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RF-16-237 Miami Shores Village � ° 10050 N.E.2nd Avenue ` Miami Shores,FL 33138-00008 F£: ' Phone: (305)795-2204 � Expiration: 07/2612016 Project Address Parcel Number Applicant 585 GRAND CONCOURSE 1132060171400 FELIPE&ADELAIDA VILLAR Miami Shores, FL 33138-2464 Block: Lot: Owner Information Address Phone Cell FELIPE&ADELAIDA VILLAR 585 GRAND Concourse (305)757-5535 MIAMI SHORES FL 33138-2464 Contractor(s) Phone Cell Phone $ 33,000.00 ALTON ROOFING CORP (305)305-5441 Valuation: Total Sq Feet: 3400 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE Inspection Type: Classification:Residential Up L'rft Report Scanning:5 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-1-16-58482 CCF $19.80 01/28/2016 Check#:1191 $50.00 $852.56 DBPR Fee $4.88 DCA Fee $488 01/28/2016 Credit Card $852.56 $0.00 Education Surcharge $6.60 Bond#:2970 Permit Fee-New Roof $325.00 Scanning Fee $15.00 Technology Fee $26.40 Total: $902.56 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,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume billy for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLU B G,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT- rt' th t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni thorize the above-named contractor to do the work stated. January 28,2016 Autho er / Applicant / Contractor / Agent Date Building ep rtment Copy January 28,2016 1 CIV 1,1 Reileh Engineering Corp. i (Consulting Engineer) 2370 Southwest 123rd Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER F=305-823-3300/305-884-8834 Website:www.reilehengincering.com March 8,2016 Felipe Villar 585 Grand Concourse Miami Shores,Florida c Project: ROOF TILE UPLIFT TEST REPORT Residential Home 585 Grand Concourse Miami Shores,Florida Information provided by client.- Permit lient:Permit Number:Not Provided Date Completion: March 5,2016 Roofing Contractor:Not Provided Project Number: 16-0243 (Testing Laboratory Certificate# 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced.project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached,rigid,discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of file used for this project was reported to be Barcelona Roof Tile. This file was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)file in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test,per square in the perimeter area,ridge caps and(1) in the comer areas were conducted. j y {� j��, f 9q• � � T ez G , rEli n. "Oiao l�pa. 6'x'1 f 1 Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TME UPLI]-r sr Residential Home 585 Grand Concourse Miami Shores,Florida Reileh Engineering Corporation—Project Number-16-0243—Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 585 Grand Concourse Miami Shores,Florida Project Number: 16-0243 �i�rt ti'iI h1 i t < 4� r. -,..i r ai xtP,fr r i�ilPi�'�19 spl ' • t � ' ta mNM t i . n.., Y Y 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation—Project Number-16-0243—Page 3 of 5 ,ng ` � r " - 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation—Project Number-16-0243—Page 4 of 5 }r��p-g PAR�^kW J+N�i��� 2 f 4 ,,'�F, a .�A f 2 < " Aw 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test 1-14 Corner, 15-22 Ridge Caps,23-48 Perimeter,49-72 Field Reileh Engineering Corporation—Project Number-16-0243—Page 5 of 5 lar v y9 0\6w 94 K n 0 n 31 w 12 96 68 ff66 64 0 92 29 2 4B 41 a 3 46 n 48 10 99 99 60 61 49 50 61 29 4 40 I v 9 62 42 70 23 � 64 69 64 43 66 68 24 69 6 44 6 7 24 8 NUMMR 0r 11;51' MUM - 2200 5F O lat2a CAP Syr LOCA11ON FEW m 24 COUR - 140 5F OO 1 P - I CMUM n15fMa,a- 3' L MN0T5 IA05e IlIX Lf Va CAP m 8 COUR AMA- 3'X 5' ATROX,ROOF 11;51'IACA11O15 MV 191WN51ON5 Miami Shores Village rJA _ - Building Department 8j'66- 10050 e10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 . _ -_ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201'4 BUILDING Master Permit No. 2F [6 ` 2,32- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5 8 45 G l-p�NJ` Coficd a rs e Cft' Miami Shores County Miami Dade Zip; 3 B Folio/Parcel#: - 3 2 O 6 C5 17 -- ! 