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RF-13-2796 �J �o Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243373 Permit Number: RF-12-13-2796 Scheduled Inspection Date: September 21, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: HOLT,JAMES Work Classification: Tile/Flat Job Address:361 NE 97 Street Miami Shores, FL 33138-0000 Phone Number Parcel Number 1132060135760 Project: <NONE> Contractor: BILANTAR INC Phone: (305)335-7812 Building Department Comments NEW ROOF ON ADDITION, BARREL CLAY TILE AND Infractio Passed Comments BUR FLAT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-232655. CREATED AS REINSPECTION FOR INSP-225589. CREATED AS REINSPECTION FOR INSP-224984. CREATED AS REINSPECTION FOR INSP-224942. CREATED AS REINSPECTION FOR INSP-211573. CREATED AS Failed REINSPECTION FOR INSP-204514. Pending revision No permit on site Need to finish roof tile for final Not ready Correction ❑ Needed CANCELLED BY PEDRO Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 18,2015 For Inspections please call: (305)762-4949 Page 27 of 34 P Miami Shores Villag --- - S Building Department artment 3 A AR 17 'u 1 I✓ \ , 10050 N.E.2nd Avenue,Miami Shores,Florida 3313 l.� Tel:(305)795.2204 Fax:(305)756.8972 B INSPECTION'S PHONE NUMBER:(305)762.49 ?- [eFBC 20 BUILDING � Permit No. Re" 3" PERMIT APPLIC _ ter Permit No-91 1 Permit Typ� JOB ADDRESS: 361 NE 97th Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):Jim Holt Phone#:828-781-0563 Address:361 NE 97th Street City. Miami Shores state: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: i�. - aJ% Phone#:L-))O5) Address• �p,,� ANn w 14) 4 City: k 1 `k 6�1' State•— Zip: �� p Qualifier Name: \ ;�''!5� Phone#: State Certification or RegisKation#: C cc—13 2 Certificate of Competency#: Contact Phone#: C � - �ti L Email Address: CJC620-' YA±T' co DESIGNER:Architect/Enginee . Phone#: \ '35 S D L Value of Work forAis.Permit;.$ �. Square/Linear Footage of Work: Type of Work: ✓Addition 13Alteration •, ONew ORepair/Replace ODemolition Deseription of Work•` a �an �Ib Om. A di t pp,� �� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 7 •C - B 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 commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constriction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS, 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►slue exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien lai►•brochure it-ill be deli►Bred to the person whose properh is subject to attachment. Also, a certified ropy of the recorded notice of commencement must be posted at the job site for the first inspection which o curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection►rill not be appro►a and a ret spection fee will be charged. Signature Sig nature 1 or gent Contractor The forego g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this f day of G�lCr( ,20--,by� C' 1��ei 6th day of /' P'L ,201 L',by jg a Lw, !Z A n1 ' rl, who is personally known to me or who has produced who is personally known to me or who has produceaL a/- As identil ic �ptitd w ► an o � identification and who did take an oath. N ROGGIERO NOTARY PUBLIC: "€ MY COMMISSION#FF001475 NOTARY PUBLIC: [RES March 25,2017 (4 Flo dallotaryService.corn Si �7 a Sign: Mowry 1-UMIC Prinr. Pri Joanna M Feliciano My Commission Expires: My Co x 01112/2018 APPROVED BY t Plans Examiner Zoning Structural Review Clerk d . &MM � ` Tile Roof System -0� 0��2C> OLS® 'Z Section D Sloped Syster n 0 Tile Roof System �1 lb ` 2 r F�/�� Roof System Manufacturer: Ceramica verea rr� ` O Notice of Acceptance Number(NOA): 13-0266.01 %V Minimum Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: 's Maximum Design Wind Pressures,(From the NOA Specific system): 470.8 psf Fill in the specific roof assembly components.!f a component is not required, insert not applicable(n/a)in the text box. --5/8" PI ood-- m Deck Type: yw Optional Insulation: --n/a- �_ r Optional Nailable Substrate: y -n/a- Optional Nailable Substrate Attachment: Roof Slope: 3 "/12" --n/a- Roof Mean Height: 15 ft. Basesheet Type: Method of Tile Attachment: 30#ASTM D226 Type I I --Adhesive, Medium Paddy Polyfoam Polypro-- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4"coil nails& 1-5/8"Tin Caps --n/a- Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: -- 9 2"face 26 a.-- 90#ASTM Tile Underlayment ... Tile Underlayment Attachment Method: Drip Edge Material Type: --Copper-- Hot Asphalt Drip Edge Fastener Type: 1-1/4"coil nails Tile Profile: Clay Barrel Roof Tile Hook Strip/Cleat gauge or weight: —n/at IMLP"7 - Section E 2 Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form 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. 4111" 1-, P 1: -39.1 x 2, 0.26 = -10.171 -Mg: 4.11 =Mr1: -6.06 < 118.31 NOA Mf P 2: -68.1 x 0.26 = -17.71; -Mg: 4.11 =Mr2: -13.60 < 118.31 NOA Mf P 3: -100.7 x x0.26 = -26.18 -Mg: 4.11 =Mr3: -22.07 < -118.31 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: x I: = x w: _ -W: = x cos 0: =Fr1: <_ NOA F' P2: x I: = x w: _ -W: = x cos 0: =Fr2: 5 NOA F' P3: x I: = x w: _ -W: = x cos 0: =Fr3: <_ NOA F' Where to Obtain Information to complete the calculations Where to Find Description § Symbol Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional Design Pressure P1 or P2 or P3 engineer based on ASCE 7. 4,Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance m Mf Product Approval(NOA) N Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NOA) Regwred Uplift Resistance s Fr Calculated Average Tile Weight W Product Approval(NOA) I=length Tile Dimensions w=width Product Approval(NOA) MIAM 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/vera Ceramica Verea Ctra.N-634 San Sebastian,Santiago, Km 683 Lanza SIN 15685 Mesia(Coruna)Spain 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: Clay Barrel 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 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 renews NOA# 11-0329.02 and consists of pages I through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0226.01 M1AM4DADE courmr eA 0iExpiration Date:03/13/18 Approval Date:03/21/13 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay L SCOPE This approves a roofing system using Clay Barrel Roof Tile manufactured by Ceramica Verea in San Sebastian, Spain and is distributed by Ceramica Verea, USA, as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Clay Barrel Tile L= 19.8" ASTM C1167 High profile two-piece clay roof tile. For direct W=8.4" deck, adhesive set applications. Thickness:0.45" Trim Pieces Length:varies ASTM C 1 167 Accessory trim,clay roof pieces for use at hips, Width:varies rakes, ridges and valley terminations varying thickness manufactured for each the profile. 2.1 MANUFACTURING LOCATION 2.1.1. San Sebastian, Spain 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date American Test Lab of south RT0517.01-11 TAS 101 06/13/11 Florida IBA Consultants,Inc. 4709-2 ASTM C 1167 11/12/07 IBA Consultants,Inc. 4709-4 TAS 101 12/21/07 NOA No.: 13-0226.01 MIAMI•DADoECOUNTY Expiration Date: 03/13/18 Approval Date:03/21/13 Page 2 of 6 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 in accordance with TAS 106 may required,refer to applicable building code. 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 and Neighborhood Compliance Department—Product Control Section for review. 3.4 Minimum underlayment 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 applicable building code. 4. INSTALLATION 4.1 Clay Barrel Tile and its components shall be installed in strict compliance with Roofing Application Standard 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) Clay Barrel Tile 5.2 1.65 0.71 Table 2: Aerodynamic Multipliers -A (ft) Tile A (ft ) A (ft) Profile Batten Application Dir t Deck Applicatio -Clay Barrel Tile N/A 0.26 Table 3• ing Moments due to Gravity-M9 (ft-Ibf) Tile 2"•12" 3"•12" 411•12" 5"•12" 6":12" 7":12" Profile or Greater Clay Barrel Direct Deck Di ect Deck Direct Deck Direct Deck Direct Deck Direct Deck Tile 4.19 .11 4.01 3.87 3.69 3.47 Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Clay Barrel Tile 31VI2-Component Foam Roof Tile Adhesive AH-160 118.31 1 Medium paddy placement weight 34.6 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160 for the pan tiles. 17.3g on each side of the cap tiles. NOA No.: 13-0226.01 MIAMI•DADE COUNTY Expiration Date:03/13/18 Approval Date:03/21/13 Page 3 of 6 Table 7: Attachment Resistance Expressed as a Moment-Mt(ft-lbf) for Mortar Set Systems Tile Tile Application Minimum Attachment Profile Resistance Clay Barrel Tile Quikrete Roof Tile Mortar, FL-15 45.38 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". CERAMICA VEREA SA ESPANA LABEL FOR CLAY BARREL ROOF TILE (LOCATED ON THE SIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 13-0226.01 twuuH�•�eeou�rr Expiration Date:03/13/18 Approval Date:03/21/13 Page 4 of 6 PROFILE DRAWING 19.8" 8.4" CLAY BARREL TILE END OF THIS ACCEPTANCE NOA No.: 13-OZ26.01 ...• MIAMN•DADE C0UjN Expiration Date: 03/13/11 • Approval Date: 03/21/13 Page 5 of 6 GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Section. G.1 -.SOLAR REFI.»&�ANCE A'ND TH#.MAL EmmITAN' 0E Component Name Initial Aged Initial Aged Solar Reflectance Reflectance Reflectance Emmitance Emmitance Index(SRI) 1. Clay Barrel Roof 0.39 Pending 0.83 Pending 41 Tile NOA No.: 13-0226.01 h��ti•oaa®COUNTY Expiration Date:03/13/18 IVulll� Approval Date:03/21/13 Page 6 of 6 Miami Shores Village 71ZFC_E1VEDBuilding Department C � " 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 BY INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 BUILDING Permit No. -V—r— '-3 PERMIT APPLICATION Master Permit No. fee-.'�-i 3 397 Permit Type: BUILDING ROOFING JOB ADDRESS: 3 6/ & 97 6r e67r City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 113�6 D1.3.5��® �l9°1.Z,t�o 1?ke-/'�2, Aw gme /®. & 10 Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): `��-NE� E ®� Phone#: Address: 361&j�E qyM 6777 City: ff//4M% s",e,6_s State: ,i'AA Zip: 33/--3 0 Tenant,Ussee Name: Phone#: Email: 7 � _ CONTRACTOR:Company Name: . Phone#: �� Z N Address: a 2-0�Jt�, v i ('L 0 City: .�f�,:�� y 'J State: _ ip: Qualifier Name: P-.0.l t�rz Phone#: State Certificatio or R gistration#: CCC ��-�� Ce_rt�ificate of Comp etency#: Contact Phone#. ; w-) b k)— Email Address: i` 0 DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ C7 Square/Linear Footage of Work: Z SOS Type of Work: [Addition 261teration ❑New ❑Repair/Replace ❑Demolition Description of Work: G W mi A bD i-T I a u ' "U j C L 'i-I c Color thYu tiler -VtAJZA t6tA- ' S i✓X Ste+�� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ Iq ®✓t0jt� V � cxJ oq4 (4� S�°AL Vi?s eKAkVV` 6"" TOTAL FEE NOW DUE$ q444 duL�, - a' 441, *WL lahyO Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whichcurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv d nd a r 'nspection fee will be charged. Signature Signature O er orgent Contractor The foregoing instrument was acknowledged before me this I The foregoing instrument was acknowledged before me this day of _' < I!z r;20 ,by - day of FDl-C_ ,20��,by��7 to who is personally known to me or who has produced who is personally known to me or who has p>y��cled �� cati o th. as identification id taQ'4.oath. ' MY COMMISSION#FF001475 4 `'�c`� ''•. NOTARY PUBLI .g'. or NOTARY PUBLIC: ' ''c„rvoPr`" EXPIRES March 25,2017 �,�' > O': (407)398-WW FloddallotaryService.com Sign: Sign: a ;� � c tti Print. / Print: /�'�4 :;,;�S' My Commission Expires: My Commission Expires: ��nlilllt��°``°°°°�A *x�� *��:��:*��x:xx��x��:x��xxx��x��=�� APPROVED BY 1* u*) � Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) a �St�OR �S logo ��.�M Miami Shores Village Building Department �C0RiDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: i A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE* D. COPY OF WORKERS COMPENSATION INSURANCE* *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: BUSINESS ADDRESS: ''''�� g� LD2- CITY STATE r L ZIP CODE BUSINESS PHONE: ( ) FAX NUMBER(�� )oy1(6 `SAbLi CELL PHONE ( )�� S�- QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: Created on 3119109 BY MLDV 1 RV 3126109 MLDV I RV 6127111 AS iArc yr ri-vruvR DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET , TALLAHASSEE FL 32399-0783 TOTH,ROBERTO CARLOS BILANTAR, INC. 17814 NW 74 COURT HIALEAH FL 33015 ._:... Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and 'STATEOF FL. IDA Professional Regulation. Our professionals and businesses tangs DEPARTI ET OF BUSIN-SS AND f architects to yacht breakers,from boxers to barbeque restaurants, ISROE � T6ON and they keep Florida's economy strong. CCC1327714_ Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto ; CERTIFIED v r myfloddati woo com. There you can find more information CERTIFIED IED about Qa�r divisions and the regulations that Impact you,rubscntae �: �, to department newsletters and team more about the Department's $ILAN7AR,I initiatives. *, Our mission at the Department is:License Efficiently,Regulate Fairly. ` ' ' We cbr<stadtriue to serve you better so that you can serve your I ce ,rrae t .provisions Esc ►ass, s customers. nk you for doing business in Florida, e AL03411.34822.00W4 and congratulations on your new Boma! The Department of State is leading the commemoration of Florida's 500th anniversary in 2013. For more information,please go to www.VivaFlotida.org. ". ..._ DETACH HERE STAIIElpf FLORIDA DEPARTMENT OF ISUS1N' 3 RROFtS I I AL REGULAMON C0NSTRUCTl01j2!PV$TRY LICA.,.. CCC1327,7,14 �e The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of ChWer 4W F-S. f, Expiration date: AUG 31,2014 Tom,ROBERTO CARD BiLANTAR,INC.. r 2#22 ? �1 AVE�,� IANt1 GARDENS F1-331 -` 1I1� � d �..4. � _ .... RICK SCOTT ISSUED: 08=013 SI=C# L1308220002904 KEN LAWSON GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY ` a1 aF x W mon- r�. � __ � is YM 'vs�'' .`ys v"xs a '` yw'-�,.y� ;z ar•e va'tiS°kms.g .� � +�i�� -�_ s 3aY�',r sD`�33 �� _ � �•�� {��,�, � �s+Tlt�a.� lg' �w,cs �sa � $ au -, - - - ti v •' n & " y 5 .fir, : a £ a �, > 'a "':e VA F Ru aF �t t a RI NEW _ i NNE iE '�'``r`�'��- w �" 'T'v,'' £ �` ^� �� I�;t?��S��fi y •'l'.,�a�� .•:H x. "��y=_�-2,,p w y,"` �„szx�.;,:'';,,,,�,.�.�:�':Nis`.s"" ..-r,..�s..,,.....,,.��"a'»�•"�..�swr..s�::..:�. �,,,1aa,�. .��t-., �.:��-<,:��f- T,;.�.< r.+t;�k;s..:^ .' lC Jf.ly DATE(P MIDDIYYYY) CERTIFICATE OF LIABILITY'INSURANCE 12/1Oil 3 THIS CERTIFICATE IS iSSUAS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS ED 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: It the certificate holder is an ADDITIONAL INSURED,the pol)cy(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- Qbitianl mesa NAME: First Insurance Group PHONE Ext): (305)—l-7873Fac,.No):_ (305)554-7090 10957 SW 40 St II ADDRESS:E-MAIL miriamrr esa baol conn Miami.FL 33165 NsuREr:(s)n=ro DINc covtRArE NAIL u Phone (305)221-7878 Fax (305)554-7090 INSURER A: REPUBLIC-VANGUARD INSURANCE COMPANY INSURED ... _...... ..... .......... INSURE B BILANTAR INC INSURER C: 20200 NW 2 Ave Suite 402 i INSURER D; Miami,FL 33169- 305 1 fNsuaEa E __........ ...... ....._ ..............._. I 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 iINDICATED. 