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RF-13-324w Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 192970 Scheduled Inspection Date: June 07, 2013 Inspector: Rodriguez, Jorge Owner: SFARA, VERONIQUE Job Address: 1080 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ACA CONSTRUCTION INC Permit Number: RF -2 -13 -324 Permit Type: Roof Inspection Type: Work Classification: Flat Phone Number (305)799 -2006 Parcel Number 1122320280090 Phone: (305)788 -8914 sunmmg uepartment comments WATER PROOFING TREATMENT IN UPPER TERRACE I Infraetio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 07, 2013 For Inspections please call: (305)762 -4949 Page 24 of 24 1 Tremco Incorporalerd WWWAremcosealants com DATE: June 6, 2013 PROJECT: 1080 NE 105 ST, Surfside, FL CONTRACTOR: Johnson's Group LOCATION: Surfside, FL Z11 t # Cammerslel Sulam & rproaftal Jeff "J.B." Snyder, Jr. Regional Field Representative Tremco Technical Solutions P 561 - 232 -7430 We reviewed the completed installation of the Tremco deck coating materials at the above location(s). Contractor installed Vulkem Waterproofing system. The materials appeared to be properly applied. Please contact me with any questions or concerns. Kind Regards, Jeff ".7 aL "Snyder Jeff "J.B " Snyder, Jr. Technical Solutions Regional Field manager Tremco Commercial Sealants and Waterproofing jsnyder@tremcoinc.com Sustainable Building n,cam�,y S ®luflions 7b -o,?I? Miami Shores illage Building Department Fv, �� ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 o�S ?mil iVFLLs FBC 20 U ING Permiff PERMIT APPLICATION Master Permit No"))) ��L -v2• Permit Type: BUILDING ROOFING JOB ADDRESS: M Mc. l ®s � ! City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Address: Lv J=� % t) o --.? t, City: Y 1 0-K-A , sk® reS State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: a C CD ad- 1� 1 rL e:- v Phone#- J ggG 5, Address: %S2 '50 Ge' Z r` �� i 0.f7� � ffj City: t -?- Qualifier Name 1 C 2 fie ? ®.S , 4;0 7 -S- e3� State Certification or Registration #: C C C / 3 Z k,� , E Certificate of Competency #: Contact Phone #: 0'©7- Tr- 3 5-' Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Wo•i for this Permit: $ S) Square/Linear Footage of Work: Type of Work: OAddition OAlteration New /�__ __/n� ORepair/Replace ODemolition Description of Work: I d g®� 61a �� lea 1'Y�^�I w 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 Mortgage Lender's Name (if applicable) Mortgage Lender's Address zip 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 fir f4F first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature G:G Signature O*n6r'or Agent Contractor The foregoing instrument was acknowledged before me this day of A -� , 20 !%, by rN t C11C.J�L who ' Wally kno me or who has wbl ?uced�.,�_ As identification a&hd'd-si takei,%ea�a ate: NOTARY PUBLIC: Sign: Print: My Commission Expires The foregoing instrument was acknowledged before me this day of k a rte, 20 13 , by ir" z. who is personally known to me or who has prod Q Os N trdas identification and who take an oath. `"• = NOTARY PUBLIC: My Commission Expires: APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (R.vised "./2012)(RMsed 3/12/2012) XRevised 06 /10/2009XRevised 3 /15 /09xRevised 7/10/2007) 02/25/2013 13:52 HEMISPHERE INSURANCE 3055539010 N0.172 #001 CERTIFICATE OF LIABILITY INSURANCE DATEIMMIDDIYYYYI 02/25/13 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 1fdSURED, !ha policy(ins) trlucll tn; eYaGtrrsetl. If SUBROGATION IS WAIVED, guplect to the terms and conditions of the policy, certain policies may roquim an andorsemant. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement($). PRODUCER Hemisphere Insurance Group 11401 SW 40 St Ste 340 Miami. FL 33165 Phona (305) 501 -2801 Fax (305)553 -SDI0 INSURED ACCORD ROOFING & CONSTRUCTION CORP 15250 SSW 23 ST MIAMI, FL 33175 INSURERS) AFFORDING COVERAGE INSURER A : ENDURANCE AMERICAN SPECIALTY INS INSURER e: INSURER D: 553 -9010 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: n ANYALrro n ALLLOS OWNED n SCHEDULED I I AUTOS INO HIRFn AUTOS, THIS 13 TO CERTIFY THAT THE POLICIES OF INSUf ANCE LISTED BELONII 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 THEE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED 13Y PAID CLAW. IrMI"N 81NOLE LIMIT . -__ . t3(ILJI.Y INJURY (Flaw pmmn) 14LX IU Y INJI URY {Par arridant) r �FtCN �6FR I Y n AMA4t socice INSR TYPEOP INSURANCE ADD INSR a WVD POLICY NUMBER MLLCCEE) PLTR, YYYY • •- , LIMITS § GENERALUAMLITY ❑ UMBRELLA LUIS ❑ OCOJR ❑ EXCESS LIAR ❑ CLAIM-0-MADE NIA i I I _ EACH OCCURRENCE S 1,QOO,ODO,LID WORKERS COMPENSATION AND EMPLOYERS LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTWE OFFICERIMEMBEREXCLUDM" I (Myandatory in NN) DESCRI�f'SI N OFOr'ERATK)NS trelohv COMMF_Nt:IAL GENERAL LIABI ITY `d 9..�...�. .._. 3 E.I. nit�?ARF. FA FtflP7 r1YF E.L. DISEASE - POLICY LIMIT DAMAGE TO RENTED PREMISES IEe axurrence - s 1 Q0,000.00 A I '' V U CLAIMt►A1ADE '4� OtTCUR 1212070 • IVIED MCP (Any ona pent —) s 00 72!27!2(}12 12/27/2013 PERSONAL A ADY INJURY _5,000 IG » GENERAL AGGREGATE 3 2.000,000.00 GFN'I AGGREGATE LIMIT APPLIES PMZ. ❑ POLICY ❑ PRA ❑ LOX: PRODUCTS • COMPKIP AGG S 1,000,0OO.OD . » AUTOMOBILELIA�LITY 5 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Addltlellal Reme" Sohesule, [f more "ace 15 raquire(l) CITY OF MIAMI SHORES 10050 NE 2 AY Mlaml Shores Village 33136 FAX 305 -768 -8872 ACORD 25 (2010105) OF 91401JLD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE j THE EXPIRATION DATE THEREOF, NOTICE tMLL BE DELIVERED IN ACCORDANCE VLgTH THE POLICY PROVISIONS. i i AUTHOMMDREPRESENTATiVE I 01888 -2010 ACORD CORPORATION. All rights reserved. The ACORD Dame and logo are registered marks of ACORD n ANYALrro n ALLLOS OWNED n SCHEDULED I I AUTOS INO HIRFn AUTOS, I IrMI"N 81NOLE LIMIT . -__ . t3(ILJI.Y INJURY (Flaw pmmn) 14LX IU Y INJI URY {Par arridant) r �FtCN �6FR I Y n AMA4t socice S S S 5 _ I § j .._ ❑ UMBRELLA LUIS ❑ OCOJR ❑ EXCESS LIAR ❑ CLAIM-0-MADE NIA i I I _ EACH4 OCCJRRENC6 ACIGRFaATE I I W(:.Tr AT11- I ' I OTH. $ $ _ s " n DED n RIFTF.NTIONS WORKERS COMPENSATION AND EMPLOYERS LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTWE OFFICERIMEMBEREXCLUDM" I (Myandatory in NN) DESCRI�f'SI N OFOr'ERATK)NS trelohv t L tAt:H Mit.TUtNi `d 9..�...�. .._. 3 E.I. nit�?ARF. FA FtflP7 r1YF E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Addltlellal Reme" Sohesule, [f more "ace 15 raquire(l) CITY OF MIAMI SHORES 10050 NE 2 AY Mlaml Shores Village 33136 FAX 305 -768 -8872 ACORD 25 (2010105) OF 91401JLD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE j THE EXPIRATION DATE THEREOF, NOTICE tMLL BE DELIVERED IN ACCORDANCE VLgTH THE POLICY PROVISIONS. i i AUTHOMMDREPRESENTATiVE I 01888 -2010 ACORD CORPORATION. All rights reserved. The ACORD Dame and logo are registered marks of ACORD Miami shores V Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: 11 1P , 7 ,? DATE: t-2 =z z - G'� a ontractor • Owner • Architect. Picked up 2 sets of plans and (other) Address: IuP— Trr,L�?' Ar��' �G� v•re From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 February 20, 2013 Permit No: RF13 -324 Building Critique 1. Permit package does not make any sense. Section C identifies a modified Bit over a wood deck. Please submit a corrected and completed high Velocity roofing application. Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. RE: Permit # (-(�" 1 �> - 3 J � Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: I R I (-A9D Q 5 670yy®e- licensed as a (n) Contractor / Engineer / Architect, (Print name and drde Ucerse Type) FS 468 Building Inspector License #: e—' C- C- 13 '?" e 6 --)- ('.' On or about .5/2 213 ,1 did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at /090 /V F7- AU ; T v""L 33 139 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this day of '— i� �w�n+�nww�nnnr Notary Public, Sate of Florida at Large LUJMAMARE APATO MYCOMMMMMIPWOMW MMBS: NW& 11.2011 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspeetfon Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S ,AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date:. 2 Z ®-3 10050 NE 2^d Ave Miami Shores, Fl 33138 Re: Owner's Name: VC2 VV N 1 Q 0 C FA rL A- Property Address: l0 60 ti�- l05 � 7— A4i4m i SLW fos F^L 3 3 13 U Roofing Permit Number. 4 c-, 13 — 3,)-14 Dear Building Official: I (le yr a i avc s certify that I am not required to retrofit the roof to wall connections of my e building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach P roof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of D I� ULIANA MARIE LA PA70 Notary Public, Sate of Florida at Large '"'r`SSI0°ip' • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed vrith FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to wan connecdon Hurricane Mltlgation. 