1{ 0 0 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):F2!'pe fi• U i/I A 2 rKs ®'- !T3'A,d,, C Phone#: (7 RK.) 3,�1 Address: City: (M' � S'-)® -^ re'r State: r L.., zip: 3 3 13-J, Tenant/Lessee Name: -----------f Phone#: Email: LA L Y 1 7 12 Z ACL , CLO M CONTRACTOR:Company Name: A L To N R00r IN 6 C O2 T. Phone#:06C)36 g -5 'q q Address: 3 1 0 0 NU) 17 Y S-t1 M t 01(4' GArJ2 -r 1YN City: ) t AM% GACde•n4 State: -FC C)tZ (-D0 Zip: 3 3 OSS Qualifier Name: /D �/ Phone#: State Certification or Registration#: C C 2F 2- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 600. Square/Linear Footage of Work: wo Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 717 llel 14 city color®f-A2010 AIM-I#il Submlttal Fee Eee S CCF$ (R > I CO/CC$ c V Scanning Fee$ t S" Radon Fee$ -4 DBffPR$ Notary$ Technology Fee$ 2�c � Training/Education Fee$ So,0C) Double Fee$ 0 ��yy�1 O� Structural Reviews$ Bond$ 01t�tJ TOTAL FEE NOW DUE$ a (Revised02/24/2014) 8-6:z. t 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 4 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 jab site for the first inspect n occurs seve ) days after the building permit is issued. In the absence of such posted notice, the inspection will not approved and a reinspe n fee will be charged. Signature Signature OWNER or AGENT. �TRCTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of QA-.P- 1-0 20 l6 ,by 2 eA day of Aon 20 /,( .by 44/ °Vi uCAT who isersonall nown to Ce o is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print• Seal: e;N Al11M MMA Seal: �';��• MARLENELA1fM 11y0 1FF819N1 * *IffCOMMISM#FF91W EXPIRES:00tW 30,2018 EXPIRES:Oct 99,X18 �taa� TIwEn�N�rYI °��'isaa� 9en�dThreik�etNa�y _ffi####ffi####ffi#########ffiffi##ffiffi##ffiffiffiffiffiffi##ffiffi#####ffi######ffiffi##ffiffiffiffi####ffiffi#ffiffi##ffiffi#ffiffiffi###############ffi###ffiffi##ffiffi##ffiffi##ffii APPROVED BY ` Plans Examiner Zoning Structural Review Clerk XReVmW2/24/2014l r' qA R 4 ISSUED: 08/14/2014 DISPLAY AS REQUIRED BY LAW SE4# L1408140001578 VJLjUJ 7T✓Y ess Tai bState of Ftorjde WSaf><t1�1�ad COUfi1tY,bO NOT PAY THISJS NGT A OLF.— }5fE � 2096 TIQN fisc61CRR Af^ 887 "aaiart , 3gppW 14FL 3305x` Ait.9 i�ursuahcto>✓9++�+�1'code �ipaer gq_ &t0 MIAFdfI GARS ex s IC.TYPE OR susoo- B ��R p O 198 SPECIALV BUILDING -WROOFING CORP CONTRACT 46.00 07/15(20ti6 CWWONIO M RODRIGUEZ CCC1$29290 CHECK21-15-094428 Wolfler($) 1 sodas", Tlrei iPr� aliceaea, ��gq��aTaxB !#gall a°' PaY�� aN�'�t°�Mwitba�n��matehPl �pUoadidlielolde�'eq � . � aaa rte' cam s�9a-z�s• Tire T N0.abets be displer�as lit Foramre tatoNaad°a'rTsk 01/28/2018 10:31 305-273-4409 NORMA MARTINEZ Page 1/1 CERTIFICATE OF LIABILITY INSURANCE °"o f28t16'0 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 en ADDITIONAL INSURED,the policypes)must be endorsed. N 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 aeu of such endorsement(s). PRODUCER C NE.Cr NAMIPC Insurance of Florida LLC P E . (305)273-4530 FAX 10481 SW 88 St Ste.D-204 E.MAI jessica�ic9.eom o: (305)273-4409 p Miami,FL 33176 INSu S AFFORDING COVERAGE NAIC 0 Phone (305)273-4530 Fax (305)273-4409 INSURER A: Endurance American Specialty Insurance Company INSURED INSURERS: Alton Roofing Corp. INSURER C: 3900 NW 174 ST IN D: Miami,FL 33055 (305)305-5441 INSURER E: COVERAGES CERTIFICATE NUMBER: INSURER F REVLON 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. ILIR NSR TYPE OF INSURANCE ADDBUSSPOLICY BER POLICY EFF POLI D EXP LIMITS NUM GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY RACNIHAOCCURRENCE C ORRENCE $ 1,000 000.00 R IS Ee occurrence) $ 100,000.00 A RENTED ❑ Y PEl CLAIMS-MADE Q OCCUR CBC20000971500 12M62015 12M62016 MED EXP(Any one person $ 5,000.00 PERSONAL&ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2 000 000.00 GENt AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑POLICY ❑ PRO_ ❑ LOC $ AUTOMOBILE LIABILITY MBCNED SINGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL OWNED ❑ SCHEDULED BODILY INJURY(Per accident $ F-1HIRED AUTOS E] �OSWNED R Per acct G $ ❑ UMBRELLA LIAB [:]OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MA AGGREGATE $ DELI REramoN$ $ WORKERS COMPENSATION WC STATU_ OTH- AND EMPLOYED'LIABILITY Y 1 N ANY PROPRIEfOR/PARTNERIDCECUTIVE $ OFFICERIMEMBEREXCLUDED? ❑NIA E.L.EACH ACCIDENT (Mandatory In WQ E.L.DISEASE-EA EMPLOYE $ If un describe under j DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ I- F DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFIED ROOFING CONTRACTOR,LICENSES CCC1329290 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd ave ACCORDANCE WITH THE POLICY PROVIMON& MIAMI SHORES,FL 33138 AUTHORI REPRESENTATIVE Jessica Perez ACORD 25(2010/05)QF ®1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD P�..