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 HERFIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR: ADDLSUBRI POLICY EFF I POLICY EXP LTR TYPE OF INSURANCE �INSR,4WA{- POLICY NUMBER :(MMIDDIYYY),).[,)MIAID')IYYYY): LIMITS GENERAL LIABILITY i EACH Ch;CURR:h:CL S 1,000,000.00 1 DANIAGE TO REN1"ED / COMMERCIAL GENERAL LIABILITY 100,000.00Ui SFS CLAWSMADE OCCUR PGL005734-13 t LD LXr (Anyone person 50,000.00 A 11/21,,2013 11,121,2014 F'Lk.;SINE.&ADV INJURY 1,000,000-00 t GENER t AGGREGATE $ 2,000,000.00 ...... ................... _._i ....... GEN L AGGREGATE LIMIT APPLIES PER PROCC :f:::dP .'P AGI; s 2,000,000.00 POLICY I .i PRO- ' LOC S _..... .-_lECT_. _ _....__..... AUTOMOBILE LIABILITY ! i COMBINED SINGLELIh11T ANY AUTO ' BODILY INJURY(Per Person) S ALL OWNED r---r SCHEDULED ........ . c AUTOS I..i AUTOS FIGD4.:Y IP Am (Per accident) $ 1 NON-OWNED ' P;<OPERTY DAMAGE HIRED AUTOS AUTOS I ! (Per accadent) UMBRELLA UAB (OCCUR LACH DCC01Rr N,*.Ls EXCESS LIAR r ._I .... � I CLAIMSMADF I �. AGGncGA'I E: ` DFD !_..� RETENTIONS 5 WORKERS COMPENSATION WG Ai:!- 073- AND EMPLOYERS'LIABILITY YIN 1 ofR r t sl is ER ANY PROPRIETORfPARTNERIEXECUIVE Lt t-A,c H ACCIDENT S OFFICER/MEMBER EXCLUDED? N!A! (Mandatory in NH) I Fi Di:>FASF-EA E,APLOYF' b . It des,describe under ' DESCRIPTION OF OPERATIONS below ..._._,. !i',tI ASP-POI.'Y 1.URC $ ..._..._ `' 1 DESCRIPTION OF OPERATIONS LOCATIONS I VEHICLES(Attach ACORD 501,Additional Remarks Schedule.it more space is required) ��s1fIANCE DR OG � m ._.......- - CERTIFICATE HOLDER ,9j61ON �0115kELLATION MIAMI SHORES VILLAGE 30�22A, HOULD ANY OF THE ABOVE�THE EXPIRATION DATE THEREOF, O$CE WILL BE DELIVERED IED POLICIES BE N BEFORE ACCORDANCEWITH THE POLiCPf VISIO}lIS. BUILDING DEPARTMENT I 100550 NE 2 AVE • AUTHORIZED REPRESENTAIWIE MIAMI SHORES VILLAGE FL 33138 �. RALPH N RODRIGUEZ cc)1988-2010 ACOR�,C(7RP71 All rights reserved. ACORD 25(2010105)QF late ACORD name aIT o0o g stered marks of ACORD k j�' f PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT STATE OF FLORIDA Pursuant tc Ch ioter 440 05(14),F.S.,an officer of a corporation DEPARTMENT OF FINANCIAL SERVICES who elects exe ro,on from this chapter ty filing a certificate of election under the thS may not recover benefits or DIVISION OF WORKERS'COMPENSATION F pz ` compensation uncer fh�s chapter CONSTRUCTION INDUSTRY EXEMPTION O CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L Pursuant to Chapter 4-i 0.05(12),F.S.,Certificates of election to WORKERS'COMPENSATION LAW D be exempt..appy only within the scope of the business or trade EFFECTIVE DATE: 11/21/2013 EXPIRATION DATE: 11/21/2015 listed on the notice of election to be exempt. PERSON: BILANCIERI ISRAEL A I'I Pursuant to Chapter 440.05(13),F.S.,Notices of election to be FEIN: 461526186 E exempt and cei ci-irates o'.election 4o be exempt shall be BUSINESS NAME AND ADDRESS: R subject to revoc2tion if,at any time after ne filing of the notice BILANTAR INC E or the issuance cf the certificate,the per:on named on the notice or certificate no ionger meets the requirements of this section for issuance of a certificate.The,department shall revoke 20200 NW 2ND AVENUE SUITE 402 a certificate at any time for tsilure of the f erson named on the MIAMI GARDENS FL 33169 certificate to meet the requirements of this section. SCOPES OF BUSINESS OR TRA LICENSED GENERAL LICENSED PLUMBING LICENSED ROOF'NG CONTRACTOR CONTRACTOR CONTRACTOR DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 BILACON-01 SAEZM CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 122/6/216/2013 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 CONTACT NAME: insurance Office of America-LNG PHONE 407 788-3000 FAX 1855 West State Road 434 A/c No Ell:( ) ac No: (407)788-7933 Longwood,FL 32750 E-MAADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Vinings Insurance Company 16632 INSURED INSURER B: Bilantar Constructions USA LLC INSURER C: C/O-OCMI Workers Comp Co 235 East Commercial Blvd Suite 201 INSURER D Lauderdale By The Sea,FL 33308 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INR WVD POLICY NUMBER MWDD MM/DD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE To4COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE � OCCUR MED EXP(Any one person $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY[71 E OT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALLUTOS AUTOS OWNED SCHEDULED ABODILY INJURY(Per accident) $ NON-OWNED PRO ERT DAMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LWB CLAIMS-MADE AGGREGATE $ I, DED RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/❑N WCV013646600 10/17/2013 10/17/2014 E.L.EACH ACCIDENT $ 1,000,000 /M OFFICEREMBER EXCLUDED? N/A j (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 I DESCRIPTION OF OPERATIONS t LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) 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 AUTHORIZED REPRESENTATIVE Building Department 10050 NE 2nd Ave Miami Shores Village,FL 33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD f TGFU.R1306-Roofing Systems Page l of 3 SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMEN) Unless otherwise Indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid@ Membrane. "GAF Premium Aluminum Roof Coating"may be used on any of the following Classifications with Inclines not exceeding 1/2-In. "GAF Weater Coat Emulsion"may be used on any of the following noncombustible Classifications with Inclines not exceeding Th-in. "Ruberoid@ Modified Bitumen Adhesive"or Monsey Corp."MBA Gold"or Karnak"No.81"adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt"No.711 AF"adhesive may be used in any of the following Classifications. "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. (Optional)Noncombustible deck classifications are applicable for use over combustible(15/32 In.minimum plywood)decks when 1/2-in.(minimum) gypsum board or/4-in.(minimum)Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuard'"Roofboard"are used directly over the deck with all joints staggered 6-In.(minimum)from plywood joints, A vapor barrier may be optionally Installed under all systems utilizing any"EnergyrGuard@"type Insulation."GAFGLAS@ Perlite"may be used as an option over any"EnergyGuard'""type insulation."GAFGLAS@ Stratavent Perforated Base Sheet"may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A."Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Torch Granule 1"or"Ruberoid@ Torch 180"or "ROOFMatchT"APP Modified Granular"or"Tri-Ply@ TP-4G". B."Ruberoid@ Mop Smooth"or"Ruberoid@ SBS Heat Weld Smooth"or"Ruberoid@ 601 Cap Plus"or"Ruberoid@ 30." C."Ruberoid@ Mop Granule"or"Flex PRF"or"Ruberoid@ Mop Plus Granule"or"Ruberoid@ SBS Heat Weld Granule"or Ruberoid@ SBS Heat Weld Plus"or"ROOFMatch'"SBS Modified Granular"or'Tri-Ply@ SBS Modifled Bitumen Membrane". oc�0."Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"E."Ruberoid@ 30 FR"or"Ruberoid@30 FR HT"'or"Ruberoid@EnergyCap-SBS 30 FR"F."Ruberoid@ 20"or"Ruberold@ 20 HT"or"Ruberoid@ SBS Heat Weld 25."G."Ruberoid@ SBS Heat Weld 170 FR","Ruberoid@ EnergyCap—SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld Plu H."Ruberoid@ Torch Smooth"or"Tri-Ply@ TP-4" I."Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberold@ 20 HT"or"Ruberoid@ Dual Smooth" 1."Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5" otherwiseUnless ed umen Indicated, fint ( rnec brane tefith ll300izhIncline of the resultant system would be ceasedoa4--in.Inine.But fheInclne ohe Classified is 21/2 reater tthanan.1clnethe incline of the roofing system would be maintained when surfaced with"Fireshield MB"at 21/a to 3.0-gal/100-ft2, Unless otherwise indicated"Ruberoid@ EnergyCapT"SBS 30 FR"is an acceptable alternate for"Ruberoid@ 30 FR"or"Ruberoid@ 30 FR HT'or "Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"in any applicable Classification. Class A-Ballasted 1.Deck:C-15/32 Incline: 1/4(NC-2) Insulation:—Perlite,glass fiber or wood fiber,9/4 to VA-in. Membrane:—"Ruberoid@ Torch Granule 1"(modified bitumen). Surfacing:—Gravel at 400-lbs/100-ft2,loose laid or concrete blocks,at 10-Ibs/ft2 and spaced not more than 1/8-in. 2. Deck:NC Incline,3 Insulation(Optional):—Perlite,glass fiber or wood fiber,;/4 to 1112-in. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FP AME/showpage.html?name=TGFU.R1306&ccnsh... 11/12/2013 TGFLJ.R1306-Roofing Systems Page 2 of 3 Base Sheet(Optional):—Type 15 asphalt organic felt or Type G2. Membrane:—"Ruberoid@ Torch Granule 1"(modified bitumen). Surfacing:—Grave(. 3.Dec -C-15/32 Incline: 1/4 Insula on(Optional):—Perlite,glass fiber or wood fiber,any thickness. Membra :—"Ruberoid@ Torch Granule 1"(modified bitumen). Slip Sheet: 0.004-in.thick polyethylene(not UL Classified). Surfacing:— -(n.thick concrete with one layer of No.10 Summerville Quarry tile(or equivalent)grouted in place. 4.Deck:NC Incline:2 Insulation(Optional):— lite,glass fiber or wood fiber,any thickness. Membrane:—"Ruberoid®To Granule 1"(modified bitumen). Surfacing:—3/4 to 11/:-In.dame river bottom stone at 1 spaced not more than 1/8 in, a pavers weighing not less than 10-Ib/1-ft2 and Class A-Fully Adhered 1.Deck:NC nc e: Insulation(Optional):—One or more layers per a or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanuate composite or perlite/urethan composite or wood fiber/polyisocyanuate composite or phenolic,any thickness. Base Sheet(Optional):—One or more plies Type G or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch@" mooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granu "(granule). Surfacing:—Gravel,400-lbs/100-ft2,loose laid or applied a flood coat of hot roofing asphalt. 2. Deck:NC Incline: 1/2 Base Sheet tionai):—One or more piles Type G1 or Type G2 Type G3. Membrane:— ne or more plies"Ruberoid@ Torch"(Smooth or Gran le)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or anule)or"Ruberoid@ Mop Plus Granule". Coating:—"Kama o.97"applied at 11h to 3-gal./100-ft2. 3.Deck:NC incline: 1/4 Insulation(Optional):—On or more layers perlite,wood fiber,glass fiber,any th ness. Base Sheet(Optional):—On r more plies Type G1 or Type G2 or Type G3. Membrane.—One or more plies uberold@ Torch"(Smooth or Granule)or"Ruberoid@ orch Granule Plus"or"Ruberoid@ Mop Granule" or"Ruberoid@ Mop Plus Granule". Coating:—"Karnak No.97"applied a 11/2.to 3-gal/100-ft2. 4.Deck:C-15/32 Incline: 1/2 Insulation:—One or more layers perlite,glass fl r,polyisocyanurate,urethane,perlite/polyisocyan to composite,perlite/urethane composite,phenolic,1'/2-in.minimum thickness(but pints staggered a minimum of 6-in.form plywood eck butt joints). Base Sheet:—One or more plies Type G2 or Type G . Pty Sheet(Optional):—One or more piles Type G3. Membrane:—One or more plies"Ruberoid@ Torch"(Smo or Granule)or"Ruberoid@ Torch Granule Plus" "Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule." Surfacing:—"Karnak No.97"applied at 11/2 to 3-gaV100-ft2. 5.Deck:NC Incline: 1/2 Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type Membrane:—One or more plies'Ruberoid@ Torch"(Smooth or Granule)or" beroid@ Torch Granule Plus." Surfacing(Optional):—Karnak"No.97"or"169"applied at 1 to 3 gal/100-ft- Grundy Ind. "20 F Emulsion"applied at 3-gal/100-ft2. 6.Deck:C-15/32 Incline: 1/2 Insulation:—One or more layers perlite,glass fiber,3/4-In,minimum,polyisocyanurate,ure ane,perlite/polyisocyan urate composite, perlite/urethane composite, 11A-in.minimum. —One or more es Type I or Type G2 or Type Membrane:(Optional): orrimore plies Rubero(di@ Torch"(Smooth or Granule)or 3. Membrane: Torch Gra a Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule." Surfacing:—Gravel. http://database.ul-com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.htm 1?name=TGFU.R 1306&ccnsh... 11/12/2013 TGFU.R1306-Roofing Systems Page 3 of 3 7.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polylsocyanurate,urethane,perlite/poiyisocyanurate composite,perilte/urethane composite,wood fiber/poiyisocyanurate composite. Base Sheet:—Two or more plies Type G2 or Type G3. Ply Sheet(Optional):—One or more plies Type G1. Membrane.—One or more piles"Ruberoid@ Torch"(Smooth or Granule)or"RuberoidO Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ MOP Plus Granule." Surfacing:—"Karnak No.97"applied at 11h to 3-gal/100-ft2 or gravel. B.Deck:NC Incline: 1/2 Insulation:—One or more layers perlite,glass fiber,3A-in,minimum polylsocyanurate,urethane,perlite/polylsocyanurate composite, perlite/urethane composite, 11/2 In.minimum. Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"RuberoldO Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule." Surfacing:.—Grundy"AL MB Aluminum Roof Coating"applied at 1 to 2-gal/100-ft2. 9.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—One or more layers perlite,glass fiber,Y4-In.minimum,polylsocyanurate,urethane,periite/poiyisocyanurate composite,perlite/urethane composite,phenolic, 11/2 In.minimum. Base Sheet:—One or more plies Type G2"GAFGLAS@#75 Base Sheet",or"Tri-Ply@#75 Base Sheet",hot mopped or mechanically Fastened In place. Ply Sheet:—One or more plies Type G1"GAFGLASO Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASO Ply 6"hot mopped in place. Membrane:—"Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"or"Ruberoid@ Mop FR"or"Ruberoid@ EnergyCaplm Mop FR." ac�7�"n On Op onal):—"GAF Fibered Aluminum Coating"applied at V/z-gal/100-ft2 or"GAF Weather Coat Emulsion"applied at 3- 10 0-ft Incline:1/2 Insulation(Optional):—Perlite,fiber glass,poiyisocyanurate,urethane or periite/polylsocyanurate composite. Base Sheet:—One or more layers Type G2"GAFGLASO#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"hot mopped or mechanically fastened. Ply Sheet(Optional):—One or more plies Type G1,hot mopped in place. Membrane:—"Ruberoid@ Map 170 FR"or"Ruberoid@ Dual FR"or"Ruberoid@ Mop FR"or"Ruberoid@ EnergyCapT"Mop FR." http://database.ul-com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R1306&ccnsh... 11/12/2013 Section A a MIAMI• Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Oelivering Excellence Every Clay„ ALL DAMAGED SIDEWALKS Section A (General Information) MUSS' BE REPLACED ]aster Permit No: I RC-2-13-391 Process No: Ll ®R TO FINAL :ontractor's Name: I Bilantar, Inc. INSPEN ob Address: 361 NE 97 St, Miami Shores, FI 33138 Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Sprayed Polyurethane Foam ❑ other.I F0 Driveways and/or Sidewalks, before final inspection and bond can be Roof Type ipprond for refund;all sod and yard w 0New Roof ❑ Re-Roofing ❑ Recovering ❑ Repair MINWMeeniminlPtPli i Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (U) 750 Steep Sloped area(ft.Z) 500 Total (ft.2) 1250 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. ;Perimeter Width (a'): Corner Size(a' x a'):E____:�1 .�CI�>EI ROOF NOT IN PERMIT 1 DEC IS 2013 - X I 42'-0" Y: CLAY BARREL i ♦ ♦ _� ROOFI�YYTILE i � i I —► I I � � q FLAT ROOF NOT IN PERMIT • • •• • • • • • (ROOF • •• • • • • ••• • NOT IN PERMI A •• ••• •• • • • •• _ I ► I 7 0 C FLAT ROOF • % • % • • • .. � ... . 1$'-6" : �1 1 12• . . . .. .. . . . .. .. ... . . . .% . . R Section C P91AIN1 High Velocity Hurricane Zone Roofing Permit Application Form "[N-Wvf-whr,W Fxr-vllvou f.