0-A-d - AMA PYM 2� Property Information: Current Previous Folio 11- 2232 -028 -0090 2011 Property Address 1080 NE 105 ST Exemption/Taxable Owner Name(s) VERONIQUE LESTRADE SFARA $01$373,588 Mailing Address 1080 NE 105 ST MIAMI SHORES FL 33138- $0/$373,588 Primary Zone 1100 SGL FAMILY - 2301 -2500 SO $0/$373,588 Use Code 0001 RESIDENTIAL - SINGI E FAMILY $0 /$373,588 Beds/Baths/Half 312/0 Amount Floors 1 6/2011 Living Units 1 Corrective deed, quit claim deed, Ad). Sq. Footage 2,304 Lot Size 11,250 SO FT Year Built 1954 Legal Description MIAMI SHORES ESTATES PB 47 -58 LOT 9 BLK 1 LOT SIZE 75.000 X 150 CDC 24270 -2538 05 2005 5 OR 27971-34310611 11 minimum rate prescribed under Assessment Information: Current Previous Year 2012 2011 ownership where no doc stamps Land Value $244,960 $163,306 Building Value $191,286 $210,282 Market Value $436,246 $373,588 Assessed Value $436,246 $373,588 Exemption Information: $500,000 27724 -3103 Current Previous Year 2012 2011 examination of the deed Homestead $25,000 26918 -3542 $0 2nd Homestead $25,000 $0 Senior $0 $0 Veteran Disability 1 $0 24270 -2538 $0 Civilian Disability $0 $0 Mndow(er) $0 $0 Disclaimer: Page 1 of 1 u 1 EIIIIII&I Mll iJ_xKr11W OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Canters Property Approlser Aerial Photogrephy 2012 H Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 /$386,246 $01$373,588 School Board $25,000/$411,246 $0/$373,588 City $50,000/$386,246 $0/$373,588 Regional 1 $50,000/$386,246 $0 /$373,588 Sale Information: Date Amount OR Book -Page Qualification Code 6/2011 $100 27971 -3431 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. 6/2011 $500,000 27724 -3103 Sales qualified as a result of examination of the deed 5/2009 $20,500 26918 -3542 Transaction Involving affiliated parties (family, corporate, business, landlord- tenant). 5/2005 $0 24270 -2538 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or Implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this Information may not reflect the data currently on fife at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the Information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any Information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.govAnfb /disclaimer.asp. Property Information inquiries, comments, and suggestions email: pawebmailgmiamidade.gov GIS Inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Tue May 7 2013 http: // gisweb. miamidade .gov /PropertySearcb/printMap.htm 5/7/2013 C. David Morton & Associates Lic. No. AA0002441 ' ARCHITECTS/PLANNERS /CONSTRUCTION ADMINISTRA MRS -- °- ° -` ° °° )4' 3- 4 C. David Morton, AK NCARB Florida Lic. No. AR0005039 Architect North Carolina Lic. No. 8091 2 January 2013 Mr. Norman Bruhn, Building Official — Miami Shores Village 10050 Northeast Second Avenue Miami Shores, Florida 33138 Re: Single Family Residence at 1080 N. E. 10e Street Permit No. 2142 Owner: Veronique Lestrade Dear Mr. Bruhn: Please be advised that I have reviewed the manufacturer's data for the Tremco Vulkem 350 that has been submitted as an alternate to the Sonnobome 5000 that I specified for the rear Upper Terrace slab waterproofing. This product is an acceptable alternate, and is hereby approved for use on the referenced project Please feel free to contact me with any questions at the phone shown below. Thank you for your cooperation. s C. David Morton,_AIA, Architect Fla. Reg. No. AR0005039 (Impress seal a plied) 2 January 2013 7438 -B Southwest 4e Street Mimi, Florida 33155 305 -753- 1798 305-740 -0728 (FAX) cdmorton(ftel (south. net i ROOF ASSEMMLiES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. I I a 21112- Process No. Pr—" 13 '� 1 Contractor's Name /- �-GGv� e� j%pp� »7 'C •tip! C. Job Address /0 S%. 0 res 3 '4'_�.. ope I] Mechanically Fastened Tile 0 MortaMAdh Asp c 0 Metal Panel/Shingles E3 Wood Shim hin ❑ Prescriptive BUR -RAS 160 ROOF TYPE 0 Reroofing 13 Recovering O Repair O ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 4SSection R (Roof R, Sketch Roof Plan: illustra ! all levels and sections, roof drains, scuppers, overflow scuppers a include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zo parapets. FLORIDA BUILDING CODE — BUILDING r i r r C is c LW J a '� z w a z Q U O C) z w � w CO Q ROOF ASSEMBLIES AND ROOFTOP STRUCTIM Florida Building Cods EdHfon 2007 High- Vetoolgr Hurricam Zone Ueftm Permit Application Form. SWW0n C (LOW SUM AoD{hsatt W Surfacing: �" � � L Fill In spuds goof assembly components and Identify mam9ftlurer Fastener Spacing for AnchodBase Sheet Attachments (S a component Is not used, ideri ft as "NA ") I System Manufacturer. -TgEM ( o l A!G . .._ Field: _ Product Approval No.: o�sign 1Nind Puvtssu ro� S 128 o al+euiagons: PrnaxIN Pmax3'~ Max. Design Pressure. from the soni is P d i Approval eyetem. , Dock' ►� G V �e T �'– t3augelflickness: /1 j S I/ te: + / AnchorJBase Suet a No. of Ply(s): Ii/ Comer. Number "ot i ;4z Board: Comer Illustrate Components Noted and Wills as Applicable: Woodblocking, Gutter, Edge Temmnatlon, Stro tog, Flashing, continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Anc Sheet FasltenerfSonding Material: A Insulation Base Layer. Base Msulation Size and Thickness: vin /►rcC7 B�etl ttlation Fastener/Bonding Material: Top Insulation Layer. t-'11 Top insulation Siule and Thickness: LA Top Insulation Foatener/Sonding Material: ►e[/ A/ Base ShesSet) 8 No. of Ply(a): Base Sheet FasteneriBonding Material: /v / I Ply qs) & No, bf Ply(s): �UlkcNi 350 Ply S II � ndinB Materlal:�� Top Ply, Top Ply a !=ding ding Material: nerteon 1 fn FLORIDA BUILDING COOS— BUILDING Mean Roof Height APPROVED APPLICATOR WE CERTIFY THAT JOHNSON'S GROUP PAINTING, INC. 18232 SW 144th Court, Miami, FL 33177 has had experience In the application of Tremco's Pedestrian Deck Coatings (Vulkem 350NF) (Less than 2,000 Sq. FL Application — Inspections Required) Valid July 2, 2012 through July 2, 2013 TREMCO INCORPORATED Commercial Sealants & Waterproofing Mike Buchholz, Regional Manager a,FeMc L MAW BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tremeo, Inc. 3735 Green Road Beachwood, OH 44122 MIAMI- -DAD19 COUNTY, FLORIDA ME' O-DADB FLAGLBR BUILDING 148 WEST FLAGLER STREET, SUITE 1603 MIAM% FLORIDA 33134 -1563 (305) 375 -2901 FAX (305) 375 -2909 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION �350 60NF/950NF/951NF 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. TERKWATION 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. Farilure 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 new NOA consists of pages 1 through 5. The submitted documentation was reviewed by Jorge L. A NOA No.: 08-0723.02 Expiration Date: 02!10/15 Approval Date: 02/10/10 Page 1 of 5 ROOFING SYSTEM APPR AL Catego Roofiing Sub:Categorw Waterproofing MV_Wal: Polyurethane re .465 psf / TRADE NAMES OF PRf1DUC P�g trine Dimensions Vulkem@ 350 Available in 5. and 55 gallons VulkemM 360NF Available in 5 gallon pails 1&.NUFACT1 Test Spad eatiou ASTM C 836 ASTM C 957 FRED OR LABELED BY APPLICAN7f': Product Description One pars, self - leveling polyurethane base coat urethane waterproofing membrane. Low order, VOC compliant, two part water - cured, rapid setting polyurethane basecoat. VulkemO Available in 5 ASTM C 957 Two part, sand filled, intermediate coat aromatic 950 NF and 55 gallons polyurethane waterproofing membrane. Vulkem® Available in 5 ASTM C 957 Two part top coat Aliphatic Polyurethane 951 NF and 55 gallons waterproofing membrane coating to provide additional chemical and UV resistance to the coating system. VulkemO 227 N/A N/A Two part, polyurethane sealant for use in sealing Sealant cracks, expansion joints, control joie and for use in forming cants. Dymeric 246 FC N/A NIA Two part, polyurethane sealant for use in sealing cracks, expansion joints, control joints and for use in forming cants. VulkemO Primer N/A NIA A one part, film forming primer to be used on #171 porous surfaces to improve adhesion'-and reduce pinholes in the membrane. Also used in expansion joints subject to continuous immersion or subject to water intrusion from hydrostatic conditions. TREMprime N/A N/A A one part, film forming primer for use on metal Nonporous Primer or nonporous substrates. VulkemQ #191 or N/A N/A A one part interlaminary primer for use when the VOC primer applying a fresh coat of Vulkem urethane after preceding coat has been exposed for 24 hours or Ionger and/or has lost its surface tack Aggregate N/A N/A 20-30 mesh silica sand or alumina oxide, which imparts the non slip texture and contributes to wear resistance as approved by Tremco. NOA No.: 08-0723.02 Expiration Date: 02/l0/l5 Approval Date: 02/10/10 Page 2 of 5 EVZD►i,;.NCE SUB1v=M: ROVED APPLICATIONS: Deck Type 1 Concrete Decks, Terraces, Balconies, Roof Plaza Decks, Now & Restoration Construction. ription: Min:. 2500 psi, structural concrete. System Types F(1): Vulkem ®35 r 360NF/951NF Substrate All surfaces must be dry and clean, free of depressions, spelled areas, Preparation: honeycombs, or voids. Clean -and free of any non - compatible curing compounds, release agents and other surface contaminants. Substrate shall be smooth with a hair broom finish. Preferably water cured. Primer: Optional based on manufacturer's recommendation or code requirements. Test Product Test Agency Test Identifier Specification DO Underwriters Laboratories, Inc. RI 0845 UL 790 04/15/08 PRI Construction Materials TR&035 -02-01 ASTM C 957 01/15/09 Technologies, Inc. TRE- 035- M -02REV ASTM C 957 01/15/09 TRE- 037 -02 -01 TAS 114-D 11/30/09 ROVED APPLICATIONS: Deck Type 1 Concrete Decks, Terraces, Balconies, Roof Plaza Decks, Now & Restoration Construction. ription: Min:. 