� YYI� DDIY E(MMIDlY CERTIFICATE OF LIABILITY INSURANCE 0DATE(MMI 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 CONTACT NAME: PHONE AIC,No,Ext): 1-800.277-1620 x4800 FAX AIC,N.): 727 787-0704 FrankCrum Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURERS AFFORDING COVERAGE MAIC# Clearwater,FL 33756 INSURER A: Frank Winston Crum Insurance Co. 11800 INSURED INSURER B: INSURER C: FrankCrum L/C/F Alton Roofing Corp. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater,FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 354158 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME 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 SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSRD WVD (MMIDDMlYY) W M O1YYYY) GENERAL LIABILITY EACH OCCURRENCE $ E TO RENTED COMMERCIAL GENERAL LUABIIJTY PREMISES Ea mwrrenoe $ CLAIMS-MADE =OCCUR MED EXP(Arty are person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $ POLICY PROJECT LOC $ AUTOMOBILE LIABILITY COMBINED SWGLE LIMIT $ Ea idem ANYAUTO BODILY INJURY person $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per eaWent) $ HIRED AUTOS NON-OWNED PoOPERWold�DAMAGE $ AUTOS $ UMBRELLA LIAR OCCUR EACH OCURRENCE $ EXCESS LAB CLAIMS-MADE AGGREGATE $ DED I RETENTIONS $ WORKERS COMPENSATION AND WC201600000 01/01/2016 01/01/2017 X LIMIT WC STATUTORY OE-R A EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEM8ER EXCLUDED? N/A E.L.EACH ACCIDENT $1.000.000 (Mandatory N PSM) if yes,describe wider E.L,DISEASE•EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS bebvt E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks,Schedule,H more space Is required) Effective 06/29/2015,coverage is for 100%of the employees of FrankCrum leased to Alton Roofing Corp.(Client)for whom the client Is reporting hours to FrankCrum.Coverage is not extended to statutory employees.RE;Contractor Licensing#CCC132929, CERTIFICATE HOLDER CANCELLATION SHOULD ANY 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 Building Department Attn;Albert Wester AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave. Miami Shores,FL 33138 0 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Y F, • • • • • • • " • 1 1 T • . • . . . • 7a J WE 1 . Y, i • • ► • - • ice. ■ • 1 n F ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■�-.a■�■r����r!�■�■rte■�Diid■■■■■■■■■■■■■■■■■n■■■■ ■■■■■■■■■■■■■.wry■�■rs■arc■�■■■oi■L�■■■■■■■■■■■■■ii■i■■�i■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Florldif building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: t--30QAL LLC. Product Approval Number: V7- -©?2.2 -O2.. Minimum Design Wind Pressures,if Applicable(From RAS 127 or Calculations): P1: -314 4 P2: -(a8•I P3: -1&0.7 Maximum Design Pressure Product Approval Specific System: 243,-a. Method of Tile Attachment: -12)A-1 A 14-A4!V 4tVO Steep Sloped System Description Deck Type: c5d� Roof Slope: Type Underiayment• � : 12 Insulation: Fire Barrier: Fastener Type&Spacing: Ridge Ventilation? (t jq QS uiti (Uo, P, ~ Adhesive Type: isoj P AIA-INL� Type Cap Sheet: 3:>6 I—L)(OS. .. ... .. Roof Covering: Mean Roof Height: '. i •': : : '• G' 'type&Size Drips Edge: „ .•. ... ••. .'s3"X3 .. • • . . . . .. . . . . .. . . or 0:0 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt.ff the M,values are greater than or equal to the M, values,for each area of the roof,then the tide attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pi: --32.rx XaV-3=/2•Z -K:,e-Q3-=Mj -Y-fM Product Approval M, (Pz:_622&A4--21-w -Mg: =M6121 Product Approval iit •3 (123;../0041 x x -M1e. uct Approval Mt Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,j From Table Below -ei(-- Product Approval Mg-g'-7-5- Mf t z9.3. M Remulred Moment Resistance• Mean Roof Height--► Roof Slope i5' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 r34.4D 