>rvtery[S:ay" Section C page(Low Slope Roof Systems) Fill in the specific roof assembly components.If a component is not required,insert not applicable(n!a)in the text box. ROOF SYSTEM MANUFACTURER: I GAF Material Corp Top Ply: Ruberoid Mop 170 FR Product Approval (NOA): 13-0424.14 System Type: Al Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: Hot Asphalt (P1) Field: 42.78 psf Surfacing: n/a SINGLE PLY MEMBRANE: (P2) Perimeters: -71.78 psf Single Ply Manufacturer/Type: (P3)Comers: -108.03 psf n/a Maximum Design Pressure From NCA: -52.5 psf Single Ply Sheet Width: "1/2 Sheet Width: " Roof Slope: 1/4 ": 12 Roof Mean Height: 14 ft. No.of Single Ply 1/2 sheets: Parapet Walls: El No E3 Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: n/a Deck Type: --5/8"Plywood-- �✓ FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: 24 "o/C ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: n/a 1.Field: "o/c @Laps& rows "o/c Existing Roof: In-/a 2.Perimeter: ..o/c @ Laps& rows "o/c . ........... Fire Barrier: n/a 3.Comer: "o/c @ Laps& rows 6 "o/c Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: n/a 1. Field: 2. Perimeter. 3. Comer. Anchor Sheet: Insulation Fastener Type 75#GAFGLAS ASTM D4601 n/a Anchor Sheet Fastener/Bonding Material: WOOD NAILER TYPE AND SIZE: 1-1/4"Coil Nails&1-5/8"Tin Caps Insulation Base Layer Size&Thickness: 1/2"x8" Poly ISO Tapered mean 1" Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: 1-1/4"Coil Nails Hot Asphalt EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: —Copper-- Structodeck High Density Fiber Board 1/2" Edge Size: —2"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size:FIVIETAL EDGE HOOK STRIP N/A-- Hot Asphalt Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): n/a F/a Base Sheet Fastener/Bonding Material: •00 • • . • • : : •('oping Material:FPARAPET COPING METAL N/A— n/a • ' " ' Gaping Size: --C- OPING METAL SIZE N/A— Ply Sheet(s)&No.of Ply(s): COPING METAL HOOK STRIP N/A— Hook Strip Siara eze: - 2 GAFGLAS Ply 4 Pt Coping Metal Attachment: P Ply Sheet Fastener/Bonding Material: • ; , n/a Hot Asphalt .' :• :• •• Or 0:0 • . . • . • • . . . . .• •• ..• . .. •. ... . . .•. • . MIIA►IMl Miami-Dade County Building& Neighborhood Compliance Department ��' HVHZ Electronic Roof Permit Form UeliveriRg Excel/ence Every Day" Illustrate Components Noted and Details as Applicable: Roof Mean Height: 14 ft. Drip Metal: F 26 Copper Top ply Continuous Cleat: Interplies Fn/a Surfacing: Base Sheet F/a Top Ply: Uichor Sheet [Ruberoid Mop 170 FR Interplies: f Chip Metal 2 GAFGLASS Ply 4 Base Sheet: - Colttintious n/a lent Top Layer of Insulation: Wood NailerSTRUCTODECK 1/2" i, Base Layer of Insulation: 5. �' '"' POLY ISO TAPERED MEAN 1" Roof Check Wood Nailer. Base Layer - of Insulation 1/2,.x8,. Top Leer Wood Nailer Fastening: of Insulation " '•' ' ' ' ' 1-1/4" Coil Nails . .. . . . . ... . • Anchor Sheet: .. ... .. . . . .. r775# 97FGLASS ASTM D4601 . ... . ... ... ... • Deck Type: ••• ••• . 5/8" Plywood . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . �se MIA_MI DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street.Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.$ov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: : GAF Ruberoid'i'Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a pennanent 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 thi¢entir�T C%8 Sh0l be pt?ovided to the user by the manufacturer or its distributors and shall be available for inspection'al t;ejog�tc; at tl%e*request of the Building Official. This NOA renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29. The submitted documentation wog wviewed by Jorgo L A obo. . .. . .. . . .. ... . ... . . . ... . . . . .. . NOA No.: 13-0424.14 haArrt•®aoe COUNTY :.: Expiration Date: 11/06/14 • • ;�•�; ; • . .; Approval Date: 10/31/13 ••• 0 0 0 0 ' Page 1 of 29 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description MatrixTM 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS''#75 39.37" ASTM D4601 Type 11 asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS°480 Ultima"" 39.37" ASTM D4601 Type Ii asphalt impregnated and coated, Base Sheet (1 meter)Wide fiberglass base sheet. GAFGLAS`'FlexPlyTM 6 39.37" ASTM D2178 Type Vi asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS`'-'Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS`'-'Mineral 39.37' ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAS`R'EnergyCapTM 39.37' ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCoteTM GAFGLAS`'-' Stratavent'R' 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator""Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLASr' Stratavent'R39.37" ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator""Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet embedded in asphaltic coating. Ruberoida SBS 39.37' ASTM 136164 Non-woven polyester mat coated with Heat-Weld TM Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-Weld T'Granule (1 meter)Wide polymer-modified asphalt and surfaced "so . . • with mineral granules. RoofMatchTM •10 fes•q; >:f ` � � • • $ ; '(t�T1VIJD6164 Non-woven polyester mat coated with SBS Modified Granular (9vmv " SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS ••• •;39.37;'. AgT&I` 9164 Non-woven polyester mat coated with fire Heat-WeldTM 170 FR +. (1 ivaetor)�ide:� �`� ; retardant polymer-modified asphalt and 069 • •••• surfaced with mineral granules. NOA No.: 13-0424.14 Mio,Nu•®anEcouNnr • ' ` ` Expiration Date: 11/06/14 . .•. . . • • • • • • • • • • Approval Date: 10/31/13 ••• 0 0 0 000 0 ` Page 2 of 29 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld TM Plus (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid"'EnergyCap 39.37" ASTM D6164 Non-woven polyester mat coated with fire SBS Heat-Weld T11 Plus FR (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-WeldTM 25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid*Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid`°'Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid"Mop Plus 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid`&'Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter)Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid"Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid' Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid''Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter) Wide APP modified asphalt and surfaced with mineral granules Ruberoid`'EnergyCap 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteTM Ruberoid"EnergyCap'" 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule Plus FR (1 meter)Wide grade bottom surface and a mineral .• ... .. granular top surface coated with factory . . . . . . . . • • •• • • • • • applied EnergyCoterM TM . •• . . • • •.. . PP b.� RoofMatch 00010.7•Sq! : '.' :kTrUb6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and ••� ••� ... ... surfaced with colored mineral granules. Ruberoid Torch FR Z metOrASIM L16222 Non-woven polyester mat, coated with fire ��•(39�37'� �de ;• ��• ;• retardant asphalt modified bitumen membrane with granule surface. ••• • • ••• • • NOA No.: 13-0424.14 MIAMI•DADECOUNTY ; ; : :.: Expiration Date: 11/06/14 Lu"S'• 0 • • • • • • • • ' ' Approval Date: 10131113 • •• •• • • e •• •• 66* • • ' '•' • ' Page 3 of 29 Test Product Product Dimensions Specification Description Ruberoid*20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid*30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37") Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid"30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant, polymer-modified asphalt and surfaced with mineral granules. Ruberoid*EnergyCap'" 30 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire FR SBS Membrane (39.37")Wide retardant, polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.37"(1 meter) ASTM 136162 Non-woven polyester and fiberglass mat Wide coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. Topcoat°Elastomeric 1, 5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces. Topcoat`"'MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed-through. Topcoat* 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut Fire Barrier 5, 55 gallons Proprietary Low VOC, water-based fire barrier Coating coating. VersaShield`"' 42"x 100' rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . Or . ••• ••• ... . •• . •• . • •• ... . ... . . . 0:0 •• • • • • 11:* •• • NOA No.: 13-0424.14 MIAM6DADECOUWTY ; ; ; V: Expiration Date: 11/06/14 • • • ; ;.••; ; ; : :0 Approval Date: 10/31/13 "' ' ••• • Page 4 of 29 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTM RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTM RN Polyiso insulation Polyisocyanurate foam insulation GAF EnergyGuardTM Perlite Recover Board Perlite recover board GAF EnergyGuardTM Perlite Roof Insulation Perlite roof board GAF EnergyGuardTM RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek"High Density Fiber Board High density wood fiber Blue Ridge FiberBoard, Inc. Securock`R'Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecTM#12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill-TecTM 414 Fastener Carbon steel fastener used Various GAF in steel,wood or concrete decks. 3. Drill-TecTM XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-TecAccuTracr'Flat AZ-SS aluminized steel 3" x 3" GAF Plate plate for use with Drill- TecTM 412 Fastener, Drill- TeeT11#14 Fastener and Drill-TecTM#15 Fastener. 5. Drill-TecTM ASAP 3S Drill-TecTM#12 fastener Various GAF with Drill-TecTM 3" Standard Steel Plate. 6. Drill-TecTM AccuTrac'"' Galvalume Steel plate for 3"x 3" GAF Recessed Plate use with Drill-TecTM fasteners. 7. Drill-TecTM 3" Steel Plate Round galvalume steel 3" GAF stress p'I**ta for msa v ;it Drill-Te T:f*tCnCrs:•: •. 8. Drill-Te 3" Standard RdunB•galvaPume plated 3" GAF Steel Plate steel stress plate with .I-rift?•cedrl%s fdr use'Wh':' �,Dri l I:TT eeM' steljeirs! • .. .. ... . ... . . . ... . . . . ... . . NOA No.: 13-0424.14 MIAMI•DADECOUNTY Expiration Date: 11/06/14 e e : •• : :••.: Approval Date: 10131113 000 ' ••• 0 0 Page 5 of 29 EVIDENCE SUBMITTED: Test Aeency Test Identifier Description Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 01/28/99 1139A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD I A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF-020-02-01 ASTM D249 02/01/02 ASTM D4977 GAF 306-02-01 ASTM E96 07/07/11 GAF 315-02-01 ASTM D2178 8/23/11 GAF 314-02-01 ASTM D2178 8/23/11 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity I ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 G40620.07.12-2 ASTM D6222 07/17/12 G34140.04.11-2 ASTM D6163 04/25/11 G31360.03.10 ASTM D6164 03/31/10 G34140.04.11-4 ASTM D4601 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G33470.01.11 ASTM D6164 01/13/11 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R 1 ASTM D3909 11/26/12 PRI Construction Technologies LLC. ASTM D2178 GAF-314-02-01 08/23/11 ASTM D2178 GAF-315-02-01 08/23/11 ASTM D6083 GAF-245-02-01 06/10/10 ASTM D6083 GAF-084-02-01 07/08/05 ASTM D6083 GAF-245-02-01 06/10/10 ••• X jT;4 X1613; ;• GAF-084-02-01 07/08/05 • . .. . . . . ... . Momentum Technologies, Inc. •• XITNTb6r62• •• AX04C9A 06/05/09 • • • 00 ••• • • ••. • NOA No.: 13-0424.14 MituWaaoEcoutm ;.; Expiration Date: 11/06/14 "'• • :•••; ; ; ; ;.•.; Approval Date: 10/31/13 000 0 0 0 ••• • • Page 6 of 29 0 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 11: Wood, Insulated Deck Description: 19/3111 or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOutT"Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securocko Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS'#80 Ultima"Base Sheet,GAFGLAS` Strataventn EliminatorT"' Nailable Venting Base Sheet, RuberoidR'20, Ruberoid®SBS Heat-WeldT", Smooth or Ruberoid"SBS Heat-WeldM 25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS`'Ply 4,GAFGLAS` FlexPlyT 6,GAFGLAS'#75 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS"'FlexPlyT"'6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT #12 Fastener,Drill-TecT" #14 Fastener or Drill-TecT"'XHD Fastener and Drill-TecT"'3"Steel Plate, Drill- TecT"'AccuTraco Flat Plate or Drill-TecT"'AccuTrace Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS"'FlexPly-'6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf,See General Limitation#7) GAFGLAS'#80 UltimaT"'Base Sheet,Ruberoid 20,Ruberoid®Mop Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT #12 Fastener,Drill-TecT"'#14 Fastener or Drill-TecT XHD Fastener and Drill;fec 3;'In, rt4e:Dsil�•Tec AccuTrac Flat Plate or Drill-Tec AccuTracg'$.ecC4e4 Pat- QisCAJ-.d t;"o.c. in 4 rows. One row is in the 2"side lap. The 08filerrows are equally s''pa'ced approximately 9"o.c. in the field of the sheet. (MaxiiUbin PAign ftl;sstt—6Dpf;Wp General Limitation#7) • • . . • . • • . .. . .. . . .. ••• • ••• • • • NOA No.: 13-0424.14 MIAMI•DADECOUNW Expiration Date: 11/06/14 "• • • 0:0 Approval Date: 10131113 • • • :0: • • • Page 7 of 29 t Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS`*',#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"'#12 Fastener, Drill-TecTM#14 Fastener or Drill-TecTM XHD Fastener and Drill-TecT'3" Steel Plate, Drill-TecTM AccuTrac*Flat Plate or Drill-TecTM AccuTrac`"'Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf,See General Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardT'Polyiso Insulation,EnergyGuardTM Polyiso RA Insulation, EnergyGuardTM Polyiso RN Insulation,EnergyGuardTM RA Composite Polyiso Insulation Minimum 1"thick N/A N/A StructodeO High Density Fiber Board,EnergyGuardTM Perlite Recover Board Minimum '/Z"thick N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum%"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavene EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS'R'475 Base Sheet, GAFGLAS''#80 Ultima T" Base Sheet, GAFGLAS'"' Ply 4, GAFGLAS FlexPlyT' 6, GAFGLAS`R' Stratavent*Eliminator T.Perforated Venting Base Sheet(laid dry), Ruberoid"'Mop Smooth,Ruberoid'0'20,Ruberoidd" SBS Heat-Weld TM Smooth or Ruberoid`"' SBS Heat-Weld TNI 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLASn Ply 4, GAFGLAS'R'F1exPlyTM 6 , GAFGLASn'480 Ultima Base Sheet, Ruberoid(&Mop Smooth, Ruberoid`"'20 adhered in ae1Eul4motpitig of arpiovad asphalt applied within the EVT range and at a rate of y0-40•�s•/Sj.; ;•; •• Membrane: One or more plies of Auberoid'e'lO kuberoid' 30, Ruberoid`"EnergyCap-30 FR SBS Membrane, Ruberoid'fi'30 FR,Ruberoid'"'Mop Smooth, Ruberoid°Mop 170 FR, Rubereicri-Mop o rdnU e", Roo'TVatZhTM SBS Modified Granular, Ruberoid`' Mop Pltl -, Ruier id;'1Vlop;laR•o,R•ubigid 'Dual FR fully adhered in an approved asphalt aPan applicalroii rate of 21 lb./Sq.f 15%. ... • • ... NOA No.: 13-0424.14 • • • MIAMI•DADE COUp iration Date: 11/06/14 NTY i i • i i•i i i • i Ex • • •• •• • • • •• •• Approval Date: 10/31/13 ••• • • ••• Page 8 of 29 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS`"Mineral Surfaced Cap Sheet or GAFGLAS"'EnergyCapT"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat('Elastomeric Roofing Membrane, Topcoat""MB Plus(to be used as a primer with Topcoat('Elastomeric Roofing Membrane) or Topcoat" Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Above .. ... . . . . . •• • . .. . .. •.. 0. • . • . • . . • .. ... .. . . . .. . ••. . ••• .•• ••• • . . .