2500 psi, structural concrete. System Types F(1): Vulkem ®35 r 360NF/951NF Substrate All surfaces must be dry and clean, free of depressions, spelled areas, Preparation: honeycombs, or voids. Clean -and free of any non - compatible curing compounds, release agents and other surface contaminants. Substrate shall be smooth with a hair broom finish. Preferably water cured. Primer: Optional based on manufacturer's recommendation or code requirements. Base Coat: Apply 40 wet mils of Vulkem 360NF or ulkem 350 the entire area to be coated, including all detail coats, but exc u xpansion joints. A higher millage may be applied per the specification or as required per Tremco Sales Representative. Use a V- notched squeegee, followed by back rolling to evenly distribute coating and eliminate pinholes. Base coat shall be allowed to cure a minimum of 6 hours at 70 degrees and 50% relative humidity cured to a firm but tacky rubber. Top Coat; Apply one or more coats of Vulkem 951NF with a solvent resistant roller sleeve at a rate of 125 fe /gal to a minimum thickness of 24 wet mils. Integrity Test: Required, and shall be performed in accordance with ASTM D 5957. Water maybe maintained for a period longer than 24 hours if required. A water test is required by Tremco's local sales representative; contact them before proceeding with the remainder of the job. 1n"pectlon: A representative of the membrane manufacturer, or Tremco approved inspection consultant or approved Tremco Distributor Technical Representative shall inspect the waterproofing assembly and notify the contractor of any defects. All defects shall be corrected. Surfacing: Structural Concrete Stab, minimum 2500 psi. in compliance with the applicable Building Code. i Maximum Design Pressure: N/A NOA No.: 08-072;1.02 Expiration Date: 02/10/15 RUM- Tx Approval Date: 02/10/10 Page 3 of 5 Dec 1 Concrete Decks, Roof Docks, Roof Parking Decks, Parking Decks, New and Restoration Construction Deck Description: Min. 2500 psi, structural concrete. System Types F(2): Vulkem® 350 or 360NF/95ONF /951NF Substrate All surfaces must be dry, smooth, free of depressions, voids, and protrusions, Preparation: and clean and free of any non - compatible curing compounds, release agents and other surface contaminants. Substrate shall be smooth, free of voids, spalled areas, laitance, honeycombs, and sharp protrusions. Preferably water cured. Primer: Optional based on manufacturer's recommendation or code requirements. Base Coat: Apply 25 wet mils of Vulkem 350 or 360 NF to the entire area to be coated, including all detail coats, but excluding expansion joints. Use a V notched squeegee, followed by backrolling to evenly distribute coating and eliminate pinholes. Vulkem 350 can be applied with a roller or by airless spray equipment in accordance with manufacture's published literature. Vulkem 360 NF can be applied with a V- notched squeegee or roller. Base coat shall be allowed to cure overnight. Intermediiate Coat: First coat of Vulkem 950NF is applied with a heavy duty roller (1/2" to 3/4" nap) to a minimum thickness of 12 wet mils. Immediately following the application of the Vulkem 950NF, broadcast 20 to 30 mesh silica sand in to wet Vulkem 950NF at a rate of 1518 Ibs per gallon of Vulkem 950NF or flood to refusal. Allow the membrane to cure. Sweep away excess silica after the coating has cured. Repeat the application for a second coat of the Vulkem 950NF if requited by Tremco Sales Representative or specification. Allow to cure. Top Coat: Apply Vulkem 951NF with a roller at a rate of 125 ft /gal to a minimum thickness of 12 wet mils. Apply this final coax to the entire coated area. Integrity Test: Required, and shall be performed in accordance with ASTM D 5957. Water maybe maintained for a period longer than 24 hours if required. A water test is required by Tremco's local sales representative, contact them before proceeding with the remainder of the job. Inspection: A representative of the membrane manufacturer, or Tremco approved inspection consultant or approved Tremco Distributor Technical Representative shall inspect the waterproofing assembly and notify the contractor of any defects. All defects shall be corrected. Surfacing: None. Maximum Design -465 usi 4 Vulkem 3 50 Coat, (See General Limitation #8) Pressure: -390 psf, using NF Base Coat, (See General Limitation #8) NOA No.: 08- 0723.02 Expiration Date: 07110/15 Approval Date: 0210110 Page 4 of 5 GFMRAL LEmTrATIONS: 1. 4. S. Required integrity flood testing report shall be provided to the Building Official for review at time of final inspection. Vulkem Systems described herein shall be installed solely by approved applicators familiar with the details and approved by Tremco, Inc., and only with approved equipment. Flashings shall be installed according to the manufacturers published standard details, specific details, approved by Tremco, Inc., shall be submitted to the Building Official for review. Tremco, Inc., Vulkem Systems shall not be installed without consultation with Tremco, Inc., if ambient or surface temperature is below 40°F. Do not apply to wet or frozen concrete surface. Tremco, Inc., Vulkem Systems shall not be installed over lightweight insulating concrete or plywood decking. 6. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and the wind load requirements of applicable Building Code. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. 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). 9. A non -skid surfacing is required for all pedestrian areas, plaza decks or balconies. 10. All approvpd products listed herein shall be labeled in compliance with TAS 121 and shall bear the imprint or identifiable marking of the manufacturer's naive or logo and following statement: "Miami - Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE NOA No.: 084923.02 Expiration Date: 02/10/15 Approval Date: 02110110 Page 5 of 5 A0011cadon Instructiens 350KE Vulkem Pedestrian Deck Coating System 1. Purpose 1.1 The purpose of this document is to establish uniform procedures for applying the Vulkem 350NF/351 Pedestrian Deck Coating System. The techniques involved may require modifications to adjust to job site conditions. If you have any questions about your application, contact your local Tremco Field Sales Representative for specific design requirements. This document will provide the necessary instructions and troubleshooting for the application of the Vulkem Pedestrian Deck Coating to qualify for the manufacturer's warranty. 2. Inspection of Jobsite Conditions 2.1 Investigation of the substrate should be performed to determine the type of surface preparation that will need to take place to achieve the appropriate surface profile required for the coating application. Depending on the condition of the concrete, one or more types of surface preparations may be required. Refer ICRI's Technical Guideline No., 03732 - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings and Polymer Overlays for best practices on selecting the appropriate method of concrete preparation. Thin film or high -build coatings will equire the surface profile, CSP 3-4. 3. Conditions of Concrete Surfaces 3.1 Concrete shall be water cured and in place according to the industry standard of 28 days and is our recommendation prior to installing the coating materials. Twenty -eight days is usually sufficient to allow excess moisture to leave a concrete slab. Should the coating application have to be applied prior to 28 days, please contact your local Tremco Representative or Tremco Technical Services. 3.2 Concrete must be dry prior to the coating application. Excess moisture in the concrete can prevent the coating materials to not perform as intended. To detect whether or not the concrete contains excess moisture, several tests may be employed: • ASTM D 4263 — Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method • ASTM F 2170 -02 — Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs • Calcium Chloride Test • Tramex moisture meter may also be used for decks not exposed to sunlight. Contact Tremco`s Technical Service if this method is used. Fii-i746i 7 3.4 Concrete surface shall be properly cleaned so that the surface to receive the coating, sealant or liquid applied flashing is free of mold, paint, sealers, coatings, curing agents, loose particles, and other contamination or foreign matter which may interfere with the adhesion. Jobsite conditions may require the use of a Vulkem primer. 3.5 Shrinkage cracks in the concrete surface which are 1116 inch (1.6mm) wide or greater shall be ground out to a minimum 1/4 inch wide by 1/2 inch (6mm x 12mm) deep and treated according to the instructions in section 7, Detail Work. 3.6 Structural cracks regardless of width shall be ground out to a minimum 1/4 inch wide by 1/2 inch (6mm x 12mm) deep and treated according to the instructions in section 7, Detail Work. 3.7 Spalled areas shall be cleaned, free of loose contaminants prior to repair. Because jobsite conditions vary it is recommended that you contact Tremco Technical Services for the best method of repair. 3.8 In the event of exposed reinforcing steel, it is recommended that the structural engineer or record be contacted for investigation and for best repair method. 3.9 Surfaces shall be made free of defects which may telegraph and show through the finished coating. Surfaces which are rough (fins, ridges, exposed aggregate, honeycombs, deep broom finish, etc.) shall be leveled and made smooth by applying a coat of sand -filled epoxy. 3.10 All drains shall be cleaned and operative. Drains shall be recessed lower than the deck surface. Surface shall be sloped to drain to provide positive drainage. Drains should be detailed as instructed below: • Cut a 1/4 inch wide by 1/2 inch deep (6mm x 12mm) keyway into the concrete surface at any point where the coating will have an exposed terminating edge. That is, any point where the coating will end in an open area subject to traffic. For example, at the end of a ramp, around drains and along side expansion joints. 3.11 If the project is a restoration deck, old sealant and backing material shall be removed. The joint interface will require a thorough wire brushing, grinding, sandblasting, solvent washing and/or primer. 