paddy onto the underlayment positioned as td"t in"fromoutsideelgeofcovertile_ shown under two adjacent pan tiles.Support eave Then install the tile.Ensure 20:to 15 sclAn.contact area. tiles from rocking until adhesive has a chance to Undeclayment cure. a a " 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm2)—70(451.6 cm) ` square inch adhesive contact with the underside sheathing of the pan tile. Eave closure? (motarshown) 3. Turn covers upside down exposing the underside weephole of the tile.Apply a minimum 1"(25.4 mm)x 10" Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portion oftheeavesoursecover tile,Abuttosecond'course'of edge of each side of the cover tile.Leave pan tiles.Ensure eave end of pan and cover tiles areflgsh at gave line. approximately 3/4"(19 mm)to 1ee(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 cm)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 . .. . . . . ... . NOA No.: 14-0805.01 MIAMI•DADE COUNTY • ••• • • • • Expiration Date: 05/10/17 * • Approval Date: 09/04/14 ••• • • ••• • •.: : : Page 11 of 11 .. . . . . . 000 0 . . . . .. .. 000 . .. .. < M" RM MIAMI-DADE COUNTY is 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.zov/economv Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of ta$es:1 tlir dU99.." The submitted documentation was reviewed by jkir:_ ire a.:.: . ' • •• • NOA No.: 14-0717.08 ruahu•m►oe =OUNTY •• ••: .. '.' Expiration Date: 09/13/16 Approval Date: 01/22/15 ... . . ... . Page 1 of 9 . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL Category Roofing Sub-Catezorv: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6558"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'33/8" APP polymer modified,fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3533/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- 61' x 3'33/" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 1. 00 .. #2 60 mils t4k membrane. Designed as a metal roofing and roof •• •; ;•; •Mile underlayment. .. ... .. . . . .. . . . . . . . . . . . •• • •• • • • •• • • NOA No.: 14-0717.08 MLAM aaoe co� ..: : ..: •. .. •.• Expiration Date: 09/13/16 Approval Date: 01/22/15 ..• , . • • Page 2 of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6"o.c. at a minimum 4"head lap.(for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: 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 II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap.(for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 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 (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . " • •• • • •• • • NOA No.: 14-0717.08 MIAMMADECOUNTY ..: : ..: . .. .' Expiration Date: 09/13/16 Approval Date: 01/22/15 ... . . . . ... . . Page 4 of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Revort Date Trinity I ERD P10870.09.08-RI 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&G 15 5 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 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 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 . TA$ 103/ASTM D4798&G155 02/18/10 .. ... .. . . . .. . . . . . . . . . . . ••• • • ••• • •• : : NOA No.: 14-0717.08 MIAMI•DADECOUNTY ++: :• +.: •+• •+• •.' Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 9 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/z"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. effi Hazelton,PA. N/A 90 ; N/A ; .• OC: ; • 1t/A N/A N/A N/A N/A • •• • • • • ••• • 7. All products listed herein shall hllde a t�falijeassdranteaudtt in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. ... . . . . . . . . . . . •• • • •• • • • •• • • NOA No.: 14-0717.08 CMIAMMADEouNTY • •• ' ' • • • • Expiration Date: 09/13/16 ••• • ••• •• • Approval Date: 01/22/15 ••• • • • • ••• • • Page 5of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • K 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 S /Slope Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . • ' ' • • NOA No.: 14-0717.08 .. . . .. . . . .. . . MIAMI•DADE COUNTY •• • •• ••• ••• ••• Expiration Date: 09/13/16 Approval Date: 01/22/15 ••• • • ••• • Page 6of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) t `a 3f iE a kr,K. 1Z fi , r r } - Siv t l}ji 2 Roof Peck prepared tooth°� V PQLY571GKIU`PIU9' 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . .. . . .. . . . .. . . NOA No.: 14-0717.08 MIAMI•DADECOUNTY Expiration Date: 09/13/16 ••• •• ••• ••• ••• • Approval Date: 01/22/15 ... . . . . ... . . Page 7 of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area, area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back- nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/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 membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of 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. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . ' •• • • •• • • NOA No.: 14-0717.08 aMLAMIMADECM0 • •• • • • • • • '•• • ••• • •• • Expiration Date: 09/13/16 Approval Date: 01/22/15 ... . . . . .• • • Page 8 of 9 . . . . . . . . . . . .. .. . . . .. •. 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.: 14-0717.08 MIAMMADE COUNTY ••• • ••• • •• • Expiration Date: 09/13/16 �Fgjual Approval Date: 01/22/15 ••� • . • ••� • . Page 9of 9 • • • • • • • • • • 000 0 • •• •• • • • •• ••