• . •. . . •• ... . ... . . . ••. . • • • ••• • . NOA No.: 13-0424.14 • • • • . • MIAMI•DADE COUNTY i i • i i• Expiration Date: 11/06/14 i i i • i • • • •• •• • • • •000 0• •• Approval Date: 10131113 Page 9 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood, Insulated Deck Description: 19/3'" or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield`R'Fire-Resistant Roof Deck Protection (optional) or SecurocV Gypsum-Fiber Roof Board. Anchor sheet: GAFGLASR"#80 Ultima TM Base Sheet,GAFGLAS*' Stratavent`R'EliminatorTM Nailable Venting Base Sheet, Ruberoid`R'20, Ruberoid`R' SBS Heat-Weld T. Smooth or Ruberoid'R' SBS Heat-Weld TM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS`R'Ply 4, GAFGLAS"J FIexP1yTM 6, GAFGLAS`"'475 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS'"'Ply 4, GAFGLAS")FlexPlyTM 6, GAFGLAS"#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM#12 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-Tec TM 3" Steel Plate, Drill- TecTM AccuTrac*Flat Plate or Drill-TecTM AccuTrac`R'Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS''FlexPlyTM 6, GAFGLAS`"'#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf,See General Limitation#7) GAFGLAS*#80 UltimaTM Base Sheet, Ruberoidr'20, Ruberoid'R'Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf,See General Limitation #7) GAFGLAS'"'#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"'#12 Fastener, Drill-TecTM#14 Fastener or Drill-TecT"XHD Fastener ••M ',• • • • • TM �� TM and Drill-T•ac 1 Stee�Nalle,IAIi-Tec AccuTrac- Flat Plate or Drill-Tec AccuTrac'4'kc4ctP1*atr ips�l�ed f'�"o.c. in 4 rows. One row is in the 2"side lap. The oilier Ws ate equally s'pic'ed approximately 9"o.c. in the field of the sheet. (Maxinighs 04dgn$/Gss&l!—60pj/;tXd*e General Limitation#7) . .. . .. . . .. ... . ... . . . .•• . • •.. • NOA No.: 13-0424.14 MIAMI-DADE COUNTY • Expiration Date: 11/06/14 1-61311 s•••: : : : :•••: Approval Date: 10/31/13 ••• • • ••• • • Page 10 of 29 Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS'R#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM#12 Fastener, Drill-TecT"'#14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac"'Flat Plate or Drill-TecTM AccuTrac" Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure—75 psf,See General Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM RA Polyiso Insulation,EnergyGuardTM RA Composite Polyiso Insulation Minimum 1"thick N/A N/A Structodek`R High Density Fiber Board,EnergyGuardTM Perlite Recover Board Minimum %2"thick N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum%"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS`"' StrataventR' EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: Install one ply of GAFGLAS`"'#75 Base Sheet, GAFGLAS`H #80 UltimaTM Base Sheet, GAFGLAS`"' Ply 4, GAFGLAS'F1exPlyTM 6, GAFGLAS'" StrataventR Eliminator T"Perforated Venting Base Sheet(laid dry), Ruberoid'*'Mop Smooth, Ruberoid'"'20, Ruberoid`", SBS Heat-Weld TM Smooth or Ruberoid'`kSBS Heat- WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 tbs./sq. (See General Limitation#4). Ply Sheet: (Optional except over Ruberoid`*'Mop Smooth, Ruberoid'20, Ruberoid`"' SBS Heat-WeldTM Smooth or Ruberoid'"' SBS Heat-WeldTM 25) One or more plies GAFGLAS`"'Ply 4, GAFGLAS'*'F1exPIyTM 6 or GAFGLAS'#80 Ultimata Base Sheet adhered iaafull anopping of approved asphalt applied within the EVT range and at a rak of 2� 404 isisq. orkute roid°"Torch Smooth torch applied according to manufartutey,s:tpWtcatjdn tn4r;;vdons. . .. . .. . . .. ... . .•. . . . ... . . . 0:0 . NOA No.: 13-0424.14 ' ' MIAMI- Expiration Date: 11/06/14dADE COUNTY i i • i i'i i i • i • • • •• •• • • • .. •. Approval Date: 10/31/13 ••• • • .•. • • Page 11 of 29 Membrane: One ply of Ruberoid"'Torch Smooth, Ruberoid'Torch Granule, Ruberoid" EnergyCap"Torch Granule FR, RoofMatchT" APP Modified Granular, RuberoidN' EnergyCap"Torch Plus FR or Ruberoidn"Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoidr" SBS Heat-Weld TM Plus, Ruberoid* SBS Heat- TM FR,Ruberoid'* SBS Heat-WeldT�' 170 FR, Ruberoid'EnergyCapTM Weld SBS Heat-Weld' Plus FR, Ruberoid'"'SBS Heat-Weld T"Granule, Ruberoi ' SBS Heat-WeldT"' Smooth and Ruberoid'* SBS Heat-Weld T"25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLASr'Mineral Surfaced Cap Sheet or GAFGLAS`"J EnergyCapTm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat R'Elastomeric Roofing Membrane, Topcoat*MB Plus(to be used as a primer with Topcoat*Elastomeric Roofing Membrane)or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Above .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • •• • •• • • •• ••• • ••• • • • ••• • • • • ••e • • NOA No.: 13-0424.14 :•: : : : Expiration Date: 11/06/14 MIAMI-DADS COUNTY P "'• i i•••i i i i i•••i Approval Date: 10/31/13 ••• • • • ••• • • Page 12 of 29 Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/3211 or greater plywood or wood plank System Type B(1): Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield`A) Fire-Resistant Roof Deck (optional) Protection or Securock`'Gypsum-Fiber Roof Board. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard*'"RA Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft' EnergyGuardTM RN Polyiso Insulation Minimum 1.4"thick 1,2,3,5,6 1:3 ft2 EnergyGuardT"Polyiso Insulation Minimum 1.5"thick 1,2,3,5,6 1:3 ft' EnergyGuard "Perlite Roof Insulation Minimum-/4"thick 1,2,3,5,6 1:2 ftz StructodeV High Density Fiber Board Minimum 1"thick 1,2,3,5,6 1:2 ft' Note: Base layers of insulation shall be mechanically attached using the fastener density listed. The insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density.Insulation fasteners shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to confirm compliance with the wind load requirements.Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS''Stratavent`"'EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Any of the insulation listed for Base Layer,above. Structodek*'High Density Fiber Board,EnergyGuardTM Perlite Recover Board Minimum '/Z"thick N/A N/A Note: Optional top layer of irisulation.shab be anered with approved asphalt within the EVT range and at a rate of 20-tW lbt/tO(r f. ;Phage r efer to Roofing Application Standard RAS 117 for insulation attachment. Composite 4$sur'atidnbdards used as a top layer shall be installed with the polyisocyanurate face down. . ... . ... ... ... ... . ... :0 Goo . 0:0 . 0:0 NOA No.: 13-0424.14 • Expiration Date: 11/06/14 MIAMI•QADE COUNTY • • • •.• • • • P Approval Date: 10/31/13 �" Page 13 of 29 Base Sheet: (Optional)Install one ply of GAFGLAS*#75 Base Sheet, GAFGLAS*480 UltimaTm Base Sheet, GAFGLAS'R'Ply 4, GAFGLAS''FlexPlyTm 6, GAFGLAS`R' Strataventy Eliminator T. Perforated Venting Base Sheet(laid dry), Ruberoid`W Mop Smooth or Ruberoid'"'20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.; (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLAS" Ply 4,GAFGLASR FlexPlyT"6 sheet or GAFGLAS®R #80 Ultima T' Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Membrane: One or more plies of Ruberoid''20, Ruberoid"'30, Ruberoid''EnergyCap-30 FR SBS Membrane, Ruberoid'" 30 FR, Ruberoid''Mop Smooth, Ruberoid"Mop 170 FR, Ruberoid"Mop Granule, RoofMatchT1' SBS Modified Granular, Ruberoid"Mop Plus,Ruberoid'"'Mop FR or Ruberoid''Dual FR fully adhered in an approved asphalt at an application rate of 25 Ib./sq.± 15%. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS°Mineral Surfaced Cap Sheet or GAFGLAS''EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TopcoatR'Elastomeric Roofing Membrane, Topcoat'' MB Plus(to be used as a primer with Topcoat''Elastomeric Roofing Membrane)or Topcoat'' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation#7) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. •. ••• . ••• ••• ••• • . • . • ... . ... :0 0,0 . .P71AMi•[SADE •• ••• • •• • • ••• • NOA No.: 13-0424.14 • ' • ' • • Ex iration Date: 11/06/14 �VkCOUNTY • • • P •• e : :.'•j ; ; ••; Approval Date: 10/31/13 .•• . 0:0 , Page 14 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood, insulated Deck Description: 19/3," or greater plywood or wood plank. System Type B(2): Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield`R'Fire-Resistant Roof Deck Protection (optional) or Securock*Gypsum-Fiber Roof Board. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ EnergyGuardTM RA Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft' EnergyGuardTM RN Polyiso Insulation Minimum 1.4"thick 1,2,3,5,6 1:3 ftz EnergyGuardTM Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ftZ EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5"thick 1,2,3,5,6 1:3 ft' EnergyGuardTM Perlite Roof Insulation Minimum 1/4"thick 1,2,3,5,6 1:2 ft' Structodek`e'High Density Fiber Board Minimum 1"thick 1,2,3,5,6 1:2 ft' Note: Base layers of insulation shall be mechanically attached using the fastener density listed. The insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to confirm compliance with the wind load requirements.Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS'U'Stratavent"'EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Any of the insulation listed for Base Layer,above. StructodeO'High Densitf Fibtt$o4rd,j:*rZyj0aardTM Perlite Recover Board Minimum 1/2"thick a .: .•: : : %: •. N/A N/A . . . . . . Note: Optional top layer of insulation shaft tie Inhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment Coo mipositeiiisuUtionWdaAWused as a top layer shall be installed with the polyisocyanurate face,dowi&. ;• • ... . ... . . . ... ... • NOA No.: 13-0424.14 MiAMI-DADECOUNTY :.: Expiration Date: 11/06/14 Approval Date: 10/31/13 • • ' Page 15 of 29 Base Sheet: Install one ply of GAFGLASr'#75 Base Sheet, GAFGLAS`'#80 UltimaTm Base Sheet, GAFGLASf" Ply 4, GAFGLAS'FlexPly'-m 6, GAFGLAS'"' StrataventR' EliminatorT"'Perforated Venting Base Sheet(laid dry), RuberoidrMop Smooth, Ruberoid'20, Ruberoid"' SBS Heat-WeldT"' Smooth or Ruberoid4SBS Heat- WeldT"'25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.; (See General Limitation#4). Ply Sheet: (Optional, required when using Ruberoid' 20) One or more plies GAFGLASr' Ply 4, GAFGLAS`'FlexPlyT"'6 sheet or GAFGLAS'R'#80 UltimaT"'Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Ruberoid`R Torch Smooth, Ruberoid'"'Torch Granule, RoofMatchT"APP Modified Granular, Ruberoid""EnergyCapT`"Torch Granule FR, Ruberoid`"'Torch Plus Granule or RuberoidR'Torch FR, Ruberoid""EnergyCapT"'Torch Plus FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid`"SBS Heat-Weld'Plus, Ruberoid`"' SBS Heat- TM FR, Ruberoid`R' SBS Heat-Weld"' 170 FR, Ruberoid`"'EnergyCapT"' Weld SBS Heat-Weld T11 Plus FR, Ruberoid`"' SBS Heat-WeIC Granule, Ruberoid`"' SBS Heat-Weld T. Smooth and Ruberoidf"SBS Heat-WeldT"'25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS`R Mineral Surfaced Cap Sheet or GAFGLAS`R'EnergyCapT BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat"'Elastomeric Roofing Membrane, Topcoat'R'MB Plus(to be used as a primer with Topcoat`W Elastomeric Roofing Membrane)or TopcoatR' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation#7) •. ... . . . . . .. . . • . . . .. . . . . ... . .. •.. .. . . . .. . ... . ... ... ... . .. . .. • . .. ... . • . .•. . . NOA No.: 13-0424.14 ;.; Expiration Date: 11/06/14 LIAMM 00r�i�t�•at►oE couterry Approval Date: 10/31/13 • . • . . . :.'•: PP 0 0 000 ' ' Page 16 of 29 Membrane Type: SBS Deck Type 1I: Wood, insulated Deck Description: 19/37" or greater plywood or wood plank System Type C(1): One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield"'Fire-Resistant Roof Deck Protection (optional) or Securock`R'Gypsum-Fiber Roof Board. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM RA Polyiso Insulation,EnergyGuardTM RN Polyiso Insulation Minimum 1.3"thick N/A N/A EnergyGuardTM Polyiso Insulation Minimum 1.4"thick N/A N/A EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5"thick N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum%"thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard RA Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4"thick 1,2,3,5,6 1:3 ft2 EnergyGuardTM RA Polyiso Insulation,EnergyGuardTM Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5"thick 1,2,3,5,6 1:3 ft2 EnergyGuardTM Perlite Roof Insulation Minimum 3/4"thick 1,2,3,5,6 1:2 ft2 StructodeO'High Density Fiber Board Minimum 1"thick 00 000 •• 1,2,3,5,6 1:2 ft2 Note: Insulation panels Listed are inin&*nA*i&Az9s and dimensions; if larger panels are used,the number of fasteners shalt be illhresseci4na;nlaimng the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS`R'Stratavejk ISVPnin Ater 9V*rfomWd Venting Base Sheet laid dry or a layer of EnergyGuardTM PerliPe•#Roo6F Iwet a;io4or wQed 110er overlay board on all polyisocyanu rate applications. .•• .. .... .. . . .. • NOA No.: 13-0424.14 �in�u•�E cour�nr ;•; Expiration Date: 11/06/14 "'• ® i i.�•0 i i i i •.i Approval Date: 10/31/13 ••• 0 • • ••• •• • Page 17 of 29 Base Sheet: Install one ply of GAFGLASR#75 Base Sheet, GAFGLAS`R'#80 Ultima", Base Sheet GAFGLAS"" Ply 4, GAFGLAS`"' FlexPlyTM 6, GAFGLAS* Stratavent Perforated Venting Base Sheet(laid dry), Ruberoid' Mop Smooth or Ruberoid"'20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLAS"'Ply 4, GAFGLAS'',FlexPIyTM 6 or GAFGLAS`"'#80 UltimaT"Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid'R'20, Ruberoid`" 30, Ruberoid"'EnergyCapTM 30 FR SBS Membrane, Ruberoid"'30 FR, Ruberoid`"'Mop Smooth, Ruberoid" Mop 170 FR, Ruberoid"'Mop Granule, RoofMatchTM SBS Modified Granular, Ruberoid"' Mop Plus, Ruberoid"Mop FR or Ruberoid"'Dual FR fully adhered in an approved asphalt at an application rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. I. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS`R Mineral Surfaced Cap Sheet or GAFGLAS`R EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat R'Elastomeric Roofing Membrane, Topcoat*MB Plus(to be used as a primer with Topcoat*'Elastomeric Roofing Membrane) or Topcoat"' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation#7) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . . .. . .. . . .. ... . ... . . . NOA No.: 13-0424.14 ••• ' ' I•DADE COUN "•' Expiration Date: 11/06/14 MiAMTY • • • • • • • Approval Date: 10/31/13 . . . . . . . . . . .. .. 00 . .. .. ... . ... . Page 18 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood, Insulated Deck Description: 19/3,'" or greater plywood or wood plank System Type C(2): One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield'"' Fire-Resistant Roof Deck Protection (optional) or Securock`ft'Gypsum-Fiber Roof Board. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuarC Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation,EnergyGuardTM RN Polyiso Insulation Minimum 1.3"thick N/A N/A EnergyGuardTM Polyiso Insulation Minimum 1.4"thick N/A N/A EnergyGuardT"RA Composite Polyiso Insulation Minimum 1.5"thick N/A N/A EnergyGuardTM Perlite Roof Insulation,EnergyGuarC Perlite Recover Board Minimum 3/4"thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM RA Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft2 EnergyGuardTm RN Polyiso Insulation Minimum 1.4"thick 1,2,3,5,6 1:3 ft' EnergyGuardTm Polyiso Insulation Minimum 1.3"thick 1,2,3,5,6 1:3 ft' EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5"thick 1,2,3,5,6 1:3 ft' EnergyGuardTM Perlite Roof Insulation Minimum 3/4"thick 1,2,3,5,6 1:2 ft' Structodek`-'High Density Fiber Minimum 1"thick 1,2,3,5,6 1:2 ft' .. ... . . . . . .. Note: Insulation panels listed are dninimuni size9 ati d,tni6sions; if larger panels are used,the number of fasteners shall be increa ed ••i; •ni j •e• a is fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS'R'Stratavene'Eliminator M Perforateol yentipg%%sp Sheet laid dry or a layer of EnergyGuard"'Perlite Roof Insol:;tiol or Wod?d fieroverlaiboard on all polyisocyanurate applications. Goo 0.. •• •• NOA No.: 13-0424.14 CMIAMI-DADE COUNTY • • • ' ' Expiration Date: 11/06/14 ••• • • • • o • • Approval Date: 10/31/13 . .. •. . . . .. .. ••• • ••• • Page 19 of 29 Base Sheet: install one ply of GAFGLAS'"'475 Base Sheet, GAFGLAS`"'#80 UltimaTm Base Sheet, GAFGLAS'"' Ply 4, GAFGLAS"' FlexPlyT'4 6, GAFGLAS"' Stratavent"' EliminatorTM Perforated Venting Base Sheet(laid dry), Ruberoid`"'Mop Smooth or Ruberoid``*20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 1f base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; (See General Limitation#4). Ply Sheet: (Optional, required when using Ruberoid'"'20) One or more plies GAFGLAS"'Ply 4, GAFGLAS"'F1exP1yTM 6 or GAFGLAS`"'#80 UltimaTM Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Membrane: One ply of RuberoidR'Torch Smooth, Ruberoid`"Torch Granule, RoofMatchTM APP Modified Granular, Ruberoid" EnergyCapTM Torch Granule FR, Ruberoid`' EnergyCapTM Torch Plus FR or Ruberoidk"Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid'"' SBS Heat-Weld TM Plus, Ruberoid`" SBS Heat- TM Plus FR, Ruberoid`"' SBS Heat-WeIdTM 170 FR, Ruberoid'"' EnergyCapTM Weld SBS Heat-Weld TM Plus FR, Ruberoid"'SBS Heat-WeIdTM Granule, Ruberoid"' SBS Heat-Weld TM Smooth and Ruberoid'"'SBS Heat-Weld T'25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS'Mineral Surfaced Cap Sheet or GAFGLAS"'EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat"'Eiastomeric Roofing Membrane,Topcoat"'MB Plus(to be used as a primer with Topcoat"' Elastomeric Roofing Membrane) or Topcoats' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psf, (See General Limitation#7) .• ... . . . . . .. .. . .. . . . . ••• . .. ... .. . . . .. . ... . ... ... ... . •• . •• . • •• ••• • ••• • • • ..• . • . • ... . • NOA No.: 13-0424.14 MIAMI-DADE COUNTY ; ; ;.; ; ; Expiration Date: 11/06/14 ••• • • • • • • • • Approval Date: 10/31/13 ••• • • ••• • ' Page 20 of 29 Membrane Type: SBS/SBS Cold Applied Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D(1): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield"Fire-Resistant Roof Deck (optional) Protection or SecurockR'Gypsum-Fiber Roof Board. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation, StructodeV High Density Fiber Board Minimum 1"thick N/A N/A Base Sheet: Install one ply of GAFGLASR'#75 Base Sheet, GAFGLAS`R'#80 UltimaTm Base Sheet, GAFGLAS"'Stratavent"'EliminatorTM Perforated Venting Base Sheet or Ruberoidr'20 applied over the loose laid insulation with 2" side laps mechanically fastened to deck as described below; Fastening Options: Drill-TecT'#12 Fastener, Drill-TecTM#14 Fastener or Drill-TecT"'XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecT" AccuTrac''Flat Plate or Drill-TecTM AccuTrac'Recessed Plate installed through the base sheet and insulation in 3 rows 12"o.c. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS"#80 UltimaT'Base Sheet, Ruberoid`"'20, Ruberoid`"'Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) Drill-TecT"'#12 Fastener, Drill-TecT"'#14 Fastener or Drill-TecT'XHD Fastener and Drill-TecTM 3" Steel Plates in 4 rows 12"o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf,See General Limitation#7) Drill-TecTM#12 Fastener, Drill-TecTM#14 Fastener or Drill-TecT'XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac'R'Flat Plate or Drill-TecT' AccuTrac"Recessed Plate installed through the base sheet and insulation in 4 rows 8"o.c..dnearotv;s**n trig ' '-d;lap. The other 3 rows are equally spaced . . •• . approximately,g"d'.:. to jh$MIOlW tht sheet. (Maximum Xsigri.Pressure—73 psf*,'ee General Limitation#7) . ... . ... 0 0: 0 :0 . .. . .. .. ... . ... . so . . NOA No.: 13-0424.14 MIAMI-DADE COUNTY :.: Expiration Date: 11/06/14 jmaau.® . . . . •:. :� �� , •�� . .� Approval Date: 10/31/13 Page 21 of 29 Ply Sheet: (Optional)One or more plies GAFGLAS`"'Ply 4, GAFGLAS'''FlexPlyT�' 6, GAFGLAS'"'#80 UltimaTM Base Sheet, Ruberoid"Mop Smooth or Ruberoid'"'20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid`"'Mop Smooth, Ruberoid'-Mop 170 FR, Ruberoid`d" Mop Granule, RoofMatc11TM SBS Modified Granular, Ruberoid'Mop Plus Granule, Ruberoidc"'20,Ruberoid'"'30, Ruberoid`°'EnergyCap'"30 FR SBS Membrane, Ruberoid'30 FR or Ruberoid'"'Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid'"'Mop Smooth, Ruberoid`"'Mop Granule, RoofMatchTM SBS Modified Granular, Ruberoidc'Mop 170 FR, Ruberoid` Mop Plus Granule, Ruberoid"'20,Ruberoid`"'30,Ruberoid` EnergyCapTM FR 30 SBS Membrane,Ruberoid'30 FR or Ruberoid`,Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS`''Mineral Surfaced Cap Sheet or GAFGLAS'"'EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat"Elastomeric Roofing Membrane,Topcoat"'MB Plus(to be used as a primer with Topcoat`Elastomeric Roofing Membrane) or Topcoat"' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening above .. ... . . . • . •• . . .• .: . . . • . .. • . • . •.. . . ••• . .•. ... .•. •.• • ..• • . . NOA No.: 13-0424.14 jK M[Ar+i•®a�E couN rY Expiration Date: 11/06/14 • ® • + • • • • • • • • Approval Date: 10/31/13 ••• • • • •" • ' Page 22 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D(2): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield`"'Fire-Resistant Roof Deck (optional) Protection or Securock*Gypsum-Fiber Roof Board. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation Minimum 1.3"thick N/A N/A StructodeV High Density Fiber Board Minimum 1"thick N/A N/A Base Sheet: Install one ply of GAFGLAS`"'#75 Base Sheet, GAFGLAS`a;480 Ultima TM Base Sheet,GAFGLAS"' Stratavent`"'EliminatorTM Perforated Venting Base Sheet or Ruberoid''20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened to deck as described below; Fastening Options: Drill-TecTM#12 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTracc"'Flat Plate or Drill-TecTM AccuTrac°Recessed Plate installed through the base sheet and insulation in 3 rows 12"o.c. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS"'#80 UltimaTM Base Sheet, Ruberoid"'20, Ruberoid`"'Mop Smooth attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) Drill-Tec'M#12 Fastener, Drill-TecTM#14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac"Flat Plate or Drill-TecTM AccuTrac"&'Recessed Plate installed in 4 rows 12"o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf,See General Limitation#7) Dri I I-T%P 0142;F:sTrWt.E�iI-lei"414 Fastener or Drill-TecTM XHD Fastener and Dr11-TeaT:3:'Ste1I Pllt& 4talled through the base sheet and insulation in 4 rows 811 7c.•4ne row isino-4 Y&side lap. The other 3 rows are equally spaced approximately 9"o.c. in the field of the sheet. (Ma�iopm!Desigm Piwsure••7S p jA See General Limitation#7) . .. . .. . . .. .00 . •.• • • • NOA No.: 13-0424.14 MIAMI•DADECOUNTY :•: Expiration Date: 11/06/14 • e .'.: Approval Date: 10/31/13 0:0 : Page 23 of 29 Ply Sheet: (Optional, required when using Ruberoid"20) One or more plies GAFGLAS',Ply 4, GAFGLAS"" FlexPIyTM 6 sheet or GAFGLAS`'480 Ultimata Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Ruberoid`"Torch Smooth, Ruberoid`"'Torch Granule, RoofMatchTM APP Modified Granular, Ruberoid'"' EnergyCaPT'Torch Granule FR, Ruberoid`' EnergyCaPT"Torch Plus FR or Ruberoid"'Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid'"' SBS Heat-Weld TM Plus, Ruberoid`"'SBS Heat- Weld T11 Plus FR, Ruberoid° SBS Heat-Weld T11 170 FR, Ruberoid`'EnergyCapm SBS Heat-Weld TM Plus FR, Ruberoidd" SBS Heat-Weld T' Granule, Ruberoid`"' SBS Heat-WeIdTM Smooth and Ruberoid'"' SBS Heat-WeIdTM 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS'Mineral Surfaced Cap Sheet or GAFGLASr'EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. Topcoat'Elastomeric Roofing Membrane, Topcoat"'MB Plus(to be used as a primer with Topcoat"Elastomeric Roofing Membrane)or Topcoat"' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Above .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. ... . ... . . . NOA No.: 13-0424.14 MIAMI•dADE COUNTY ;.; ; ; Expiration Date: 11/06/14 • o : :.'.; : : : :.'.: Approval Date: 10/31/13 �" "' Page 24 of 29 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutT" Fire Barrier Coating, VersaShield`"'Fire-Resistant Roof Deck (optional) Protection or Securock`R Gypsum-Fiber Roof Board. Base sheet: GAFGLAS"'#80 Ultima T"' Base Sheet, GAFGLAS"J Stratavent`R' EliminatorT"' Nailable Venting Base Sheet, Ruberoid`"'20, Ruberoid* SBS Heat-Weld TM Smooth or Ruberoid`"' SBS Heat-WeldTm 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS`"' Ply 4, GAFGLAS* FlexPlyT"' 6, GAFGLAS'R'#75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLASA'Ply 4, GAFGLASR'FlexPlyT" 6, GAFGLAS'R'#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"'#12 Fastener, Drill-TecT"' #14 Fastener or Drill-TecT"XHD Fastener and Drill-TecT"'3" Steel Plate, Drill- TecT"'AccuTrac'"' Flat Plate or Drill-TecT" AccuTrac`"'Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS"FlexPlyT"'6, GAFGLAS`R'#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf,See General Limitation#7) GAFGLASR#80 Ultima T' Base Sheet, Ruberoid`"'20, Ruberoid`R Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS R'#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"'#12 Fastener, Drill-TecT" #14 Fastener or Drill-TecT"'XHD Fastener and Drill-TecT"'3" Steel Plate, Drill-TecT"'AccuTrac"Flat Plate or Drill-TecT"' AccuTrac" Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The.bth&*i:)vgs Irv.tQt*1 y QMdced approximately 9"o.c. in the field of the . sheet. .. .. . . ... . (Maximum DesRgn•Pressur*P-+6D psf,See General Limitation#7) Any ofabove base sheets attached to deck approved annular ring shank nails and 3" inN rfed *rill-'CeC M iQsulatigli'pl4es at a fastener spacing of 9" o.c. at the 4" lap staiggierel.in tNvo romL9 9 id the fiald. (Maximum besign pressure 40 psj, See General Limitation#7) NOA No.: 13-0424.14 MIAMIDADECOUNTY : : : :•: : : : Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 25 of 29 GAFGLAS`R'#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener, Drill-TecTM#14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac*Flat Plate or Drill-TecTM AccuTracc"'Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf,See General Limitation#7) Ply Sheet: (Optional)One or more plies GAFGLAS* Ply 4, GAFGLAS"'FlexPlyTM 6, GAFGLAS'"'#80 Ultima Base Sheet, Ruberoid"Mop Smooth or RuberoidR'20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid`R`Mop Smooth, Ruberoid`"'Mop 170 FR, Ruberoid"' Mop Granule, RoofMatchT SBS Modified Granular, Ruberoid`"'Mop Plus Granule, Ruberoid`"'20, Ruberoid`"'30, Ruberoid`'EnergyCap 30 FR SBS Membrane, Ruberoid"30 FR or Ruberoid'k'Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid'Mop Smooth, Ruberoid`"'Mop Granule, RoofMatchTM SBS Modified Granular, Ruberoid*Mop 170 FR, Ruberoid`R'Mop Plus Granule, Ruberoid*20, Ruberoid*30, Ruberoid EnergyCap�30 FR SBS Membrane, Ruberoid`"'30 FR or Ruberoid Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. I. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS"'Mineral Surfaced Cap Sheet or GAFGLAS"'EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. Topcoat'Elastomeric Roofing Membrane, Topcoat'"'MB Plus(to be used as a primer with Topcoat'O'Elastomeric Roofing Membrane)or Topcoat`"' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening above .• ..• . • . . . .. .. ... .. • . • .. • • • • to • • •• • •• • • •• so ••• . • . , •.. • • NOA No.: 13-0424.14 WMI-DADEcouNTY ;•; Expiration Date: 11/06/14 "'• • : :•••: : : : :•••: Approval Date: 10/31/13 ••• • • • ••• • • Page 26 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/3," or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield`R'Fire-Resistant Roof Deck (optional) Protection or SecurocVGypsum-Fiber Roof Board. Base sheet: GAFGLAS*480 UltimaTM Base Sheet, GAFGLAS`R' Stratavent`R'EliminatorTM Nailable Venting Base Sheet, Ruberoid`R'Mop Smooth, Ruberoid`J 20, Ruberoid`"'' SBS Heat-Weld T11 Smooth or Ruberoid"R' SBS Heat-Weld' 25 mechanically fastened to deck as described below; Fastening Options: GAFGLAS`R Ply 4, GAFGLAS`R FlexP1yTM 6,GAFGLAS"A'475 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS'R'Ply 4, GAFGLAS FIexPIyTM 6, GAFGLAS"05 Base Sheet or any of above base sheets attached to deck with Drill-TeeTM#12 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill- Tee TM AccuTrac't Flat Plate or Drill-TecTM AccuTrac`R'Recessed Plate installed 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS`R'FlexPlyTM 6, GAFGLAS'R'#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf,See General Limitation#7) GAFGLAS'"'#80 Ultima TM Base Sheets, Ruberoid`R'20, Ruberoid`R'Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS'R'#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener, Drill-TeeTM#14 Fastener or Drill-TeeTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTraO'Flat Plate or Drill-TecTM AccuTrac`R'ifecess®d:lRto.i*mt311:d.1'r' o.c. in 4 rows. One row is in the 2" side lap. The other ro%j ;ectjIl*s jace4 approximately 9"o.c. in the field of the sheet. " "' •• • • ' •• (Maximum Design Pressure—60 psf,See General Limitation#7) . •.• . •.• ••• ••• • . . . . •• . •• . • •• ... . ... . . . ••• . ..• NOA No.: 13-0424.14 • Expiration Date: 11/06/14 MIAMbDADE COUNTY i i • i i�i i i • i p • •• •• • . .• .. Approval Date: 10131113 •.• • ..• • • Page 27 of 29 Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec"" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS"'#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac*Flat Plate or Drill-TecTM AccuTrac`"'Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf,See General Limitation#7) Ply Sheet: (Optional except over Ruberoid"'Mop Smooth, Ruberoid"'20, Ruberoid"' SBS Heat-Weld TM Smooth or Ruberoid'" SBS Heat-Weld T"25)One or more plies GAFGLAS"'Ply 4 or GAFGLAS" FlexPlyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid"'Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid'"Torch Smooth, Ruberoid*'Torch Granule, RoofMatehTM APP Modified Granular, Ruberoid`"' EnergyCapTM Torch Granule FR, Ruberoid" EnergyCapTM Torch Plus FR, or Ruberoidc'Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid`"'SBS Heat-Weld TM Plus, Ruberoid"' SBS Heat- T11 TM FR, Ruberoid'" SBS Heat-WeIdTM 170 FR, Ruberoid`"'EnergyCapTM Weld SBS Heat-WeIdTM Plus FR, Ruberoid"' SBS Heat-Weld T.Granule, Ruberoidl' SBS Heat-Weld TM Smooth and Ruberoid"' SBS Heat-Weld" 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS'"Mineral Surfaced Cap Sheet or GAFGLAS'"'EnergyCap'M BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat" Elastomeric Roofing Membrane, Topcoat`"MB Plus(to be used as a primer with Topcoat"'Elastomeric Roofing Membrane)or Topcoat"' Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening kbo ve• •• . .. . . . . %: . .. ... .. . . . .. . ... . ••• ••• ••• • . • • •• • •• • • •• ••• • ••• • • • ••• • •.