4. Conditions for wood surfaces 3.3 Concrete shall be free of any laitance and can usually be 4.1 Wood must be 5/8 ", exterior -grade plywood, A side up achieved by shotblasting (preferred method) or sandblasting and well fastened with ring shank fasteners, with proper the surface. For proper methods, refer to ICRI s Technical Guideline No., 03732. consideration given to joints and movement. vaww.tremcosealants.com Page 1 of 5 4.2 wood surfaces must be primed with Vulkem Primer #171 or TREMprime Multi- Surface Urethane Primer. For dry times refer to Tremco's Primer Selection and Usage Guide found on Tremco's website. 5. Special Surfaces 5.1 Vulkem 350NF requires TREMprime Non - Porous Primer on metal surfaces. Lap joints must be sealed with Dymeric 240FC and coated with Vulkem 350NF in order to cover seams, bolts and rivets prior to applying the system. S. Jobsite Materials 6.1 Recommended materials and their uses are as follows: Dymeric 240FC: A two -part, chemically curing, gun grade polyurethane joint sealant for use in sealing cracks, control joints and for use in forming cants. Vulkem 116: A one -part, moisture curing, gun grade polyurethane sealant for use in precast, masonry and In forming cants. Vulkem 350NF Base Coat: A one -part, low odor, low VOC, polyurethane coating used as the elastomeric waterproofing membrane of the system available in an R (roller) grade and SL (self - leveling) for horizontal and vertical applications. Vulkem 351 Top Coat: A one -part, aliphatic polyurethane top coat providing a chemical and UV resistant, color stable, weatherproof wearing surface. Vulkem Primer #171: A one -part, film - forming primer to be used on porous surfaces. Also used in expansion joints subject to continuous immersion or subject to water intrusion from hydrostatic conditions. Vulkem Primer #191 - a one -part, interlaminary primer for use when applying a fresh coat of Vulkem urethane after the proceeding coat has been exposed for over 24 hours and/or has lost its surface tack. Vulkem Primer #191 Low VOC — a low VOC compliant one -part porous and interlaminary primer for use in applying a fresh coat of Vulkem coating or sealant after proceeding coat has been exposed for long periods of time. TREMprime Multi- Surface Urethane Prime - a low VOC, quick drying, two -part primer for use between urethanes and urethanes, wood, concrete, PVC and steel. Aggregate — 40 -50 mesh (0.4 -0.5mm diameter) silica sand or alumina oxide which imparts a textured finish. NOTE: Aggregate may not be required for vertical applications. Refer to the project manager for your specific job requirements. 7 Detail Work Note: Do not apply sealant or coatings to a frosty, damp or wet surface or when air temperature is below 40°F. (4°C) or the surface temperature is above 110°F (43 °C). Cure times as stated below are based upon standard ambient conditions of 75°F (25 °C), 50% relative humidity. A decrease in ambient temperature will significantly lengthen the cure time. 7.1 Mix Dymeric 240FC using an appropriate mixing blade in a slow speed electric or air powered drill motor. Avoid trapping air into the mixture. Move the mixing blade around the inside of the container to assure complete disbursement of the catalyst. For mixing equipment options contact Tremco's Technical Services. 7.2 At horizontal and vertical surface junctures lay a 1/4" inch (6mm) diameter backer rod into the comer (such as wall sections, columns or penetrations through deck). Apply a bead of Dymeric 240FC or Tremco approved sealant, one inch (2.5cm) I n width, over the Backer Rod. Tool the sealant bead to form a 45° cant. Use sufficient pressure to force out any entrapped air and to assure complete wetting of the surface. Remove excess sealant from the deck or wall surface. NOTE: Backer Rod is only required for moving joints. 7.3 For expansion joints, install a Backer Rod, 1/8 inch to 1/4 inch (3mm to 6mm) diameter larger than the joint width to all prepared expansion joints. Set depth of Backer Rod to control the depth of the sealant. (Depth of sealant is measured from the top of the backer rod to the top of the concrete surface.) Proper depth of sealant is as follows: • For joints 1/4 inch (6.4mm) to 1/2 inch (12.7mm) wide, the width to depth ratio should be equal. • For joints 1/2 inch (12.7mm) wide or greater, that are not expansion joints, should have a sealant depth of 1/2 inch (12.7mm). Minimum joint size is 1/4 inch by 1/4 inch (6.4mm by 6.4mm). 7.4 All cracks and joints shall be sealed with Dymonic 240FC or other approved Tremco Sealant, and tooled flush with the surface 7.5 Allow Dymeric 240FC or other Tremco approved sealant to cure a minimum of 4 to 6 hours. 7.6 To provide a neat termination of the vertical detail coat, apply a strip of tape (masking tape or duct tape) to vertical sections, two or three inches above the Dymeric 240FC or other approved Tremco sealant cant, prior to sealant application. 7.7 Apply a 25 mil thick detail coat of Vulkem 350NF Roller Grade 6 inches (150mm) wide centered over all untreated cracks, all routed and sealed cracks and over all cold joints. Feather terminating edge of detail coat to prevent these edges from showing through the finished coating 7.8 Allow all detail coats to cure for a minimum of 4 to 6 hours depending on temperature and humidity. NOTE: Expansion joints should not be coated over. www.tromcesealants.com Page 2 of 5 8. Coating Application Note: Recommended coverage rates are approximate. Sand loading methods and concrete surface profiles may increase the amount of material required to obtain uniform coverage. 8.1 Thoroughly mix the Vulkem 350NF with an appropriate mixer taking care not to entrap air bubbles within in the coating. Approximate mixing time should take 1 -2 minutes. 8.2 Apply Vulkem 350NF at a rate of 40 square feet per gallon to yield 40 wet mils thick to the entire area to be coated, including over all detail coats, but excluding expansion joints. The recommended method of application is with a notched squeegee. Backroll to evenly distribute coating and to eliminate pinholes. Vulkem 350NF can also be applied with a roller equipped with a solvent resistant, medium nap roller sleeve. Note: For squeegee or roller grade application in sloped areas, use Vulkem 35ONF/R (Roller Grade) which has been formulated for vertical hold. 8.3 Allow Vulkem 350NF to cure a minimum of 4 to 6 hours and a maximum of 24 hours at 75T (24°C), 50% relative humidity. For cure rates on the Vulkem 350NF refer to the chart below or contact Tremco's Technical Services. 8.4 If the Vulkem_350NF has been applied for 24 hours or longer during the ideal temperature application range (see chart on last page of document), it should be cleaned with a damp cloth of xylene (do not saturate it). Prime coat it with Vulkem Primer #191 or Vulkem Primer #191 Low VOC. We highly recommend that you contact your local Tremco Sales Representative with any questions regarding priming. 8.5 There are two acceptable methods for installing the topcoat They are as follows: Method A: 8.5a Mix Vulkem 351 Topcoat using an appropriate mixing blade in an electric drill to assure there is no settlement in the bottom of the pail and the color of the material is even and consistent with no streaks or striations. Boxing of pails is recommended for large jobs. For appropriate mixing equipment contact Tremco's Technical Services, 8.5b Apply the mixed Vulkem 351 with a medium solvent resistant nap roller sleeve at a rate of 100 square feet per gallon (2.45 m2/L) to yield approximately 15 wet mils. Remove excess material from the roller by using a screen in the pail to avoid puddles or ponding of the material. 8.5c Apply the Vulkem 351 in sections which can be easily reached for backrolling. Immediately after applying the Vulkem 351, broadcast a 40 -50 mesh (0.4 -0.5mm diameter) silica sand or aluminum oxide into the wet Vulkem 351 and backroll to evenly distribute the aggregate. For a moderate textured finish, use 15 to 18 pounds of sand per gallon of Vulkem 351 (0.5kg /L). Backrolling is necessary regardless of how the sand is broadcast (i.e. hand, seed spreader, sand - blast, etc.) to assure that all of the sand is completely encapsulated into the liquid. i 8.5d Allow the Vulkem 351 to cure for 24 hours. Method B: 8.6a Mix Vulkem 351 top coat using an appropriate mixing blade in an electric drill to assure there is no settlement in the bottom of the pail and the color of the material is even and consistent with no streaks or striations. Boxing of pails is recommended for large jobs. For mixing equipment options contact Tremco's Technical Services. 8.6b Apply the mixed Vulkem 351 with a medium nap solvent resistant roller sleeve at a rate of 200 square feet per gallon (5 ml/L) to yield 8 wet mils. Take care to apply an even coat without puddles or thick roller edge lines. 8.6c Broadcast the aggregate onto the wet surface of the Vulkem 351 coat. Cover the entire surface leaving no wet spots. 8.6d Allow the Vulkem 351 to cure overnight. He Sweep and vacuum off all loose, unbound aggregate. 8.6f Mix Vulkem 351 top coat as specified in 8.5a 8.6g Apply Vulkem 351 with a medium nap solvent resistant roller sleeve at a rate of 200 square feet per gallon (5 m2/L) to yield 8 wet mils. Remove excess material from the roller by using a screen in the pail to avoid puddles or ponding of the material. 8.6h Allow the Vulkem 351 to cure for 24 hours prior to allowing foot traffic. 