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 26.0 29.4 30.5 32.4 7:12 1 24.4 1 25.9 1 27.1 28.2 30.0 'Must be used In conjunction With a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Upifft based file systems use Method 3.Compare the values for F with the values for F,.ff the F'values are greater than or equal to the F,values,for each area of the roof,then the file attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pt: x 1: o x w:a_)-W: x cos 0:_=_p F,, Product Approval F (Pp: x 1: _ x W:a_ )-W: x cos A - =F, Product Approval F (P3: x 1: = x W:__I-W; x Cos 0: - =F,3 Product Approval F Where to Obtain Information Description Symbol Where to find Nresure Pt or P2 or P3 RAS 127 Table 1 or by an engkmrbV analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Sloe Roof Soo fit Job She Amodynamic A i(erMiZ2MA" •Pr L*Approwal• Raft" due to GMVhy • AttachmentResistance A A MOMM Re neCalculated Minimum Attachment Ree�noe' Product Appmal Required U ReeistanCaped ••• • Ave a Tfte • • Tile Mmensions „-den • � rc;ucbA�r"• ••• • Ah calculaftm must be su1xndt0ed to the sui4ft orciei at the tkne of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• C w SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 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 ant the contractor.The owner's initial in the designated space indicates that the item has been explained. �y71`Gr � 1. EV Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2. 4 Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 3. IrJ Common roofs:Common roofs are those which have no visible delineation between neighboring units(i.e.,townhouses,condominiums,etc.)In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. fV Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore,roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 5. �`I Ponding water.The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof.Pounding can be an indication of structural distress and may require the review of a professional structural engineer.Pounding may shorten the life expectancy and performance of the new roofing system.Pounding conditions may not be evident until the original roofing system is removed.Pounding conditions should be corrected. 6. F 4 Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided.It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. 7. Ventilation:Uosf roof structures skoald have some ability to vent natural airflow through the nreduced. ructure al semblyrithedwillij'140 De existing amount of attic ntilation shall not be be benel dlal tg ansiggr t%Acpal vBgting which can It' the service life of the Jin ��, �►� ... ... � � e� re•••ate • ;•; ;•• • CQgtrtgr S' Dat Revised on 7/9/2009 LD ... . . . . ... . . ... .. . . .. . . . . . ... . ... 000 0 . .. 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: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owners Name: f E7L 6;,— A- V1 lIR-r- Property Address: EA677 Gmtu b (P)n Cep Ljl2SJA . Roofing Permit Number: Dear Building Official: I ImoEExi Pc \A RP r• certify that I am not required to retrofit the roof to wall connections of my building because: dd The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The b jil ' cted in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 199 dition of the South Flo a Building Code(1994 SFBC) Signatur Print Name State of Florida County of Dade •• ••• . • • . . •• The undersigned, being the first duly swum,di�poses fril s ►g to he/ is the owner for the above property mentioned. Sworn to and subscribed before me this •. • day of : , i : • • : : : AM WC01�i,SSrONtFFOOKI Notary Public,Sate of Florida at Largf: 0R 0 % � Mmro&*Noty • When the just valuation of the structure for purpose of ad lation 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 applicfon fV m a%ndngon4tor flr the Rid to Wan connection Hurricane Wgation. • • •••••• • 000.: • •• •• • ••• • • • ••• • • Revised on 5/2112009 MIAMI- COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/vera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 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!q*0040 sl a tte prdvil to the user by the manufacturer or its distributors and shall be available for inspection at th0�ol�0S teij tl*.ie0**tQlothe Building Official. This renews and revises NOA#07-0220.04 and consists of pages 1 through 7. The submitted documentation wast%vWed b�•. IVrigell* .'