• . NOA No.: 13-0424.14 • ' • Expiration Date: 11/06/14 MIAMI•DQDE COUNTY i i • i i•i i i • i p • • •• •• .. .. Approval Date: 10/31/13 ••• ••• • Page 28 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS`' Ply 4 and GAFGLASR' F1exPly TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck`R' Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared,signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 I 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field, perimeters,and corners),llskeiilw atior alanal'si` nal'si` 99 or extrapolation shall be permitted for enhanced fastening at enhanc4presgsjir�4nisii.j.perijneters,extended corners and corners). (When this limitation is speoifcall,:re*&&rcd'wttb'rn•tMs NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shWI 1-6vi a quglit3jgSsurajWV 4t&4it in accordance with the Florida Building Code and Rule 91 316f Me Florida Administratkk Code. • . • • • • END:4-THIS ACCEPTANCE ... . , . • •,. . • NOA No.: 13-0424.14 MIAMI•DADE COUNTY ••• ' ' ' ' ration Date: 11/06/14 • • • • • • Expiration p� ® ® :.'•: :•'.: Approval Date: 10/31/13 ••• ••• • Page 29 of 29 Tile Roof System Section D Sloped System Description Tile Roof System toof System Manufacturer: Clay Forever lotice of Acceptance Number(NOA): 11-0812.05 Ilinimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 naximum Design Wind Pressures, (From the NOA Specific system): 396.6 psf ill in the specific roof assembly components.if a component is not required, insert not applicable(nJa)in the text box. Deck Type: --5/8" Plywood-- Optional Insulation: n/a Optional Nailable Substrate: � ;. ... ,, --n/a- Optional Nailable Substrate Attachment: Roof Slope: 3 "/12" --n/a- Roof Mean Height: 15 ft. Basesheet Type: Method of Tile Attachment: 30#ASTM D226 Type 11 --Adhesive, Medium Paddy Polyfoam Polypro-- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4"coil nails& 1-5/8"Tin Caps --n/a- Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: --2"face 26 ga.-- 90#ASTM Tile Underlayment Tile Underlayment Attachment Method: Drip Edge Material Type: I--Copper-- Hot Asphalt .. ... . . . . . .. .. Drip Edge Fastener Type: 11-1/4"coil nIUS ••; ••; ••• ••-Tile Profile: ,,..,,,,// Altusa Barrel Clay Roof Tile IAA• •:• ••• •:• ••: •:• __... Hook Strip/Cleat gauge or weight: " , .. ,__ ... . . . . . . •• . •• . . •• ... . ... . . . ... . . . . ... . . . . . . . . . . . . . :0 0: ... . .. .. ... ... . . Section E 2 High Velocity Hurricane Zone Roofing Permit Application Form 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 x0.24 = -9.38 -Mg; 3.33 =Mr1: -6.05 < -91.85' NOA Mf P 2: -68.1 x 1, 0.24 = -16.34' -Mg; 3.33 =Mr2: -13.01 < -91.85' NOA Mf P 3: -100.7 x x0.24 = -24.17 -Mg; 3.33 =Mr3: -20.84 < -91.85' NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" r 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 ch area of the roof,then the tile attachment method is acceptable. 1: x L = x w: _ -W: = x cos 0: =Frl: <_ NOA F' Z: x I: = x w: _ -W: = x cos 0: =Fr2: <_ NOA F' 3: x I: = x w: _ -W: = x cos 0:F7=Fr3: <_ NOA F' Where to Obtain Information to complete tile calculations Where to Find Description Symbol ►esign 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. lean Roof Height H Job Site ;oof Slope 0 Job Site ,erodynamic Multiplier k Product Approval(NOA) restoring Moment due to Gravity Mg Product Approval(NOA) Aachment Resistance Mf Ile *00 0 6 ••• �.• Product Approval(NOA) --------------- required Moment Resistance Mr . '; ; ; ; ; ;'; '. Calculated linimum Attachment Resistance F' Product Approval(NOA) ' '•` ' "' "' '" ;equired Uplift Resistance Fr • • • . • Calculated ,verage Tile Weight W •• • • •• • • : • • Product Approval(NOA) I=length ile Dimensions w=width . . • • • • ••• Product Approval(NOA) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s M1AM1'CI►4Ca� �� MIAMI-DADE COUNTY "� ', �,�L ci F.. 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.sov/vera Clay Forever,LLC. 6801 NW 77th Ave Miami,FL.33166 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: Altusa Barrel Made in Honduras 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 N(OA.ahall be Qaovided to tie user by the manufacturer or its distributors and shall be available for inspection at theigb sitrht thj *gjtejL jftlle Building Official. ... ... ..• • • . . . . . . .. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tipra. . ... . .. ... ... .. % NOA No.: 11-0812.05 rvuutii-DADeCOUNT r Expiration Date: 12/16/12 ••'• a ••• • • • • ••• • • • • • • . • • . Approval Date: 11/24/11 i : • : i'i : : • : Page 1 of 5 • •• •• • • • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This renews roofing system using Altusa `Barrel' Made in Honduras, as manufactured by Sulacer,SA. in Honduras and distributed by Clay Forever LLC. as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant nominal Specifications Description Altusa `Barrel' Made I = 18" TAS 112 High profile, two-piece, clay roof tile. For in Honduras w= 8 ''/z" mortar set or adhesive set applications with a ''/z"thick nominal nominal 2-%z"headlap. Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at Width: varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date American Test Lab of South RT0628.01-11 ASTM C 1 167 07/12/11 Florida American Test Lab of South RT0718.01-11 TAS 101 07/21/11 Florida IBA Consultants, Inc. 2397-117 ASTM C 1167 06/28/07 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 257869-1 Static Uplift Testing Jan. 1997 Engineering,Inc. PA 101 (Mortar Set) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 •. ... . . . . . .. Walker Engineering, Inc. %valu.:ioeCa=ct9abpbs•. 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. ••.F_wjltiatiojr�akoLvlatiom: •:• 25-7496 April 1996 . .. • .. . • .. •.. . ... . . . NOA No.: 11-0812.05 MIAMI•DADE COUNTY Expiration Date: 12/16/12 � ...s ��,� •:• : : : •:• : : Approval Date: 11/24/11 i i • i i•i i i • i Page 2 of 5 ••• • • • •• •• ••• • •• •• ••• • • Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-78044& 5 25-7848-6 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Altusa `Barrel' Made in Honduras tile and its components shall be installed in strict compliance with Roofing Application Standard 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) Altusa Barrel made in 4.5 1.5 0.71 Honduras Table 2: Aerodynamic Multipliers -X (ft) Tile X (ft) Profile Direct Deck Application Altusa Barrel made in Honduras 0.24 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) 2":12" 3":12" 4":12" VA 2" 6":12" 7":12" or greater Battens Direct Battens Diaect fattens .lire:t $3ttens Direct Battens Direct Battens Direct Deck Deek .: .•: :Ete&o •. Deck Deck Deck N/A 3.37 N/A 3!33 •N/fir• •3.2 •AI A 3.20 N/A 3.14 N/A 3.05 . ..• . ... ... .•. • . . . . . .. . .. . . .. ... . ... . . . NOA No.: 11-0812.05 MIAMI-DADEcouNrir Expiration Date: 12/16/12 0.0 • 0:0 • Approval Date: 11/24/11 : • :0: : . : Page 3 of 5 . .. .. ... . .. .. ... . . ... . . Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa Barrel made in Polyfoam Pol ProTm 177 (Clay the Honduras Flexible TileBond 115 (Clay tile) Polyfoam PolyProTM 91.85 (Clay tile) 1 Place 23 grams per pan and 23 grams per cap of Pol Pro TM 2 Place 11.8 grams per pan and 11.6 grams per cap of TileBond. 3 Place 22.5 grams per pan and 14 grams per cap of Pol Pro TM Table 8: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa Barrel made in Honduras Mortar Set 24.5 213.8 3 Bermuda Roof TileTite mortar. 4 Quickcrete Roof Tile Mortar#1140. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". ALTUSA MADE IN HONDURAS IDENTIFICATION MARK FOR ALTUSA BARREL CLAY ROOF TILE 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 othgg dVpjirgerits rpquire�d byjhe Building Official or applicable building code ir►order+o pxoptl;c&a:Udte the installation of this system. . •• • . . ... . •• ••• •• • • • •• •. ••• . ••• ••• ••• • . • . .. . .. . . .. ... . ... . . . NOA No.: 11-0812.05 IffMIAMI-DADE Expiration Date: 12/16/12 ® : • '•' •:0: : :• • Approval Date: 11/24/11 ' . .. .• • . • • • Page 4 of 5 •.. 0 • 0 ••• • 0 PROFILE DRAWINGS 18" 8 1 ■■ 2 BARREL CLAY ROOF TILE END OF THIS ACCEPTANCE .. ••• • • . • • •• • • •• • • • • ••• • OGG so G* • •• • •• • • •• ••• • ••• • • • NOA No.: 11-0812.05 MIAMI-®ADE CouNTY Expiration Date: 12/16/12 •••® e ••• • • • • ••• • Approval Date: 11/24/11 ' ' "' ' • Page 5 of 5 • •• •• • • • •• •• ••• • • • ••• • • OWner's Notification Form 07 MIAM ® Ill "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 Chapter 15 of the Florida Building Code,Building 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 designated space indicates that the ite has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z ne) 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 pajt 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 re ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buil ' g Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring s . townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owngr should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi ed from below. The owner may wish to maintain the architectural appearance; therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of main ming this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may ca 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 roosystem is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ov oaded 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 the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in or of the structural assembly(the UZJnkjs;f$.Mia Kisting amount of attic ventilation shall not be reduced. Exception: Attic spaces, dg$in�j by a VlorMd3-hensed engineer or registered architect to eliminate the attic venting, venting shall not e ' ed. Owner's/Agent's Signature: ••• ": Date:9 9PF —i 1. / Contractor's Signature: I W.• 0•• Permit Number: Property Address: '�� ` :. AL3313K • V •• • • • •• •• Miami Shores Village � RECEITD Building Department �. 0 JUL 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 v Tel:(305)795-2204 Fax:(305)756-8972 BYo INSPECTION LINE PHONE NUMBER:(305)762-4 FBC 20 BUILDING Master Permit No PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: of )�U 9 '�g City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: Q FFE: OWNER: Name(Fee Simple Tit lehold^err): ��S �L� Phone#: (B2 I"`� 11 Address: No 1 c� City:—I I A h� >� Q3 S State: Zip: Tenant/Lessee Name: Phone#: Email: � �, CONTRACTOR:Company Name: ` +�I L• ^f(�1 Tl V— U14 C� Phone#: s NJ Address: .2-0100 W Z City: arm State: L Zip: b Qualifier Name: �� ` "T Phone#: ria State Certification or Registration#: C C C,r I32�� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ D 0-0 Square/Linear Footage of Work: S� Type of Work: ❑ Additio��nnn ❑ `Allteration ❑ New ❑ ^Repair/Replace ,�❑p Demolition Description of Work: �tC� o N Y � �'�PW�( � nCV( SL DN � `eh (r Specify color of color thru tile: Submittal Fee$ Permit Fee$ ` CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) ti Bonding Company's Name(if applicable) Bonding Company's Address n City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to a achment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ►shi ccurs seven (7) dm's after the building permit is issued. In the absence of such posted notice, the inspection will not be app v d and a r inspection fee will be charged. Signature Signature er Agent Contractor The foregoigin ment was acknowledged before me this Z 2- The foregoing instrument was acknowledged before day of ,20` ,by :/-i»'��'/�p� day of ,20�by ��L� , who is personalknown tome or who has produced 4 who is personally known to me or who has produced As identi 4Ei �d who�d take aa�� as identification and who did take an oath. KAREN �RO NOTARY PUBLIC: Q M OMMISSION#FF001475 NOTARY PUBLIC: ?soFrt;;. PIRES March 25,2017 7)3 0 Florldallote Sorvice.com Sign: Sign: Print: �o©/l' �G.'C✓�o Print: My Commission Expires: My Commission Expires*.,..,. /110/ I I I arta0��• �3$��1a�$a��aa'�aaa��aga2x+a��a��za3��aE� a� a��8 s�a� * a'fi=a��a��A�3xix�a�a�Rr3sza��x5�a�a��sta�R�sas�a�Raaa�xR��Fa2xayaaz�+�za��a��s�s�a��E��k+:+�sRa� APPROVED BY Plans Examiner Zoning Structural Review Clerk Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10t2009)(Revised 3/15/09) Waterproofing/Liquid Applied Roofs MIAMP Miami-Dade County HVHZ Electronic Roof Permit Form "Deleveri g Excellence Every Day" Waterproofing or Liquid Applied Roof Systems Section A (General Information) Master Permit Number: I ::� Process Number: Job Address: 1361 NE 97 St, Miami Shores, FI 33138 Contractor Name: I Bilantar, Inc. Waterproofing Category ✓❑ Balcony ❑ Parking Garage ❑ Plaza Deck ✓❑ Other: Recovery Waterproofing System Information Low slope roof area (ft.2) 750 Steep Sloped area(ft.2) n/a Total (ft.2) 750 Section B (Section Plan) jSketch Section 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. jPerimeter Width (a'): Corner Size(a' x a'): ❑ Yes[See Attached Roof Plan] ❑✓ No t " l[lam ;i ROOF NOT IN PERMIT 3 ----------- --------- 12 4 1 1 1 _ 4 l. .l CLAY BARREL i ROOF TILE I m~�? i -► j ' FLAT ROOF NOT IN PERMIT J 0Ica M Z 1 ROOF 1 �{ ® NOT,IN PERMI M ® C �-- -01M M FLAT ROgF'f o ® .- 0' /; 1 4 3 a � z rn N -SEALOFLEX CT RECOVER SYSTEM OVER EXISTING SBS MODIFIED BIN • • • • • ••• • I NOA 14.0115-02 • . • • • • • • • I e •• ••• •• • • • •• P y n to M CD • ••• • ••• • • Zr > • i i• • •• i • •• i i `n m CSI D ... • ... . JUL 2014 ••• .. . . . . ... . . . . . . . . . . . B4Y: . . ... . Waterproofing/Liquid Applied Roofs MIAM11- Miami-Dade County ` M& HVHZ Electronic Roof Permit Form Waterproofing or Liquid Applied Roof Systems rr�€'Ir1/F'f'i9P,5� x��6fer7ce ��r�Day" *Denotes required user inputs. If an item does not apply enter n/a in that line. *Master Permit Number: I I *Job Address: 361 NE 97 St, Miami Shores, FI 33138 *Application Date:I *Process Number: *Waterproofing Manufacturer Name: I Sealoflex Waterproofing System, Inc. *NOA Product Approval Number: 14.0115-02 Does this roof assembly comply with the requirements for a fire rating per section 1519.16.3 HVHZ Florida Building Code? * (D Yes O No Note: Submit current copies of the fire directory listing for the waterproofing assembly, manufacturer's installation details, and the current Miami-Dade County NOA Product Control Approval for review prior to issuing the waterproofing permit. Note: This waterproofing assembly shall comply with all the requirements as listed in section 1519.16 Waterproofing located in the HVHZ section of the Florida Building Code. * El Plaza Deck *Deck Type: 5/8 plywood * ❑Parking Garage *Primer: n/aft2/gal * ❑✓ Balcony *Insulation/Fire Barrier: SBS Modified bitumen over tapered insulation (exi * ❑✓ Other *Number of Fasteners per Insulation Board Recover P(1) Field: n/a n/a P(2) Perimeter: P(3) Corner: n/a 1 *Base Coat: Sealoflex CT Pink *Slope: /4 "/12" *Coverage: 60 ft'/gal *Roof Mean Height: 14 ft. *Membrane: Sealoflex fabric *Roof Length: 46 ft. *Intermediate Coat: ISealoflexCT Pink *Roof Width: 18 ft. *Coverage: 60 ft2/gal .. : *. : : :*0 *Maximum Design Pressure: -262.5 psf *Top Coat: I Sealoflex CT Top ..* ... *Estimated Value: $ 3000 *Coverage: 70 ._- ft2/gal ... ... *Surfacing: two coats of Wearcoa9at combined rate of 90 ft27gE *Overburden: n/a ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMN&DE� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATOR I AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sealoflex Waterproofing Systems,Inc. 2520 Oscar Johnson Dr. Charleston,SC 29405 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: Sealoflex Roof Systems over Recover Applications. 