8.7 The textured properties of the finished deck coating system contribute to the system's wear resistance and slip resistance. Tremco recommends installing a test patch and gaining customer acceptance prior to installation. 9 Clean up 9.1 Clean all adjacent areas to remove any stains or spills with MEK, Toluene or Xylene. 9.2 Clean tools or equipment with MEK, Toluene, or Xylene before materials cure. 9.3 Clean hands by soaking in hot, soapy water then brush with a stiff bristle brush. 10. Usage The following is a guide to estimate material usage: Dymeric 240FC: For a one inch (25.mm) cant bead over a 114 inch (6mm) backer rod,1 gallon of sealant for every 20 linear feet is required (1 liter for 8 meters). wwwAromcoseelsnts.com Page 3 of 5 Vulkem 350NF Base Coat Application at a rate of 40 square feet per gallon (1.01 m1/L) will yield a mil thickness of 40 mils Vulkem 351 Top Coat: Application at a rate of 100 square feet per gallon (2A5m2/L) will yield a mil thickness of 15 mils wet. 11. Troubleshooting This section describes common industry application issues when certain environmental conditions exist. Below are some commonly seen issue and remedies. If any of these should occur it is always recommended that you contact your local Tremco Sales Representative or Tremco's Technical Services. 11.1 A deck that contains too much moisture may change into a vapor, which then condenses at the concrete - membrane interface before the coating has cured and may cause blisters or bubbles and ultimately interfere with proper adhesion. If this should occur they can be cut out allowing moisture to escape. After moisture has escaped and the surface is dry, the area can be repaired. 11.2 If the coating application has been installed at a thickness that is greater than our installation instructions pinholes, blisters or bubbles may occur in the coating. To avoid this occurrence, the material should be applied in thinner coats or in accordance to the installation instructions, 11.3 If the coating is applied in very hot ambient temperatures, the air in the small spaces between the concrete particles increases in volumes and forms blisters. Contact Technical Services should this occur. 11.4 If the previous coating application has not fully cured, solvent may become trapped between the coats and lead to large sized blisters. When cut out, they may still be tacky on the underside. Blisters may be cut out and repaired after the surface has been allowed to fully dry. 12. Weather Impact on Coating Application This section discusses the impact of applying these coatings outside the ideal temperature application range of 65 -85 F at 50% relative humidity. 12.1 At temperatures lower than the ideal range the material will be more viscous and will slow the cure rate. Refer to chart below for approximate cure rates at varying temperatures. 12.2 Deck temperatures may affect cure rates even when ambient temperatures may be high. 12.3 Enclosed areas may slow the cure rate of the coating because humidity levels tend to be low in these conditions due to the low exchange of air over the membrane 12.4 In extremely dry conditions with relative humidity less than 20% even when temperatures are high, cure rates can still be extended. www.tremcoseelants.com Page 4 of 5 Vulkem 350NF/351 Quick Reference Application Chart Layer Product Wet Mils Cure Time* Square Feet Per 400-550 F 48 hours 40 hours Gallon Base Coat Vulkem 350NF 40 mils Minimum 4 to 6 40 square feet per 12.8° -18.3° C hours gallon Top Coat for Method A Vulkem 351 15 mils 24 hours 100 square feet per < or = 4 hours 2 -4 hours 29.4° C gallon Top Coat for Vulkem 351 Both Coats 24 hours prior to 200 square feet per Method B at 8 mils each allowing foot traffic gallon ;Cure times are based on ideal ambient temperature at 50% relative humidity. See chart below for ideal temperature rang Approximate Cure Times at 50% Relative Humidity Temperature at 50% 350NF 351 Relative Humidity 400-550 F 48 hours 40 hours 4.40-12.80 C 55 0-650 F 16 -24 hours 12 -24 hours 12.8° -18.3° C 650-850 F 4 -6 hours 6-8 hours 18.30-29.40 C 85° F < or = 4 hours 2 -4 hours 29.4° C Variations in temperature and humidity can affect the cure rate of the coating. The above chart should be used as a guide only to determine the approximate rate of cure. Other factors can also influence the cure rate such as substrate temperature and enclosed environments. For more information about proper application procedures please refer to the Installation Instructions or contact Technical Services. m� �FgED 1 Tremco Commercial Sealants & Waterproofing 3735 Green Road, Beachwood, OH 44122 /1 Phone: 216.292.5000 // 800.321.7906 220 Wicksteed Avenue, Toronto, ON 104H 1 G7 // Phone: 416.4213300 // 800363.3213 9451 Jacobson Avenue, Ashland ON 44805 // Phone: 419.289.2050 /1800.321.6357 An Company wwvutramcosealants.com 07111860NF351A1 Page 5 of 5 Project: Owner: Phone: <NONE> Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 537 NE 96 Street Parcel: Miami Shores, FL 33138- Block: 1132060171570 Lot: Scheduled Inso # Inspection Type Inspection Status Inspector Date Completed 12/11/2008 INSP -93063 Final Roof DENIED Jorge Rodriguez 12/12/2008 CC 2 DIFFERENT TILES ON THE ROOF 09/2212008 INSP -93059 Tin Cap DENIED Jorge Rodriguez 9/23/2008 no ladder 09/24/2008 INSP -95702 Tin Cap DENIED Jorge Rodriguez 9/24/2008 CREATED AS REINSPECTION FOR INSP- 93059. no ladder cc 9/24/08 metal nailing not per code 10106/2008 INSP -96587 Tin Cap DENIED w /FEE Jorge Rodriguez 101612008 CREATED AS REINSPECTION FOR INSP- 96371. CREATED AS REINSPECTION FOR INSP- 96223. CREATED AS REINSPECTION FOR INSP- 95702. CREATED AS REINSPECTION FOR INSP- 93059. no ladder cc 9/24/08 No Plns NB metal nailing not per code 09/30/08 No ladder, no permit, no plans NB 10/06/08 NO PERMIT AT THE JOBSITE JR 10/1512008 INSP -93064 Nailing Affidavit AFIDAVIT IN FILE 1011512008 INSP -96823 Tin Cap APPROVED APPROVED Jorge Rodriguez 10/15/2008 Jorge Rodriguez 10/15/2008 Friday, May 10, 2013 Page 1 of 2 CREATED AS REINSPECTION FOR INSP- 96587. CREATED AS REINSPECTION FOR INSP- 96371. CREATED AS REINSPECTION FOR INSP- 96223. CREATED AS REINSPECTION FOR INSP- 95702. CREATED AS REINSPECTION FOR INSP- 93059. no ladder cc 9/24/08 No Plns NB metal nailing not per code 09/30/08 No ladder, no permit, no plans NB 10/06/08 NO PERMIT AT THE JOBSITE JR 10/23/2008 INSP -93060 Hot Mop APPROVED Jorge Rodriguez 10/23/2008 10/28/2008 INSP -93061 Tile In Progress CANCELLED Jorge Rodriguez 10/29/2008 CANCELLED BY BOTH LUCIANO AND ROOFING CONTRACTOR. 11/06/2008 INSP -98767 Tile In Progress DENIED Jorge Rodriguez 1117/2008 CREATED AS REINSPECTION FOR INSP- 93061. CANCELLED BY BOTH LUCIANO AND ROOFING CONTRACTOR. cc NO WORKERS, NO PERMIT JR 11/06/08 1110712008 INSP -99496 Tile In Progress DENIED w /FEE Jorge Rodriguez 11/10/2008 CREATED AS REINSPECTION FOR INSP- 98767. CREATED AS REINSPECTION FOR INSP- 93061. CANCELLED BY BOTH LUCIANO AND ROOFING CONTRACTOR. cc NO WORKERS, NO PERMIT JR 11/06/08 NO WORKERS ON ROOF JR 11/07/08 11113/2008 INSP -99751 Tile In Progress APPROVED Jorge Rodriguez 11/14/2008 CREATED AS REINSPECTION FOR INSP- 99496. CREATED AS REINSPECTION FOR INSP- 98767. CREATED AS REINSPECTION FOR INSP- 93061. CANCELLED BY BOTH LUCIANO AND ROOFING CONTRACTOR. cc NO WORKERS, NO PERMIT JR 11/06/08 NO WORKERS ON ROOF JR 11/07/08 12/15/2008 INSP- 102036 Final Roof DENIED Jorge Rodriguez 12/15/2008 CREATED AS REINSPECTION FOR INSP- 93063. CC 2 DIFFERENT TILES ON THE ROOF CC 12/16/2008 INSP- 102273 Final Roof .CC 2 DIFFERENT TILES ON THE ROOF CC APPROVED Jorge Rodriguez 12/19/2008 Friday, May 10, 2013 Page 2 of 2 05/10/2013 09:14 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT Miami shores Village Building Department tQ050 N,E:,2nd Avonue Miruni Stiorps, R0, id,! 33136 c, 1: f30 5) 79,5.2204 =ax: (305) 756.8972 May 7. 2013 Permit No: RF13.324 3600 918887640819 05/10 09:13 00'48 1 OK Building Critique f4?1001 ., , The rooting application must show the minimum design wind pressures. The application is marked N /A. 2. Section D has been completed but is for the slope roof. Is this a revision to the the portion of the roof? 3. Section C is incomplete. 4. Section C does not match the product approval. Identity tho system from the product approval to be used. STOPPED REVIEW Norman Bruhn CBO 305 - 762 -4959 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No Contractor's Name Job Address /I Low Slope Roof Area (SF) Sketch Roof Plan: Illustrate all levels Include dimensions of sections and I parapets. „ffik� FLORIDA BUILDING CODE — BUILDING Section A (Genecal Information) Z Pr �-� ecess N�. VA ❑ Mechanically Fastened ❑ Metal Panellawles ❑ Prescriptive scuppers and overflow dralns. pressure zones and location of d SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1.:__ - Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. A � Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. -! � Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. '�Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. A!E Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge If overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. _ A F Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of-the f. 6 II ply �IIQI13, gen s ign Date Contractor Signature Date Revised on 7/9/2009 LD Code EAtion 2007 ugh _V'1odtl Ujjjjd*-m Permit APPlicatiOn Form Fill in. Specific roof 'assembly components and identify Inanufatturer- (If a component is not user, idenf& aS ""I' System Manufacturer: GAF Wai ZW20--rao—rat'on Product Approval No: D7- 219°D Design Wind Pressures,. From RAS 128 or Calculations: the Max. Design Pressures, Specific Product ' :From Approval System. -1._25 Deck Type. PJYH02ad C,AugeMickness: 518" S1#0: 1/12 Maximum slope Ancltor/Base Sheet &Nd_bf.PIY(s): nLa Ancbor/Base Sheet FAstoj►ei/Bonding Material: 111a lngu-Won Base. Layer; �n& Base iiigtilation-*, S48 and -'T1 M-10.ess. _n La d Base Insulation n*jr/Dondi: Material: .n. Top Insulation "Yei: Ala Top I n.51,11300 fi- Size a114 T*,.h, jckn egg: rig Top Insulation FaStenerAE16ndi ng Material: Ala. Base Sheets (s). & No. of F1Y(s)' GA.FGLAAO #75_BgsSheet . x6g M',sterial: Base Sheet Fbstener/.