. . . • • • . •. . • • • • . • • 14MWMM=NTD •.• •• •'• •'• • •• NOA No.: 12-0222.02 Expiration Date: 04/26/17 ••• • • ••• . • Approval Date: 04/19/12 • Page 1 of 7 • • •• • • • • • • • • • •• •• • • • •• .• • ••• •• • • 0 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Ty pe• Wood 1. SCOPE This NOA approves a system using Barcelona 900 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 Barcelona 900 1= 17" TAS 112 High profile, interlocking,one-piece,'S' w= 13" shaped,high-pressure extruded concrete roof %Z"thick the equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened,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 valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On) Redland Technologies one 90: :P.0402 Withdrawal Resistance Sept. 1993 • Testing of screw vs. smooth • : : : :': shank nails .. ... .. . . . .. Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 ... .1994. TAS 108 (Nail-On) .. . . . . . . . . . .. . . . . .. . . • NOA No.: 12-0222.02 Mtatal•aAwE couNrtr Expiration Date: 04/26/17 ... . . . . Or Approval Date: 04/19/12 . . . Page 2 of 7 . . . . . . . .. .. . . . .. .. .. ... . . .. . . Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3" Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4" Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 .. ... . . . . . .. ' • • NOA No.: 12-0222.02 MuuHwco�couHrtr Expiration Date: 04/26/17 ® Approval Date: 04/19/12 • • : ' Page 3 of 7 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. 4. INSTALLATION 4.1 Barcelona 900 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-I (ft) Width-w (ft) Barcelona 900 1 11.5 1 1.417 1.08 Table 2: Aerodynamic Multipliers _,% (ft) Tile X (ft) X (ft) Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 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 Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 _IrW 7.10 7.93 1 6.96 7.78 6.79 7.61 6.61 7.40 .. ... . . . . . .. HDAD . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . .. . . . . .. . . NOA No.: 12-0222.02 Mu�Mle cou►Jry Expiration Date: 04/26/17 ••• • . . ... . Approval Date: 04/19/12 • • • . .• • • Page 4 of 7 . . . . . . . . . V o: *.0 . .. .. ... ... . . 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) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 A8 Screw 20.7 20.7 18.1 2 A8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Pol oam Product, Inc.Average weight per a 8 rams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Polyfoam Pol ProTm 66.5 Polyfoarn Pol ProTA° 38.7 3 Large paddy placement of 63 rams of Pol ProTM. 4 Medium paddy placement of 24 rams of Pol ProTM'. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile ••; ; ;APPlIV*iQtrr Resistance Barcelona 900 ': : : NIQrtQt'$et 24.5 5. Tile-Tite Roof Tile Mortar . ... . ••• ••• . .. . . . . . . . . WEEW&k . .. . . . . .. . . ' ' • • NOA No.: 12-0222.02 M SD ;X01 Expiration Date: 04/26/17 •.• • • • •.• Approval Date: 04/19/12 • • • Page 5 of 7 . . . . . . . . . . . .. .. . . . .. .. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. .. . . . ... . . . .. ... .. ... .. . . . ... . ... ... . .... ... .. . .. . . . . . . . .. 000 . . .. . . Mu►rta •' • • • NOA No.: 12-0222.02 me Cout�-nr Expiration Date: 04/26/17 ... . . . ... . Approval Date: 04/19/12 0 : : :.: : : Page 6 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . 0 - o PROFILE DRAWING NAIL HOLES OVERLOCK „ s f ,.' 35/8 " 17 �Y 13" UN©ERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. . ... . ... ... . .. . . . . . . . . ® •• • • • • • NOA No.: 12-0222.02 MI•DwEtvnr couExpiration Date: 04/26/17 •.• • • • . ••• • • Approval Date: 04/19/12 i i i i•i i i i Page 7 of 7 ••• • • • ••• • • MIAMI-DADE COUNTY Im"M 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.miamidade.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 job4tatbe wgiuestofeheAuilding Official. This NOA revises NOA 13-0502.02 and ion sis s®�falge S 1 ouAk 11. The submitted documentation was reviewed by Alex Tigera. . •t• . •.• •. • • . . • • MIAMFDACIE CO •• • •• • 00.0-K-1 e•0 NOA No.: 14-0805.01 UNTY • ,...