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 d"reclMsloofth&Building cWficial. This NOA renews and revises NOA No.13-0403.01 and consists of page;14h 41t 14.4 •.• The submitted documentation was reviewed by Jorge L. Acebo. •• ••• •• • • •• • • • • • NQANo.!14-0115.02 MIAMI-DADE COUNTY Expiration Date: 04/17/18 • •.. . . • • Arroval Date: 04/03/14 •: : :Page 1 of 10 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Liquid Applied Roof Sytems Material: Elastomeric Deck Type: Recover Maximum Design Pressure: See Specific Deck Assemblies TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Sealoflex GRR Flood 1 or 5 gal. Proprietary Liquid rubber Emulsion coat. CoatTM Sealoflex Pink® 1 or 5 gal. ASTM D6083 Acrylic base and saturation coat. Sealoflex Finish CoatTM 1 or 5 gal. ASTM D6083 Acrylic roof coating. Sealoflex CT PinC I or 5 gal. Proprietary Solvent base and saturation coat Sealoflex CT TopT" 1 or 5 gal. Proprietary Solvent roof coating. Sealoflex FabricT" Proprietary Non-Woven polyester reinforcing fabric for use in the Sealoflex system. Metal Etch Primer T„ 1 or 5 gal. Proprietary Primer for all unprotected metal surfaces. Sealobond Primer T" 1 or 5 gal. Proprietary Primer for use over painted concrete, wood or steel,or unpainted masonry substrates. EPDM Primer T"' 1 or 5 gal. Proprietary Primer for use on EPDM,Hypalon and TPO membranes Sealoflex Flashing 1 or 5 gal. Proprietary Trowellable or brushable waterborne Grade"' paste WearcoatT' 1 or 5 gal. Proprietary Liquid applied emulsion coating (available in smooth or non-skid version containing aggregate)for pedestrian traffic surfaces. CorafiexT1' 1 or 5 gal. Proprietary Liquid applied,water dispursed,resin based coating for pedestrian traffic surfaces. APPROVED INSULATIONS: 06" TABLEZ • •+ • • • • ••• • Product Name Product Description" "' ';4;JfMurer (With CurrentNOA) N/A N/A •;• �•� ••� N/A �•� . . . . . . • • . . ' • ••• • NOATIo.!14-0115.02 MAM1•DADEC0UNTY Expiration Date: 04/17/18 • ► .•• • . . . Aggroyal Djite: 04/03/14 �• Page 2 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APPROVED FASTENERS: TABLE 3 Fastener# Product Description Dimensions Manufacturer (With current NOA) 1. OMG Heavy Duty #14 truss head fastener for #14 dia.x 16" OMG, Inc. wood,steel or concrete max. length decks 2. OMG Plastic Plate Round high density 3"round OMG, Inc. polypropylene stress plate EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Dynatech Engineering Corp. 4211-12.94-2 TAS 114-D 12/18/94 4213.04.95-1 TAS 114-H 04/01/95 Exterior Research &Design, LLC. #7050.02.96-1 TAS 114-H 03/01/96 #4210.04.96-1 TAS 114-H 05/28/96 #4451.11.95-1 TAS 114-H 11/14/95 #4213.07.97-1 TAS 114-D 07/15/97 #4213.09.00-IR TAS 114 10/25/05 FM Approvals 3023963 FM 4470 04/20/06 Celotex Testing Center MTS Job No.258211 TAS 143 05/20/98 52-8454-12-1&2 TAS 101 11/24/98 52-8454-15-1 TAS 101 11/24/98 52-8454-16-1 TAS 101 11/24/98 52-8454-17-1 TAS 101 11/24/98 52-0191-3 TAS 101 02/23/99 Trinity ERD S44670.04.13-R2 Physical Properties 05/08/13 4235.05.05-1-R1 TAS 114 04/30/13 55820.03.07-R1 TAS 114 05/13/07 4213.09.00-R2 TAS 114 10/25/05 S 12420.02.10-2-R 1 ASTM D6083/TAS 114-H 04/02/10 S45850.10.13 Physical Properties 10/30/13 PRI Asphalt Technologies SOF-007-02-01 ASTM D6083 07/14/04 •• ••• . • • • • •• • •. . • . . .•• • .• ••• .• • • . •• • • • • • • • • • • • • •" • NA-NO 14-0115.02 MIAMIOADECOUNTY Expiration Date: 04/17/18 ••'• o ••. • • • • Aiaroyal Dytte: 04/03/14 Page 3 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 Deck Type 7: Recover Deck Description: Structural Concrete or Minimum 22 ga. steel deck with supports spaced maximum 6 ft. o.c. *The deck shall record a Minimum Characteristic Resistance Force(MCRF)of 420 lbf.when tested with Firestone All-Purpose fasteners installed through to the deck in accordance with TAS 105. System Type F(1): Mechanically attach existing roof,followed by Sealoflex System. Note: Substrate preparation shall be in accordance with applicable Building Code and RAS 117. Substrate: Existing smooth or granule surfaced BUR,granule surfaced SBS modified bitumen,EPDM single-ply,PVC single-ply,Hypalon single-ply or TPO single- ply roof system primed and/or treated as outlined below: Primer/Treatment: Existing Roof Primer Treatment BUR None Sealoflex Pink""at 80 ft'/gal Granule SBS Modified None Sealoflex Pink"at 80 ft'/gal Bitumen PVC None Sealoflex Pin 'at 80 ft'/gal EPDM EPDM Primer T"at Sealoflex Pink at 80 ft'/gal 250 ft'/gal Hypalon EPDM PrimerTm at Sealoflex Pink's at 80 ft2/gal 250 ft2/gal TPO EPDM Primer T'at Sealoflex Pink''at 80 ft2/gal 250 ft2/gal Attachment: Apply 12 x 12 inch sections of Sealoflex Pink'/Sealoflex Deck Fabric/ Sealoflex Pink per the attachment grid patterns noted below. Install OMG Heavy Duty fasteners and OMG Plastic Plates in the center of each 12 x 12 inch section. Membrane: Apply Sealoflex Pink'at 80 ft2/gal followed by Sealoflex Fabric"'or Sealoflex Deck Fabric with 3"overlaps followed by a saturation coat of Sealoflex Pink'at 80 ft2/gal and,upon drying,two coats of Sealoflex Finish Coati",at a combined rate of 70 ft'/gal. Surfacing: (Optional)Apply two coats of WearcoaC.at a combined rate of 90 ft2/gal. or CoraflexT" at a rate of 20 ftz/gal followed by two coats of WearcoatTat a combined rate of 90 ft2/gal. Maximum Design Pressure: Grid Pattern Density Maximum Design Pressure 24 x 24 inch grid 1 per 4 ft2 -52.5 psf(See General Limitation#7) .. ... . . . . . .. 18 x 18 inch grid 1 per 2.25 ft2 -90 psf(Se;General%Mi1'atZ)rC#j) • . • • • • • ••• . ••• • • 'PAA No.: 14+11tb15�92� %MIAMI-DADECOUNTYIE Expiration Date: 04/17/18 •• e ••. . Appr@vijl Q;jtje:04/03/14 ;.; ;PaCe 4 o?10 Deck Type 7: Recover Deck Description: Structural Concrete or Minimum 22 ga.steel deck with supports spaced maximum 6 ft.o.c. *The deck shall record a Minimum Characteristic Resistance Force(MCRF)of 405 Ibf.when tested with Firestone All-Purpose fasteners installed through to the deck in accordance with TAS 105. System Type F(2): Mechanically attach existing roof,followed by Sealoflex CT TM System. Note: Substrate preparation shall be in accordance with applicable Building Code and RAS 117. Substrate: Existing smooth or granule surfaced BUR,granule surfaced SBS modified bitumen,EPDM single-ply,PVC single-ply,Hypalon single-ply or TPO single- ply roof system primed and/or treated as outlined below: Primer/Treatment: Existing Roof Primer Treatment BUR None Sealoflex Pink*'at 80 ft2/gal Granule SBS Modified None Sealoflex Pink'at 80 ft'/gal Bitumen PVC None Sealoflex Pink'at 80 ft2/gal EPDM EPDM Primer"'at Sealoflex Pink®at 80 ft2/gal 250 ft2/gal Hypalon EPDM PrimerT`"at Sealoflex Pink'or CT Pink"' 250 ft2/gal at 80 ft'/gal TPO EPDM Primer"at Sealoflex Pink®at 80 ft /gal 250 ft2/gal Attachment: Apply 12 x 12 inch sections of Sealoflex Pink'/Sealoflex Fabric/Sealoflex Pink'per the attachment grid patterns noted below. Install OMG Heavy Duty fasteners and OMG Plastic Plates in the center of each 12 x 12 inch section. Membrane: Apply Sealoflex CT PinC at 60 ft2/gal followed by Sealoflex FabricT"with 3" overlaps followed by a saturation coat of Sealoflex CT Pink'at 60 ft2/gal and upon drying,two coats of Sealoflex CT TopT`"at a combined rate of 70 ft2/gal. Surfacing: (Optional) Apply two coats of WearcoatT"at a combined rate of 90 ft2/gal. or CoraflexT"at a rate of 20 ft2/gal followed by two coats of WearcoatT at a combined rate of 90 ft2/gal. Maximum Design Pressure: Grid Pattern Density Maximum Design Pressure 24 x 24 inch grid 1 per 4 ft2 -52.5 psf(See General Limitation#7) 18 x 18 inch grid 1 per 2.25 ft2 -90 psf(See General Limitation#7) .. ..t '.. '.' : . ..' : ... . ... . . V: . . • . 409go.: 14011302 MAMI-DADECOUNTYM Expiration Date: 04/17/18 e o ... Approval Date: 04/03/14 :Pa¢e 5 410 Deck Type 7: Recover Deck Description: Wood/Steel/Concrete/Lightweight Insulating Concrete/Cementitious Wood Fiber/Poured Gypsum System Type F(3): Sealoflex Gravel Roof Recovery System applied directly to existing roof cover. Note: Substrate preparation shall be in accordance with applicable Building Code and RAS 117. Flood Coat: Apply Sealoflex GRR Flood Coati"'to clean and dry substrate at a minimum rate of 10 gallons per 100 ft . Sufficient GRR Flood Coati"'shall be applied as to cover gravel and provide a smooth level surface. Allow for minimum 4 hour cure prior to continuing. Membrane: Apply Sealoflex Pink'at 80ft2/gal followed by Sealoflex FabriCTM with 3" overlaps followed by a saturation coat of Sealoflex Pin 'at 80ft2/gal and,upon drying, two coats of Sealoflex Finish Coati"'at a combined rate of 70 ftz/gal. Or Apply Sealoflex CT PinC at 60 ft'/gal followed by Sealoflex Fabric T"with 3" overlaps followed by a saturation coat of Sealoflex CT Pink at 60 ft`'/gal and upon drying,two coats of Sealoflex CT TopT"°at a combined rate of 70 W/gal. Surfacing: (Optional) Apply two coats of WearcoaC'at a combined rate of 90 ftZ/gal.or CoraflexT"'at a rate of 20 ftz/gal followed by two coats of Wearcoat"'M at a combined rate of 90 ft`/gal. Maximum Design -522.5 psf;For Sealoflex System (See General Limitation#9.) Pressure: -330 psf;For Sealoflex CT System (See General Limitation#9.) .. . . . . . . •.. ..' ••i • . . . . . •• • • ••• *00 • •• • . •1NDA No.: 14 0&i.?02 MIAM►•DADECOU Expiration Date: 04/17/18 • e ... . Apprpv#1 Qgte: 04/03/14 %: :Page 6 oh O ... . . . ... . Deck Type 7: Recover Deck Description: Wood/Steel/Concrete/Lightweight Insulating Concrete/Cementitious Wood Fiber/Poured Gypsum System Type F(4): Sealoflex system applied directly to existing fully adhered roof cover. Note: Substrate preparation shall be in accordance with applicable Building Code and RAS 117. Substrate: Existing,fully-adhered smooth or granule surfaced BUR,granule surfaced SBS modified bitumen,EPDM single-ply, PVC single-ply, Hypalon single-ply or TPO single-ply roof system primed and/or treated as outlined below: Primer/Treatment: Existing Roof Primer Treatment BUR None Sealoflex Pink®at 80 ft'/gal Granule SBS Modified None Sealoflex Pink''at 80 ft'/gal Bitumen PVC None Sealoflex Pink" at 80 ft2/gal EPDM EPDM PrimerT"'at Sealoflex PinV'at 80 ft'/gal 250 ft2/gal Hypalon EPDM Primer T"at Sealoflex Pink!at 80 ft2/gal 250 ft2/gal TPO EPDM Primer T'at Sealoflex Pink'at 80 ft2/gal 250 ft2/gal Membrane: Apply Sealoflex Pink"at 80 ftz/gal followed by Sealoflex Fabric T"with 3" overlaps followed by a saturation coat of Sealoflex Pink*at 80 ft2/gal and,upon drying,two coats of Sealoflex Finish CoatM at a combined rate of 70 ftz/gal. Surfacing: (Optional)Apply two coats of WearcoatT"at a combined rate of 90 ft2/gal. or CoraflexT'at a rate of 20 ftz/gal followed by two coats of WearcoatT"'at a combined rate of 90 ft'`/gal. Maximum Design Pressure: -262.5 psf;(See General Limitation#9.) Soo • •• • • • • ••• • • ••• 000 • •NO Ago.: IUJ1S.02 �M VDADE COUNTY Expiration Date: 04/17/18 f . . , A$prova l Date: 04/03/14 • �•� e7410 Deck Type 7: Recover Deck Description: Wood/Steel/Concrete/Lightweight Insulating Concrete/Cementitious Wood Fiber/Poured Gypsum System Type F(5): Sealoflex CTT"'system applied directly to existing fully adhered roof cover. Note: Substrate preparation shall be in accordance with applicable Building Code and RAS 117. Substrate: Existing,fully-adhered smooth or granule surfaced BUR,granule surfaced SBS modified bitumen, EPDM single-ply,PVC single-ply, Hypalon single-ply or TPO single-ply roof system primed and/or treated as outlined below: Primer/Treatment: Existing Roof Primer Treatment BUR None Sealoflex Pink'at 80 ft2/gal Granule SBS None Sealoflex PinV at 80 ft-/gal Modified bitumen PVC None Sealoflex Pink®at 80 ft2/gal EPDM EPDM PrimerT"' Sealoflex Pink'at 80 ft2/gal at 250 ft`/gal Hypalon EPDM PrimerT"' Sealoflex Pink'or CT PinkT"'at 80 at 250 ft`/gal ft'/gal TPO EPDM PrimerT"' Sealoflex Pink®at 80 ft2/gal at 250 ft2/gal Membrane: Apply Sealoflex CT Pinkrm at 60 ft2/gal followed by Sealoflex FabricT"'with 3" overlaps followed by a saturation coat of Sealoflex CT Pink T"at 60 ft2/gal and upon drying,two coats of Sealoflex CT TopT"'at a combined rate of 70 ft2/gal. Surfacing: (Optional) A 1 two coats of WearcoaC at a combined rate of 90 ft2/gal or CoraflexT"'at a rate of 20 ftz/gal followed by two coats of WearcoatT"'at a combined rate of 90 ft'/gal. Maximum Design Pressure: -262.5 psf,(See General Limitation#9.) • •• • • • • ••• • • ••• • ••• • • • •• ;4*A•N00.: 14;41.1 hivaMi•®r�ecounmr Expiration Date: 04/17/18 • e .•• ApprQva�l D ate: 04/03/14 • Pae 8 o110 • • • • • • • • • • Deck Type 7: Recover Deck Description: Wood/Steel/Concrete/Lightweight Insulating Concrete/Cementitious Wood Fiber/Poured Gypsum System Type F(6): Sealoflex System applied directly to existing spray applied polyurethane foam. Substrate: Existing spray applied polyurethane foam All General Limitations Apply Preparation: The surface shall be clean, sound and dry prior to application of Sealoflex coating. All surface preparation shall be in compliance with the coating manufacturer's published application instructions and current Miami-Dade Product Control Notice of Acceptance. Membrane: Apply Sealoflex PinV' at 80 ftz/gal followed by Sealoflex FabricTMwith 3" overlaps followed by a saturation coat of Sealoflex Pink® at 80 ftZ/gal and, upon drying,two coats of Sealoflex Finish Coat",at a combined rate of 70 ft2/gal. Surfacing: (Optional) Apply two coats of WearcoaC at a combined rate of 90 fc/gal. or CorafleX at a rate of 20 ftz/gal followed by two coats of WearcoatTm at a combined rate of 90 ft'/gal. Maximum Design Pressure: (As determined by TAS 124) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . NAA No.: 14-0115.02 M1AMI•DADE COUNTY Expiration Date: 04/17/18 o e ... . . . . ... .Approval Date: 04/03/14 :.: Page 9 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x T maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c., or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 Ibf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEMANCE : : .•• . .. . . . . %: . .. ... .. . : : . . . . . . . . . . • • ••• • ••' NAA No.: 14-0115.02 rr�4hti•waoecout�ry Expiration Date: 04/17/18 • ® • • •:• :Appsoval Date: 04/03/14 . ... • : : Page 10 of 10 TM Waterproofing Systems Sealoflex CT MIAMF M Rubber Based Waterproofing System Description The Sealoflex CT SystemTM consists of Sealoflex CT PinkT"",Sealolflex FabricTm and Sealoflex CT TopTM. , These components form a fully adhered � M r x, s 3 .