$O n 1 y4 , )Z S. Nails &. 151.8 " :Tin Cans Ply SheetW&.' No: -Of-P. S). LPIX . o GAF 460A*441 Z& ply Sheet. Fastitner/061i9igg Malarial: &LAw—halt Top Ply ne r.41 S paced Cap Sheet: Top Ply -Faste . aer/Bon . dibg Materiak Hot Astihult Surfacing: n -L:ragtengr suacipe for Anchor Ea.- Sheet A&LbEn—at Field: —9 "O/C121 the Laps "d 2 Row. VOX Perimeter: 6 "t-i/c at the J,aps and _4 Roo— Cl " Comex; 6_ " o/c at the Laps and I Row', 6— Nu3nber of Fastener er Insulation Board i� Field- n1a Perimeter _nLy: Corner: nary Illustrate: Components Noted and 1)e1*-'i1s;1-q Applicable Woodbjocking, Gutter, Edge, Termination. Stripping, Flashing Continuous Cle2l, Call[ Sir1j), Base FlOshing, Counter Flashing Indicate: NIC:111, hoof Height, Parapet'Height, Height of Base Flashing, Cornponent Material, Materiul Thickne.&s, Fastener Type, Fastener Spacing, or Submit Applicable Details mini height 01ijeat-14eight: _2Q p. maxii Parapet W�11 Height: _n 1_O Edge M -Ga anize 31 '* eal Size & Gauge: v d Drip Z6 Ca fastened4 ok 14102L,_ .W o'o'd.Nailer Type: n Wood Nailer Attachment: i a toping metal Type: _n j_(' Cleat Size: n Coping Metal Attachment: _a La Top Ply ply Meet Glass Base Sheet Metal Roof [iv k d ZLOZ LO LGO<GaM> L8L9S99 -905 ONI Aaans a-iswaAnna mauA l V V U.K 1306 - Rooting Systems the use of gypsum board under any of Lite following Class A, B or C systems does not adversely affect the rating. The use of 'h in. uunimum Clark gypsum board is an acceptable alternate for minimum Insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3J4-in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) Is a suitable alternate for polyisocyanurate board in the following Class A, 13 or C systems. "EnergyGuard@ RA" or "Tapered EnergyGuard@ RA" or "EnergyGuard@ Composite RA" may be substituted for any Atlas polyisocyan u rate insulation in any of the following Classifications. trumbull "Parma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLASO Flex Ply 6" and "Tri -Ply@ Ultra-Flexible Ply 6" are suitable alternates to "GAFGLASO Ply 6 ". "GAFTEMP Permalite Recover Hoard" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Firestveld MB" at 2'h to _i-gal/100. ft2. "Ruberoid® Dual Smooth" may be used as an alternate to 'Ruberold@ Mop Smooth" or "RuberoidG 20" or "RuberoidO 20 H7" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, 8 and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" S13S roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classificatioil. Class A 1. Deck: C -15/32 incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any that kness. Ply Sheets — Twee or more piles Type G1 or "GAFGLASeD Ply 4" or "Tri -PIVO Ply 4" or "GAFGI AS@I Ply b" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite /polyisocyanurate composite or perllte /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any Ihicknnss. Ply Sheet: — Three or more piles Type Gl or "GAFGLAS§ Ply 4" or "Tri -Ply@ Ply 4" or 'GAFGLASO Ply V. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAF GLAS("i EnergyCapTM '" SUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, peril ite/polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G3 "GAFGLAS@ Ply 4 ", "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 61. Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Plye Mineral Surfaced Cap Sheet" or "GAPGI AS(�o EnergyCap'" BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. 3 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply@ u75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or 'Tri -Ply@ Ply 4" or GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-PlyCk Mineral Surfaced Cap Sheet" or "GAFGI -AS(a) FnergyCap"' BUR Mineral Surfaced Cap Sheet:." Surfacing (optional): — 'TOPCOAT@ EnergyCote'm" applied at a rate of 2- gal /10042 S. Deck.: NC Incline: 3 Kitt :!l,l :tl,Ihal;c.ul.trinl /t'L�i hin!t\`i! /irnllTl,ttc /l.I�F.�; I FRAM T /1J1o\'p:ilte.h1 tzti' ?nalnr -'1 Z d 9090000091 'oN /49 :1 - 15l99:Z ZLOZ L8 100(03N> LOL9888 -908 ONI Addfl^a 3"7F11d3d ns NOMd i sUlx.iilNG COl!>L.COMPLIANCE OFFICE (ACCO) piar"UC• COMMOL DivISION MIAMI -DADE COUNTY- 1 1,0R11.)A ML'rRO- DA1)%- TLAGLER BUILDINt+ 140 WEST FLAGiXIt sTRErn , stn•rr )(,(13 MIAMI, FLOR113A 33134 -1 5,63 (305) 373.2941 FAX(3o5)37S-2908 NO.Tx.0 '' 17.x' ACCUTANCI NUA _ -- ---- - GAF Wj terw Coirpoiratlen- 1361 Alps Road 'Wayne, NJ 07470 SCOPE: This NOA is beitsg•is &tied tu>d8r the Applicable rules and re _ulations governing the use of construction materials. The tllacumexltat1Q11 submitted has been. reviewed by the BCCO and accepted by the i311itdilt , $ and Pttbdtl�f.Iteview Committee to'be used in Miami Dade County and other areas where al lo-e•d by the Authority Having Jurisdiction (AH-1)• This NOA shall not be valid after the expiration date stated below. ']'he Miami -Dade County Product Control Division (In Miami Dade County) and/or the Al-U (1n areas other than ores rf thisdprnd u.1to � reserve the fight to have.this product or material tested for quality assurance. p p. material.fails to per%riml in the .accepted H'ar'rier' the manufacturer will incur -the expense of such (esting and the A#EIJ M< immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORAi reserves the right to revoke this acceptance, if it is determined by ��iiarn i -Dade County product Controtl Division that this product or material fails to meet tha requirements of thts applicable buildil g: code. This prarluct is approved as•desdribed herein, and has been designed to comp #y with the i 3orida Building Code and the Higlr.Veloeity HPutylcane 2�pne 6f• the, Florida Building Code. IiESCRTPTi014T: GAF_Cent e1°dnp� Buklt:Up Roof System for 1'Yowi Decks. LA111tE1<.•YNG:•Each unit shall bear a permatrent.label with the manufacturer's nalne or Pogo, c �l. , stair and following stafomet►t: "Miami -Dade C?otinty Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been f led and there hay been no change imtlie applicable buildin cafe negatively ca negatively Affecting the performance of this product. ` RN •I�TiO►N of this NOA will occur after the expiration date or if there has been a revision or change in the materials,. use, and/or manufactute•of the product or process. Misuse of this NOA as an endorsement Qf any,produc- fbr sales, adlverrtsint or any other purposes shall automatically terminate this NOA. Failure to coin ly with any section of this NOA shall be cause for termination and remt vaI of NOA. AD'VERT`1;S I NT. The NOA nurnber preceded by the words Miami -Dade Count-, Florida, and followed• by the expil.* on date may be displayed in advertising literature. If any portion of the NOA is displayed; then ft•slrall• be done. in its entirety. INSPEMON:. A copy Of*S entire NOA shall be provided to the user by the manufacturer or its distriliutors and shall be available for inspection atthe job site at the request of the Building 00- 1cial. This NOA renews and revises NOA No, 03- 0561.05 and consists of pages 1 thro .gh 19, The submitted documentation was reviewed by Jorge L. Acebo. NOA tiro.: 07- 1219.09 i xplraticn DatE: 11104/13 Approvai Date: 03/20/08 page I of 19 E d 9090000091 'oN /b9:1 '15/99:,4 Wt0:9 LE lO0(O3M)0 LOL9888 -9OE ONI Addf►S M- IDWMA -I ►O NOLd WOOD DECK SYSTF -ro LDOTAT IONS: 1 A slip shoot is required with Fly. * and p'lex PlyTm 6 when used as a mechanically fastened ba,r cu a +rUhe�r sheet. 2. Minimum -%/ Dens Dec1TIA or '/2" Type X gypsum board is acceptable to be i«ti1n[[ed directly over the wood deck. tGENzgAL LIMI.TATiONS: [ . ssification is not part of thsS acceptance, refer to 'a current Approved Roofing Materials Direct <�r) Piro cla for fire ratinm of this pitoduot 2. Insulation may be installed in.multiple layers. Tho first layer shall be attached in compliance; with {j ProductCoatrol.Apip p� l'F�tideI nes. All'othor layers shall be adhered in a full mopping o i [ ' asphalt a . i0d'w,itbi - theRVTrange txad eta rate of 20 -40 lbs. /sq., or niechanic.ally attached trs;n�,t'i� " � layer fastenig.patrn of ttie top y 3. All gandatd`paP01.siiWs are soceptable, for mechanical attachment. When appfird in apl,r�•v.d aspha r. panel size shall:beW x 4!.M1 ximum• 4. An. overlay aildlor recovery. board irisutation panel noyreaovery balerdPs usedrihe base ishcut shall 6c insulations. when the,1 aheet is fully mnpp applied using: spot rrioppiflg.y„it.approved. asphalt, 12" diameter circles, 24" u.c.; or strip mopped 8" ribbons in.thtr 'rows; one,at each sidelap $tad .one down the center of the sheet allowin}; .+ c'ontinui,++: area of vettt�'a on: B " '"ng of.,the strips is.not, acceptable. A 6" break sh�+ll be placed every 17' in each ribbon to allow cross- ysntilation. Asphalt�applioafiott of either system shall he at a minimum rate >f' 121bs./sq: Nrate::S �u alt Ghed sy$teirns e�hall lip tleriited •to a maximum design pressure ofr 511fsf. S. . Fastener spacig:fQr ips�iafcin attachmEnt is based on a Minimum Charaotecisi;c Force (F') 7� - 1bf, as':testetl x Win! �atm with Testing /application Standard TAS 105. If the itrstener value, as f;e kl tested, Ate be3evs+ 275 I6€ itiS4ilat�on-attachment shall* not be acceptable. 