- ,® Expiration Date: 05/10/17 Approval Date:09/04/14 �i� i i i : i i Page 1 of 11 • •• •• 000 s •• 0• ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing 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: Prove Test Results Density ASTM D 1622 1.6lbs./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 .0 06: : : . . +.6.0%Volume Change @158T., 100%Humidity,2 •. .. . . . . .•• • • •.• • eeks . .w Closed Cell Content 000 AAT%V'2 'SEt ; .S6% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and.ase subs ect.So normal manufacturing variation. . . . . 00 . . . . .. 000 . . .. . . NOA No.: 14-0805.01 M1AM125DecOUWTYM Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTI) 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. 3M""2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 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 61G20-3 of the Florida AdmisisWive Code. •• . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . 0 . .. . . .0 0 0 NOA No.: 14-0805.01 14 MIAMMAD,COUNTY •• • • '. .'. .'. Expiration Date: 05/10/17 Approval Date:09/04/14 •;• ; ; ; •;• Page 3 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 Tlacement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . • •• • •• • • NOA No.: 14-0805.01 MONIMADECOUNTYIE •• • Expiration Date: 05/10/17 Approval Date:09/04/14 '�• '�• Page 4of11 • • • • • • • • • • ••• • • • ••• • • 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. MIAMI•DADE COUNTY �Wljam� 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 DAD;C •• • • • • • Expiration Date: 05/10/17 Approval Date:09/04/14 •�• � � � � •�• � Page 5of11 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • ADHESIVE PLACEMENT DETAIL# 1 hphumccammt Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10„(254 mm)x 1„(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock Do�►��, ;� �. j of the tile being set. Eaftftum 2. Continue in same manner.Insure approximately 17 (109.7 cm2)-23 (148.4 cm2)square inch adhesive D contact with the underside of the tile. '~- {•- • > Medium Profile/ Double Pan Tile III __ I 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. Mimi 2. Continue in same manner.Insure approximately 17 ,F = ; �� I (109.7 cm2)-23 (148.4 cm2) square inch adhesive =°*: 1, contact with the underside of the tile. two desm cavy" High Profile/Single Pan Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Zia ted• overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 �f' fr' (109.7 cm2)-23 148.4 cm2 square inch adhesive ;.��,� �,, ..� .,r';, �.,��> .,,;;`` • • ,. contact with the underside of the tile. �_— W 1$h��,. �. cam,. ',, ckmet••e •• • • • • • • • • MU4MF�d1DE COUNTY •• :• ••• •+• :• ••• NOA No.: 14-0805.01 ILIIJAPPROVEDI Expiration Date: 05/10/17 Approval Date:09/04/14 •�• •�� Page 6 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL#2 eml*V iam,wb r&, Flat/Low Profle Tile 1. Starting at the eave course,apply a minimum 2"(50.8 " mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of V lit. a in. `�� r q the tile being set.Insure approximately 17(109.7 cm2) 23 148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the x underlayment positioned as shown under the strengthening rib closest to the overlock of the tile - 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. Na*WAgha0aseiCvmemt Medium Profile/Double Pan Tile '- ___paddyA eaahft�@a' 1. Starting at the eave course,apply a minimum 2"(50.8 F _ M mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the Y an portion of the tile closest to the overlock of the � P the beingset. Insure approximately 17 109.7 cm)- 'h'` a 61. 23 (148.4 cm)square inch adhesive contact with the underside of the tile. a 2. At the second course apply a minimum 2" 50.8mm ieh�. aq,. .,�' ,�- x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the .wo underlayment positioned as shown under the pan �- portion of the tile closest to the overlock of the tile }' ____j 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. (149tructions continued on next page) . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . . . . . . . . . . . •• • • •• • NOA No.: 14-0805.01 Mu�rtxDAoe counrrZ Expiration Date: 05!10/17 Approval Date:09/04/14 • . . Page 7 of 11 . . . . . . . . . . . V o: ... . .. .. ... ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) ia. sn�•y High Profile/Single Pan Tile ® ,,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 under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. k `� Ile 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 1o10. —2 M. ��' ' portion of the tile closest to the overlock of the tile "Oppoo� . being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm')- 19 (122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... .. . . . .. .. . . . . . . . . • •• •• NOA No.: 14-0805.01 M •owoe eovrrrir •• Expiration Date: 05/10/17 ••• • ••• • Approval Date:09/04/14 • • • • • Page 8 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 p6cc+ames� 1. On the eave course only,apply a minimum 2" (50.8 MUMS mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown,under the strengthening rib for flat file or under the pan =twdt& ITT portion of the tile for low or high profile tile closest a><arn to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm)up from the eave y >Ea edge free of foam to prevent the expanded adhesive an from blocking the weep holes. Insure • ti, approximately 17-23 int(109.7-148.4 cm)of So _ adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm) foam paddy onto the underlayment just below RaMawProfeUs the second course line positioned foam paddy under the strengthening rib for flat tile,or under the pan portion of the tile,closest to the underlock for Pa tthe second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Baum ftd +'lumd 'gel contact with the underside of the tile. M anup (Instructions continued on next page) .ae'e:4b9. :a Err. 106r1. 2619. Lyn(]*ore Come ,� Fh�flle7'iFo •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • •• •6„6;® • • • • •• • • • • • • • • •• NOA No.: 14-0805.01 •• •• • � Expiration Date: 05/10/17 Approval Date:09/04/14 • 0:0 Page 9 of 11 • • . ••• • .•• 0 0 0 ••• 0 0 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) ptW* 591 ey tunderh'e t+ 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/a" Kira a � (19 mm)paddy on top of the eave course tile • surface as shown on to 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. on Install second course of tile. Insure approximately ta4in. 9(58.1 cm2)- 11 (71cm2)square inch adhesive ShRo ;Y4 contact with the underside of the tile at the overlap naftan and 7(45.2 cm-)-9(58.1 cm)square inch inpd adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. WeWhak 10Towdowoe EMpedp Hip Tile .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . . . . . . . . . .. . . . . .. . . NOA No.: 14-0805.01 Mt�FDADBCOUNTY " ' ' ' ' ' Expiration Date: 05/10/17 Approval Date:09/04/14 . . . . . . Page 10 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" in Place enough adhesive to achieve 65 to 70 sq.in. Steep pitchrequ applications (50.8 mm x 10" 254 mm x 1" 25.4 mm foam to conte(with the Nan tae. (when required) \ ) ( ) \ ) 2)Turn covers upside dawn.alae adhesive In paddy onto the underlayment positioned as to In.fropnoutside edge ofCover tile. shown under two adjacent pan tiles. Support eave Than huxall the tae.Ensure 20 to 2Ssq.In.contactarea. ° tiles from rocking until adhesive has a chance to Underlayment " cure. ° 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm)—70(451.6 cm) square inch adhesive contact with the underside of the pan tile. Sheathing Eave closure (motors ,) 3. Turn covers upside down exposing the underside wreephole 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 pardon of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Ensure esus end of pan and cover dies 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 t allow for expansion. o a o o e pans on. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm'-)-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 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••. . ••• ••. . 00 NOA No.: 14-0805.01 MUUMMDADE COUNTY " ' Expiration Date: 05/10/17 EW Approval Date:09/04/14 Page 11 of 11 . . . • • • . . . . • •. •• • . • .. .. ..• . . . ... . • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jobeAteattlie=eq&0t@,of,hrBuilding Official. •• • • • • • This revises NOA#12-0713.02 and consign"Oag41 t .o •••9 • The submitted documentation was reviewed by Alex Tigera. . ... . .•. .•• . NOA No.: 14-0717.08 MIAMI•DADE COUNTY ••• • • • • ••• • • Expiration Date: 09/13/16 •; ; + • ; Approval Date: 01/22/15 •i• i• •i ••• •i• i• •i Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3_3/8,, membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/$" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 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/$" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane. Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'33/$" 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/$" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: •• •'W t0 j aj.d:A f T.T*A rubberized asphalt self-adhering,glass- 6P x 3'33/$; •: ••:I7.1$7Q.: •, fiber/polyester reinforced wate waterproofing Manufacturing Location o � � � � � � � � � g #2 60 mils thioia ••• 4 . . . .• membrane. Designed as a metal roofing and roof tile underlayment. . ••• • .•. 0:0 • • • . . • • • NOA No.: 14-0717.08 MIAMFDADECOUNTY O V Expiration Date: 09/13/16 : : * : V: Approval Date: 01/22/15 •:• :0 1 000 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x3' 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&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 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 &G 155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 15!j2AAa*: : -TAS"103/ASTM D4798&G 155 02/18/10 •. DW?DV j :•;TAQ,103/ASTM D4798&G155 02/18/10 0:9 000 .. . . .• . . . . . . .. . . . . .. . . OUNOA No.: 14-0717.08 NOMM0MIAM4DADE CNTY ••• • • • • ••• • • 9 • ' • • Expiration Date: 09/13/16 : ; : :•: : : Approval Date: 01/22/15 • •• •• • • •• •• Page 3of 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 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) 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 MIAMFDADE COUNTY ••• • • • • ••• • • Expiration Date: 09/13/16 •; ; ; Approval Date: 01/22/15 •:. :' ': '.' .;. ;' '; Page 4 of 9 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-%z"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL 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 ••;1$0; 1$0 180 180 90 180 FL. .. . .. Hazelton PA. I N/A 90 'N/A' "18(7 N/A N/A N/A N/A 7. All products listed herein shall have aquali assurance audit iii accordance with the Florida Building Code and Rule 9N-3 of the Florida Admint%gatile Coe .* • . .. . . . . .. . . MIAMbQADE NOA No.: 14-0717.08 COUNTY •.• • • • • ••• • • V�Y ,•••, , • • • Expiration Date: 09/13/16 • • ••• • Approval Date: 01/22/15 . . . . . . . . . . ". 0.0 •• •• Page 5 of 9 ... . ... . . 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 N/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. .. ... . . . . . .. . • . . . • • . . .. . . . . ••• . .. ... .. . . . .. . ... . ••• ••• . . . . . . • .. . . . . . . . . . .. . . . . .. . . 00 NOA No.: 14-0717.08 &W0WM C ••• • • • • ••• • • . . . • • • • Expiration Date: 09/13/16 i • i V: i i • i Approval Date: 01/22/15 •:• :• •: •.• •:. :' ': Page 6 of 9 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Rooting Tiles 'r,yt - - - -- 16 Max Per Stack) Q 11 O 6 t0 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. MIAMaDADE COUNTY agal MEW 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 MIAMFDADE COUNTY ..• . . • . •.• • . Expiration Date: 09/13/16 Approval Date: 01/22/15 •i• i• •i ••• •w• i• •i 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 7712"or greater. It is suggested that on pitch/slopes in excess of 6 ''/a"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, 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 Mu►Maoe►.0 unmr co . Expiration Date: 09/13/16 F 19211rig Approval Date: 01/22/15 •i• i� �i �.� •i• i� �i Page 8 of 9 a 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(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ••• • . . • . •• • . •• • • . • . .. . . . . ... . • . • . . • .. ... .. . . . .. 000 9 000 0:6 040 . . . . • • . .. . . . . . . . . . •• . • . • •• . • • Y • NOA No.: 14-0717.08 MAMIDADEO ••• • • ••• • 'iiii Expiration Date: 09/13/16 • 0 iso 00 Approval Date: 01/22/15 •i• i• •i ••• •i• Page 9 of 9 I