�. , monolithic,single ply membrane for roof and walls which displays good UV, ozone and ponding water resistance. Uses Sealoflex CTTm is used: • As flat or low slope roof waterproofing Ai • For flashings and parapet walls _ • For sealing of metal roofs,over fasteners,seams and penetration flashings Priming Application • As a waterproof liner for box gutters • As a waterproof underlayment for Fully-Adhered EPDM. TPO and Apply a moderate"base coat"of tiled decks and plaza decks HWalon0. No priming is necessary. Sealoflex CT PinkTM to the prepared TM • As a waterproof liner for fountains Chalky Surfaces and Many Painted area and embed the Fabri Sealoflex F i and planters Surfaces Prime with Sealobond into Sealoflex Deck FabriCTM)directly • As a below grade waterproofer for Primer TM. into the wet coating,using a clean dry positive pressure heads brush to firmly embed the fabric. Make Aluminum Copper Galvanized Steel sure no bubbles or wrinkles occur in • As a vapor barrier KvnafO. Prime with Sealoflex Metal the fabric. Allow to dry until the fabric is • As a waterproof liner for ponds Etch PrimerTm. firmly adhered in position.Follow with a using Sealoflex CT Pond GradeTM Unprotected iron.Steel and Rusted "saturation coat"of Sealoflex CT PinkTM Advantages Metal. First treat with Rust-X 2020TM to fully saturate the fabric from above. then prime with Sealoflex Metal Etch Allow to dry. Overlap of adjacent runs Sealoflex CTTm displays the following PrimerTM. of fabric must be 3': When the entire advantages: area has been treated in this way,apply Mechanically Fastened EPDM: Prime 2 coats of Sealoflex CT TopT"^ • Ultraviolet and ozone resistant with Sealoflex EPDM PrimerTm then • Highly elastic apply one coat of Sealoflex waterbased Note:Plywood,insulation and other • Fast curing and may be applied at Pink®or prime with EP1 PrimerTm. recovery boards must be treated with low temperatures Unpainted Wood Surfaces: Prime CT PinkTm/6"Fabric/CT PinkTM over all • Excellent low temperature flexibility with Sealobond PrimerTm or Sealoflex joints. • Adheres to most roof or wall Waterbased Pink®. Coverage substrates Concrete.Masonry: • Ponding water resistant Above grade or On grade: Sealoflex CT PinkTm • Excellent mildew/algae resistance Prime with Dampseal 101 TM,Sealoment 25-30 sq.ftJgallon(Total for base and • Acid and alkali resistance PIusTM or Sealobond Primefrm. saturation coats) • Dade County,Florida approved In certain conditions,prime with Sealoflex CT ToprM • CRRC rated Sealoment PIusTM then Darapseai 401.Tmv ?0�J$aIIo*i(total for both coats) Color Below Grade. On grade�Cellir••; ;S40VLJg y'CT gond Grader"' Sealoflex CT PinkTM-Pink Liahtweiaht Concrete: Priv wn a •+; *Vs*JZaI pp Jtotal for both eats) Sealoflex CT TopTA°-White Sealoment PIusTM,Dampseal 101 TM,or Coverage varies based on substrate Sealoflex CT Pond GradeTM-Black both depending on conditions. g Bituminous.Asphalt. dam 8P•PVC: +•. Mounts oosity f teasad on optimum Instructions for Use • � . ; ! Apply one coat of Sea:Alx Pik®! ♦ es ubstrates and Anditions. Surface Preparation Allow to dry throughly befpre Jontinuip8• • ••• • Surfaces must be clean and free of dust, with the CT SysternTM. loosely adhering particles,oil and grease. CONTINUED ON NEXT PAGE Surfaces must be completely dry prior to •+• • • • • ••+ • • application of all Sealoflex CTTm products. • • • ••• • • • • •• •• • • • •• •• SEALOFLEX INC. CORPORATE OFFICES SALES OFFICE Waterproofing Systems 2520 Oscar Johnson Drive CHARLESTON,SC LIMITED WARRANTY Charleston,SC 29405 HAMBURG,GERMANY Sealoflex warrants its products to be free of manufacturing defects and they will meet Tel: (843)554-6466 CANTERBURY, KENT,U.K. Sealoflex's current published physical properties when applied in accordance with (800)770-6466 Sealoflex's directions.There are no other warranties by Sealoflex of any nature whatsoever, expressed or implied,including any warranty of merchantability of fitness for a particular Fax: (843)554-6458 purpose in connection with this product Sealoflex Inc.shall not be liable for damages of Website:www.sealoflex.com any sort,Including remote or consequential damages,resulting from any claimed breach of any warranty whether expressed or Implied,including any warranty of merchantability of E-mail:info@sealoflex.com filnessfor aparticular purpose orfrom arry other cause whatsoever. FEBRUARY 2013 Important Notes Precautions • CT PinkTM and CT FibreSealTM must Read the MSDS on Sealoflex CTTIA WARNING! be overcoated with CT TopTM. They carefully before application. Avoid DO NOT plunge,submerge,dip,etc. are not a stand alone coatings. contact with eyes and skin. If eyes applicator tools(rollers,brushes, Refer to the Sealoflex®CT PinkTM, become contaminated flush with water etc.)into CTTm Buckets due to static Sealoflex CT TopTM and Sealoflex for at least 15 minutes. If ingested do electricity buildup. Sparks/Fire may CT FibreSealTM product pages. not induce vomiting and seek medical result. Always pour CTTM products • Prior to application of each coat attention immediately. Use only in well rom the container onto the substrate. of Sealoflex CTTM,always ensure ventilated areas and avoid inhaling the surface is completely dry. vapors. Avoid contact with static CTTM PRODUCTS ARE FLAMMABLE. electricity,contact with sparks,open Application Electrostatic charge may pp of CTTM products on flame,motors and heat as Sealoflex damp or wet surfaces will result in CTTM is FLAMMABLE. acculmulate and create a hazardous blistering. condition when handling or applying • If metal pan is used for concrete form, CTTM Products. the metal must be vented. If between- ALWAYS USE PROPER slab membrane exists,surface GROUNDING PROCEDURES. breather vents are required. (Number of vents to be determined by others.) ALWAYS HAVE CO,FIRE • DO NOT use Sealoflex Deck EXTINGUISHER WITHIN FabricTM with CTTM products;always IMMEDIATE REACH OF THE use Sealoflex(regular)FabricTM. APPLICATION AREA. • DO NOT use the Sealolflex CT Technical Data SystemTM in ponding conditions without Sealoflex FabricTM or CT Type Reinforced Synthetic Rubber FibreSealTM. Shelf Life and Storage Conditions: 12 months if unopened&stored • Determine if a primer is needed, between+40`F&90°F and/or which primer is best for the application. Please refer to the Pull Application Temperature: +32°F to 105°F(Ambient)and Test Procedure on the back of the +32°F to 130°F(Surface) Primer Chart. Drying Time(Touch Dry): 1 hour at 77°F and 50%RH • Thoroughly stir the product before use. When using a mechanical Full Cure: 7 days mixer,do not over agitate. Over Total System Thickness: 40 mils dft agitating will add air into the product, creating bubbles. System Weight: 0.30 lb./sq.ft. • After mixing,allow product to sit Water Vapor Transmission Rate: 6.3 x 10.3 grains/ft2/hr at 45 mils dit 5-10 minutes to allow trapped air to (ASTM E96) evacuate container to protect against product pinholes when applied. Elongation(ASTM D412): 61%(reinforced) 600%(unreinforced) Cleaning Tensile Strength(ASTM D412): 3,109 psi(Reinforced) Sealoflex CTTM can be dissolved with mineral spirits. Solar Reflectance: ThermalEmittance: .. . 9�.• • • • .. Fish and Aquatic Ponds Packaging: 1 gal and 5 gal metal containers Follow all surface preparation,priming and application instructions as described %. : IMPbR'TANT NO'rd. kways check above. For this and/or related products,please. *oer weLsite*vwvw.searoflex.com to The final 2 coats of CTTM must be refer to individual product data shgets' determine if the printed literature Sealoflex CT Pond GradeTM (Black). System Application Guides, Products you are reading is the most current Do Not use Sealoflex CT TopTM for this MSDS,Primer Chart,Fabric Cham.., VO old av;*alVe. S application. . . . • • • . . . . TM Ifflearcoat Waterproofing Systems Abrasion Resistant Deck, Floor, Wall and Maintenance Coating Description WearcoatTm is a flat waterbased emulsion floor,wall and maintenance coating displaying abrasion resistance and excellent adhesion characteristics. F WearcoatTm is available in smooth or in a non-skid version containing aggregate. WearcoatTm Clear is a glossy,transparent ` durable coating also displaying abrasion resistance and excellent adhesion c characteristics. J O 1 Uses =; WearcoatTm is designed for use y in commercial and residential x environments as a coating over wood, concrete and steel substrates. Typical ical � applications are: i • Decks and balconies • Concrete pathways,pool surrounds Wearcoat over Concrete-Miami,FL and boardwalks Instructions for Use Application • Wall coatings in hospitals,clinics Surface Preparation WearcoatTm may be applied over the and schools All surfaces must be clean,dry and complete Sealoflex®waterproof system • Mechanical rooms if waterproofing is desired. Apply flee from oil,dirt,grease or loosely • Structural steel and wrought adhering particles. Concrete must be WearcoatTm only after the Sealoflex® ironwork free of laitance and steel surfaces free of System is fully cured(7 days). scale and rust. This can be achieved by WearcoatT""may be applied by brush Advarrtges sandblasting,wetblasting,or grinding. or nap roller to achieve a smooth finish. Never prepare concrete surfaces by acid Always apply 2 coats of WearcoatTm. • Forms a tough film etching as this weakens the surface. Different textures can be achieved by: SealopatchTm and/or CorabaseTm may be . Using aggregate filled WearcoatTm • Good chemical resistance used to repair uneven or marred concrete • with a medium nap rollerform a Good abrasion resistance surfaces. high performance non-skid finish. • Dries quickly to give early"walk on ability Priming • Broadcasting with silica sand. This can only be done in small • Colored WearcoatTm can be applied Masonry and concrete surfaces: Prime manageable areas and is very as a non-skid finish if required with Dampseal 101TM,Sealoment effective for high traffic areas or (Clear WearcoatTm is not available PIusTA°or Sealobond Primerrm. areas of high abrasion,e.g.stair in non-skid) Unprotected steel surfaces:Prime treads and entryways.Mask off • Waterbased for easy clean up of with one coat of Rust-X 2020Tm on the area to be treated. Apply an equipment previously rusted surfaces and one r►oat•4 . even,jieayy goat gtWearcoatTm • Easy to recoat damaged or worn of Metal Etch PrimerTm. ; ; •;$thp spe§ifijaipa. Immediately places in areas of excessive traffic Wood:Apply 1 coat of Sealoflex Pink*• at • • broadcestroaith thasilica sand (e.g. • ce* ng is completely g;ac1e•65)aniil 100 sq.ft./gal. Colors covered with the sand. Allow to dry. Sweep or vacuum away WearcoatTm is available in a variety of • • .VcM:;and. Agply 2liberal coat ••• • a at colors. Refer to the Sealoflex® •Color • • .of�e !� TM•to fTis . These Selection Guide. WearcoatTm is also areas vnll be ce0 y thicker available in clear gloss. Van the surro'Xiding coating and will withstand more wear. ... • • . • .•• • . . .. .. . . • •. .. SEALOFLEX INC. .� CORPORATE OFFICES SALES OFFICE Waterprooting Systems 2520 Oscar Johnson Drive CHARLESTON,SC MY Charleston,SC 29405 HAMBURG,GERMANY LIMITEDwarts it Sealoflex warrants its products to be free of manufacturing defects and they will meet Tel: (843)554-6466 CANTERBURY, KENT, U.K. Sealoflex's current published physical properties when applied in accordance with (800)770-6466 Sealonex's directions.There are no other warranties by Sealoflex of arty nature whatsoever, expressed or implied,including arty warranty of merchantability of fitness for a particular Fax: (843)554-6458 purpose in connaction with this product Sealoflex Inc.shelf not be liable for damages of Website:www.sealoflex.com any sort,including remote or consequential damages,resulting from any claimed breach of any warranty whether expressed or implied,including any warranty of merchantability of E-mail: info@sealoflex.com fitness for a particular purpose or from any other cause whatsoever. JULY 2013 • Clear WearcoatTm is applied over the Technical Data colored WearcoatTA4 or Coraflex"m surface by brush,roller or sprayer at 'Type Acrylic Copolymer 150 sq.ft./gal. (total for both coats) • Clear WearcoatTm provides a glossy Shelf Life and Storage Conditions 12 months if unopened&stored between finish which facilitates ease of 40°F&90"F cleaning Do NotAllow To Freeze Application Temperature +50°F to 105°F(Ambient)and Coverage +50°F to 130'F(Surface) Sealoment PlusTm: 250 sq.ft./50 Ib. Full Cure 7 days Sealobond PrimerTm: 250 sq.ft./gal. System Weight 0.30 Ib./ft2 Metal Etch PrimerTm: 250 sq.ft./gal. Clear WearcoatTm: 150 sq.ft./gal. Water Vapor Permeance 0.8 perms at 20 mils thickness (total for both coats) (ASTM E96) Colored WearcoatTm: 90 sq.ft./gal. Density 11.3 Ib./gal. (total for both coats) Rust X-2020m: 600 sq.ft./gal. Packaging 1 and 5 gal.pails,55 gal.drums Note: Coverage of 90 sq.ft./gal.will produce 9 mils of dry film thickness. Important Notes \ tt • Determine if a primer is needed, and/or which primer is best for the application. Please refer to the Pull Test Procedure on the back of the Primer Chart. Thoroughly stir the product before use. When using a mechanical `\ mixer,do not over agitate Over agitating will add air into the product, 3 creating bubbles. "£ Slight color variations between batch Fr;; .Usx numbers can occur. Blend materials I � r to ensure color consistency. After mixing,allow product to sit " 2 5-10 minutes to allow trapped air to evacuate container to protect against raP ; & product pinholes when applied. 3 4 ^kY Cleaning Clean tools and equipment with water. Cured WearcoatTm may be removed with mineral spirits. Nw - • • • • *00 Is • • • • ••Ftlr t�is�U/j rglateftroducts,please g Ery` •• •• refer to indlvl ual product data sheets, System Application Guides, Products ` • ;; .• MSAS,Pjil;ner Chajt, Fgbric Chart. • • • • . • Is • •III8WORIANS N®hEt Always check omi website,wwwtsealoflex.com to determine if the printed literature you prp,re,;j$ing is toe most current C Wearcoat Deck,Miami Beach, FL ; ; vPrsMav$Ilatde. ; • • • • • • • • ��t�►s c�N .. . . . . . ... .. •• • • • •• ••• •• • • ••• Y . • • ••• •• •• • • • •• .. • Miami Shores Village - _ 79D- Building DBuilding Department MAY 01 201Q 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. PERMIT APPLICATIO Sub Permit No.RF-12-13-2796 ❑BUILDING ❑ELECTRIC ® ROOFING •REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS [-] CHANGE ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 361 NE 97th Street, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-5760 Is the Building Historically Designated:Yes NO Occupancy Type: Load: gConstruction Type: Flood Zone: BFE: 2 FFE: OWNER:Name(Fee Simple Titleholder): Phone#: l 3(? Address: `' `' 1 ,, _ 7 City: h �3 Stater-- Zip: Tenant/Lessee Name: Phone#: Email: - CONTRACTOR:Company Name: �'*' �- ', Phone#: 7 3 s- Address: J 2�=� 'T-v n. City: W---1 -&14-,o ZS State: �-- Zip: Qualifier Name: i Phone#: ?)OS) J. _7) State Certification or Registration#: CCC-\r� 2-1-1(Lf Certific e t Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑Addition ❑ Alteration ❑New ❑ Repair/Replace ❑Demolition Description of Work: U` l T®y2 Q-(�\cgLG T DA► 'q-�' `1 W4 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved d o reinspection fee will be charged. Signature Signature Owne o Ag t Contractor The foregoing instrument was acknowledged before me this 1 st The foregoing instrument was ackn`o ledged before me thisL da Samuel Fleischer day of Q 20t 61' by '� �� . r�is=personallyknown whor who has produced is ersonally known tome or who has produced 3/ As identification and who did take an q*h as identification and who did take an oath. NOTARY PUBLIC: N ARY PUBLIC: Sign: Sign: Print: Kara og ter ...�....., . KANCIN HUGGIERO Public state of Florida My Commission Expires: (• •i MY COMMISSION#FF001475 My Commis ef' s:Noteuy Fa((ciono Joanna M °•.', Ro?.. EXPIRES March 25.2017 �y��nmisslon 1 082753(407)39"153 FloridallotaryServlcexam �x�res01f1212018 APPROVED BY Plans Examiner Zoning Structural Revieec. Clerk (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)