6. Fastener spac>rtifos >4xtea>sycal'attadhrnent of anbhor /base sheet or membrane attachment is based ��n min'siuWttt fa r -rei is d iocaalue in conlut►otion with the maximum design vaiue listed within a speciiir system,. Shoo 13 tise:fa&Cenei'resistac►ee'6e less than that. required, as determined bti the Building L ?ff icial. a revised fas enbs spa tigi epamd; sided anal sealed )?y a Florida Registered Engineer, Architect, r,r Registered Rool?Consultantmay be suliri,i#ted: Said revised fastener spacing shall utilize the w•ilhdrin ul reb value 4 Tom$ aplJ.ication Standards TAS 105 and calculations incompliance �'�'itll Roos'ink, Appli<%atioxs' �Uudard'RAS 117. 7. Periimeter and Cprsief 8i'Bas;'a11 comply �!i the enhanced uplift pressure requirements of these .;roue. Fastener:densope X11' be'iiicreasod for both insulation and base sheet as calculated in compliance with Roofiu[ppldaton Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered prafgssioty$ll gii i.j•P 3ter d Architect,.or Registered Roof Consultant (When this limitation is spectfica lY1?l i t' A, Gen xal..Linatatiou #,+9 will Doi be applicable.) • ` of erirrteter nailers, irietal Qrafile, and /or flashing termination designs she I I 8. All att$clintr ut.; s-1 -sagg' P conforiil 'with ;Ro ngA# iotr taxtdacd RAS 111 axed applicable wind load requirements. 9 The trai n =:ddsi i+e : it sure liital on listed`shall be applicAble to all roof pressure zones (i.c. l'icicl, perimeters, BDti? tther rntional -a ilysis, nor extrapolation shall be permitted for enhanced fasteni1 .at. eii jWeed,pressure.zones,(ie. perimeiers,•extt:nded corners and corners). (When this 1i111itati0n 15-3 qc. ll `>r i ?fr�.ivt #1t ;wthis:NOA; General Limitation N7 will [Lot be applicable.) 10.. All products l stediiorein st�eil have a c W. ity attaurance audit in accordance with the Florida Building Code and Rule 9&72 of the Florida Admit .ustrative Code. E D OF ms's ACCEP'T'ANCE NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03120/08 Page 19 of 19 0 d 909000009E 'oW1d9:L '1S /89:L ZLOZ LS AOO(G3M) LSL9899 -SOO CHI AClCInS 9'I13M3d1fl@I WOMB Edge Ndilable Deeic M1AMN "Delivering EvMlence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Toga Pty interplies Roof Mean Height: 14 ft. Base Sheet Drip Metal: 3X3 GALV ,1 Surfacing: j - grip Ntet��l GRANULES Top Ply: t GAF MINERAL CAP SHEET interplies: GAF /R,4Aj*,o, d t d 1,' It I Base Sheet: Roof Decks s GAF BLASSBASE 75# a Deck Type: 518 PLYWOOD L d 909000009L•oNlb9:t •18/8!Q :A ZLOZ LS 100<09M! LOLOOSS -908 ONI AaanS 3'119WMA -Inn NOMd Deck Type, 1:. Wood, Non- insulated Deck Dese- 411tivll: 1913a, or greater plywood or wood plank decks System Type E: Rase sheet mechanically fastened. All General and SYstern.Liw►itatiens shall 9pply. Fire Barrier: fir*Out'r"Fire Barrier Coating,VersaShield '* Mort- AsphalticFiberg,lb!%s• 11 aSed (optiit►iiai) • Underlayment oeSecuroakTM. Base street: GAPGLASO #80 ULTIMATM Base Sheet, STRATAVENIVO Eliminauar'," 3Vafjable, t�iJBER41D0�1utodii:tec#:IIa.se Sheet, RUBEROICI`a 20, RU a' j3eat Vi'eld?`"''Srx«cxfitki orpU.DE1pti{7IDO Neat- Weld?'"' 25 h Ise sheet 171ee.hanically fastened to deck as described below; astcning Optional GAFGLA.SO Ply 4, GAMLASO.F'lex Ply"M 6, GAFGLAS! 1175 Base �hccl or Bose shet~ts attached-to deck with approved annular ring. hank anyvfrrboye Lind rna caps at 2 fastenerspecing of 9" o.c. at the lap staggered and in hvo nails rows, IZ" O.C. in tbo veld. (MOMAR! Des n pressare —45 psf, See General Limitaiion #7} GA,VGLAS® ply 4, GA:FGLAe Flex PIyrM 6, GAFGLASO #75 Base Sheet or any of above Base sheets attapheo to deck with Drill -Tee' 1" # 12 standard, # 14 or #- V5 Screws add 3" Drill -Tea' steel plate or Drill -Tee AceuTrac Plates, 12 ".o.o: in 3 rows. One.roW is-in the 2" side lap. The other rows are equally tp, y 12" o.c. jh thefield of the sheet. u>yt Design Pressure --45 psf, See General Limita(ion #17) GAP 01,A918 Flex 1?tyT..•M 6, GAFGLASO 975 fuse Sheet or any of aboN-e base sheats.atid. hed'�o deck with approved annular'ring sbank'riails and tin caps at a fasts t'er spacing of 9" o.c. at the 4" Sap staggered and "in two rows 9" o.c. in the field: (Motxirnunt Design pressure —52.5 psf, See General Gimr {anon # 7} G AIPGLAS® #gUULTiMAT"', II;UBFROIDP20, RUBER0i Ds' M-op Smooth, base sheet.atta*d.to deck with approved I %d" annular rind shank nails and itly� zeal 3" ste$l plate a #'a fastener spacing of 9" o.c. al the A" lap and in two rpwi tiered vqt A'fasteiier- spacing of 9" O.C. in the cent er of the membrane. (dam Desi?n,,pnessuie —60 psf, See General Limitation #7} GAEGLAS'005 Base •Sheet or any-Of above Base sheets attached to dock with Dl'l1- TecT"� #I2 staafid; #I4 0T# 15 Screws and 3" Trill -TecrM steel plate or Di`aIR- Tee`! AcwTrac:Plates; 12" o.c. in 4 rows. One row is in the 2" side lap. Tlie,ofiierrows:.slree equally spaced approximately 9" O.G. in the field afthe sheet. (,A&VbWM Deign: premwe —60 psf, See General Limztaifion #7) Any o € Above Boo sheets attached to deck approved annular ring shank nails aad:3T'.inverted Wll -Tv rm insulation. plates at a fastener spacing of 9" 0 -C. at the 4" tap'd in two rows 9" in the field. (Airdxionurn Design prPSSUre —60 Psf See General Li »ututio» #7) NOA No. 07- 1219.09 Ex' ir^ativn Date: 11/04/13 _:. i... Approval Date: 03/20/08 Page 17 of 19 4 d 909000009t'�N /49:t '18189:2 ZLOZ LE LOOCOMM) L9L9889 -908 ON] Aaans anewmanne moues GAi"GIASo #75 ]Brio Sheet or any of above Base sheets attached to decl, with Drill- TecT�' #12 standard,' #14 or# )5 Screws .Ind 3" Drill- Tec"10 steel Plate c)r Drill -TeeTm AWPTraa Plates, 8" o.c. in .1 rows. One row i., in the 2" side lap. The otber rows are equally spaced approximAt°ly 9" o.c. in the f'seld of tlic cl,eet (Maxfmu . m Doigrt Pressure --75 psf, See General LbrrUafiO l 47) Ply SbeeY. {One ar more plaps, of C1,APGLASO PLY A. -#80 ULTIMA, RUBl;R0JD4' M0P Soiooth or RU14EP,0ID' 20 adhered in a full mopping, of 1pproved as{?hait applied within the EVT range and at a rate of 20 -40 Ibs. /sq. Cap Sheet: (Optional) -One ply of GAWLASO. Mineral Surfaced Cap Sheet or GAVOLAS�. nergycap'r"r Mineral. Surfaced Cali Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: {Optional, required if RtUBEROID`a MOP Smuoth or RUBEItOIDa 0 is top membrane) Install one of the following: 1, Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a Hood coat of LeakBi ti0,m MatrixTm 103 Cold Proeess Adhesive appliecl • at a rate of 3 ga9.%sq• 2. G4GLAS'aMin"I Surfaced Cap Sheet, GAFGLAS� Energy Cap Mineral SWaceci.Capsheet adhered in a full mopping, of approved aspk�alt applied within the EVT range and at a rate of 20.40 lbs. /sq. 3. Lx BustoC'U MatrixTm 303 Premium ribercd Aluminum Roof Coating,.at 1.5 galJsq. 4.. Leak guq l i'° MatrixT"' 715 ,Leak Buster' "' MatrixT"' 322, TOP 6AT®' MB+, TOPCOAT Fireshield Elastomeric Roofing Me9atbrane,apgiied,at'1.� 1•.5 gat.tsq. . 5. Leak Brusterr`"`" l�atrixl"' 602 M:B•Xtra Elastorneric Roofrng, Membrane, Et ergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT* Surface Seal, TOPCOAT* Fireshieldo SB Solvent basexl ElastomericRoofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic laminate solar oncrgy collector auxiliary 'roof equipment installed in compliance with manufacturer's specifications and applicable Building Cosies. Maximum Deelg. Pressure". See Fastening Above NOA No.: 07- 1219.09 Fxpirstion Date: 11/04/13 Approval Date: 03/20/08 page Is of 19 9 d 9090000094 *�W1b9:4 '15/49:4 ZLOZ LE M00<03MO LeL9898-90e OWI Addf1S 3- 10V3d1r10 WONd D. David Morton & Associates Lic. W. AA0002"1 ARCHITECTS /PLANNERS /CONSTRUCTION ADMINISTRATORS C. David Morton, AIA, NCARB Florida Uc. No. AR0005039 Architect North Carolina Uc. No. 8091 2 January 2013 Mr. Norman Bruhn, Building Official — Miami Shores Village 10050 Northeast Second Avenue Miami Shores, Florida 33138 Re: Single Family Residence at 1080 N. E. 105' Street Permit No. 2142 Owner: Veronique Lestrade Dear Mr. Bruhn: Please be advised that I have reviewed the manufacturer's data for the Tremco Vulkem 350 that has been submitted as an alternate to the Sonnobome 5000 that I specified for the rear Upper Terrace slab waterproofing. This product is an acceptable alternate, and is hereby approved for use on the referenced project. Please feel free to contact me with any questions at the phone shown below. Thank you for your cooperation. 9 avid Morton, AIA, Architect Fla. Reg. No. AR0005039 (Impress seal applied) 2 January 2013 7438 -B southwest 40P Street Miami, Florida 33155 305 -753. 1798 305- 740 -0728 (FAX) cdmorton(d bellsouth.net _. M APPROVED APPLICATOR WE CERTIFY THAT JOHNSON'S GROUP PAINTING, INC. 18232 SW 140' Court, Miami, FL 33177 has had experience In the application of Tremco's Pedestrian Dock Coatings (Vulkem 350NF) (Less than 2,000 Sq. Ft. Application — Inspections Required) Valid July 2, 2012 through July 2, 2013 TREMCO INCORPORATED Commercial Sealants & Waterproofing Mike Buchholz, Regional Manager r An�Canpeny EJ AV 41 MMO -oADE FlAGLE t 9utl.DNG B UMDtNG Cou COiLWPLUMCE oFFICE (BCCO) 140 WEST FLAGLBR TMET, SUITE 1603 PRODUCT CONTROL D(MlOff kIIAMt, FLORIDA 33130 -1563 (3os) -s- 24111' FAX (305} )7S --M9 NOTICE. OF ACCEPTANCE (KOA) Tremco, Inc. 3735 Green Road Beachwood, OH 44 122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Thd documentation submitted has been reviewed by Miami -Dade County Product Control DIYlsion.and accepted by the Board of Rules and Appeals (BORA) to be used -in Miami Dade County and other areas where allowed by the Authorityl{aving lurisdictioa (AHJ)_ This NOA shall not be -valid after the expiratioa date stated below. The Miami -Dade C.uuaty Product .Contret - Division (1`n Kiainibade County) and/or the AEti (in areas other than Miami Dade County) reserve: the right to have this prodtict 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 Aftx may immediately revoke, modify, or suspend the' use of such product or material within their ki sdictiou. BOR.A reserves tl3e -right to revoke dus acceptance, if it is deterudned by Miami - Dade County Product Control Division 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 and the f{igh Velocity Hurricane Zone of the Florida Building Code: DESCRIPTIOK: Vulke'raw350/345/346, VulkerniV 360N.F, Vulkem0351 LA 'EL.ING:- Each unit shall bear a perdianent label with the manufacturer's name or logo, city, state and following statement. " yfianti -pade Courtly. Product Control Approved ", unless otherwise noted herein_ [UNENYAL- ofthis NOA shall be considered after a renewal applicae:ion has been tiled and there has been no change in the applicable building eode-negatively affecting the performance ofthis product. `I'ER&IMAT101H 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.- Mfisuse ofthis 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 ofthis NOA shall be cause for termination and removal of�iQA_ ADVERTIS190NN:I': The NOA number preceded by the words Miami -Dade County, Florida-, and followed by the expiration date may be displayed in advertising literature. if aay portion of the NOA is displayed, then it shall be done in -its entirety. Ii`tSPECTIO`F': A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the}ob site at the request of the Building Official This NOA renews NOA No. 04-1[22-05 and consists of pages I through 5- The submitted documentation was reviewed by Jorge L_ Acebo_ F ,� _,- NO `" A L 07&9128-07 a � x iratioa Date: l l /l4/l2 Approval ate: Page I of 6 'ROOFING AssnSLY APPRO VA 1, Cateeory: Roofing Sub- Cateeory: Waterproofing IYfateriaLs: Polyurethane Maximum Desi -n Pressure -1224 psf Fire Classification: NWA TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Vulkem ®350 Available in 5. ASTIvI C 836 One part, self leveling polyurethane base coat atad 55 gallons urethane waterproofing membrane_ Vulkem® 345 Available in 5 ASTM C 836 Two part, sand filled, intermediate coat urethane and 55 gallons waterproofing membrane Vu Ikem® 346 Available in 2, 5 ASTM C 836 One part top coat Aliphatic Polyumtliane and 55 gallons waterproofing membrane coating to provide additional chemical and L V resistance to the coating System. Vuikern(D Available in 5 CANICGSB- Low order, VOC compliant, water - cured, rapid 360NF gal ion pans 3758 setting polyurethane baseeoat Vulkem® 351 Available in 2, 5 CAN /CGSB- One part top coat Aliphatic Polyurethane membrane and 55 gallons 37.58 coating to provide additional chemical and UV resistance to the coating system. Vulkem® 450 Available in 5 A.STIVI C 336 Single component, thixotropic, moisture curing and 55 gallons polyurethane waterproofing membrane. VulkernV 227 K/A N/A Two part, polyurethane sealant for use in sealing Sealant cracks, expansion Joints, control joints and for use in forming cants_ VulkemO Primer N/A N/A A one part, film forming primer to be used on l 7 I porous surfaces to improve adhesion and reduce pinholes in the membrane. Also used in expansion joints subject to continuous immersion or subject to water intrusion from hydrostatic conditions. Vu lkem(D #I a f N/A NWA A one part, film forming primer for use when applying a fresh coat of Vulkem urethane after preceding coat has been exposed for 24 hours or longer and/or has lost its surface tack. Vulkem(D 0 191 N/A NIA A one part interlaminar primer for use wizen applying a fresh coat of Vulkem urethane after preceding coat has been exposed for 24 hours or Iouger andior has lost its surface tack. NOA No.: 07- 0928:07 Expiration Date: 11/14117 _ Approval Date: 11/15/07 Page Z of 6 _ x Test Frodud WA 23 30 medrs&a=dord=&a addk,, which AWWW WA _ cam - mfc.ssumamQ: - Test Date Tod Agm-97 Tat rska0mm DL-1 I E65 i C �'l � - °�" i39lt5� - L%derwriis Labovatorim is tJL Lim TRB - - -05 C 936 tt�� 4U- t6'76 CA1+i/COM -3739 t 00A, tom: 01-OnM grVirarma Date= ctlt A#pmysl Dub= t UISW t*v *f6 AiPROVBD A"LICATIOW. �...Y: � l.:YY i 7il i - �� viii )h � E •Lt � rl} ,� fT �� 1'Yf1 lit t':�Z:�iiv_ systm Tppes ft(t): VaUmm9 35or3451 Substrate AO s amt be dry, amak fine al: v+m'k id Pmpmfiva: and clean and frees ofaap la cW*9cOmWU2ft fam release ' ageaW =d odW _ &*suaW besmotk ffm Or vim, spalied areas, kbace, kmeycomto. "d Prier. (mil based on stattuiactuWS . m Base Coat Ali_ 2S a& of Vullom 350 to dW to be all dstsd ba axclkrwg xPammajoWs. Ike a V- Ea owed try-! mk mWO9 to *v4*&*jMm cophog and dmmate pleholes- V'u&mm 350 oW 6e gjVW wa a rollerorby ahtess spar eWAPm=t in am with manuachiFes pubfidied ffematum tbsa Vulimm 450 fbr aaiicat or doped areas: Baas mot" he allowed to tam of t Iutermediace Coat feast of VuN=n 3451s agpikd with a heat' duty lager( /s'" to 1 "=p) ata - dddme= of 15 wits. &0*� dm a On OJrd1- Ffuffam 345, broadcast a 24 to Sit aWk saka smd in b wet Vidbut 345 at a rule of 125 ibs per gaffon of Vullm 315. Rep tl►e apoicifion for wand cwt of the Valkan 345- Allow to cam OVWd9hL Top Coat: Apply Vufkmna 346 with a b nak roller or airless spay at a rate of 200 Eelgaf. Apply thk ffnal cat to, &e shire coated area. 1ntegritg Teat: R"dmd, and shaft be perkwntod in accordance wilt ASIM D 5957 by an approved bb. Wmar maybe wakKahmd for a period kmW than 24 hDM if Inspection: Conbractorand a represenmuve ofElieawn*r sluff Inspect the warmprooCxag assembly and notify the conuww of aty* defects. All de&M shall be conwme& Surfacing-_ N/A btasima um Desip -1221 psf (See Gencra! Limtitadon 94.) Pressii re: o &pimtioa Dates L1114112 Apierevaf Dab- f U15V page4 ef6 Deck Type -fir Concrete , Puot tam Dedw. PaWag Dom. Now Cormuciirnl t Deck Description: Min. 2500 psi, structural concrete (roof plaza and parking dears) SyTtew Types 1?(2): VAUM0 16ONF1311 Substrate All surfaces must be dry and clean, free ofdepressions, spatted areas, Preparation: hones, ar voids. Clean and (free of any ao kMInPatible curing coagmuncis, foardrelease agents and otlhecsurEace conta�tinants. Sul�trate shall be smooth with a hair brooch finish- . Primer. optional based on mwu&ctww s recommendatton- Base Coat: Apply 40 m&of V'ulkdm 360NF to the entke area to be caaMd. including all Mad coats, but excluding expawton}uints- Use a V-notched squeegee, followed by back rolling to evenly distribute coating and eliminate- pinhotes. Use Vulkmri 450 for varticat or sloped areas Base mat shall be allowed to cure a n mumm of 6 hour at 70 &V= = amt 5• relative humidity cured to a Arm but tacky rubber Quicker cure bmC3 can be achieved with a quick acre catatysf recommended by manufactUrw- Torp Coat: Apply Vullcmm 35 f with a solvent resistant roller sleeve at a rate of 100 f lgal. ln.tegrityTest: Required, and shall be performed in accordance with AST1Fr1 D 595? by an approved lab. Water maybe maintained for a period longer than 24 hours if required- faspection: Ctmtrac wr and a fepfasentative DE'the, membrane atarmfacuuw shall inspect the waterproofing wembly and notify the contractor of any dothcts. All defects shall be correct Surfacing: WA Maximum Design 4224 psf(See General Limitation #9 -) Pressure: 140A No "_ 07 -0P-8 07 Expiratiaa Dat€:11lt4tl2 Approval Dates I VIEW Page 5 of 6 GENERAL LuxiTATfoNS: 1. Required integrity Flood testing report shall be provided to the Building Official for review at time of final inspection. 2. Vulkem 350/3451346 and Vulkem 360NF and Vulkem 351 Systems shall be installed solely by approved applicators Familiar with the details and approved by Tremco, [nc., and only with approved equipment- 3- Flashings shalt be installed according to the manufacturers published standard details, specific details, approved byTremco, Inc., shall be submitted to the Building Official for review. 4. Tmmco, Inc., Vulkem Systems shall not be installed without consultation with Tremco, Inc., if ambient or surface temperature is below 40°F. Do not apply to wet or frozen concrete surface. Tremco, Inc., Vulkern System shall not be installed over lightweight insulating concrete. 6. All attachment and sizing oFperirmeter nai[ers, meta( profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS t t l and the wind load requirements of applicable Building Code. END QE THIS ACCEPTAINCE 00A No._ 07- 0928.07 Ecpiration Date: t t /t4/12 tkpproyal Date= 1 05/01 Page 6 of 6 APPROVED APPLICATOR WE CERTIFY THAT JOHNSON'S GROUP PAINTING, INC. 18232 SW 144x' Court, Miami, FL 33177 has had experience in the application of Tremco's Pedestrian) Deck Coatings (Vulksm 35 @NF) (Lose than 2,004 Sq. Ft. Application — Inspections Required) Valid July 2, 2012 through July 2, 2013 TRLMCC INCORPORATED Commercial Sealants a Waterproofing Mike Buchholz, Regional Manager •,��i'11��a W*m 35ONF1iI QWck Reference Applk3tkm Owt Law pnxhwt wet hub Cm rme� St Feet Per Galion 40 s*m W per saw coat Vu&m 35ONF 40 M-Is MWmurn 4 to 6 4.4 °-12.8' C hoc an Top Coat for 6-8 togs too Square feet per Method A I'vkm 351 15 M* Both Codb 24 hours 24 hr m pw to ort Top Coat for 351 )100 qum feet per metes B at 8 mks each SON!" bw baffic gdon -Ccm *= any WSW on dmV an"M twomno at 50% min" &MdM* Seta alert bW= fw iltud WmwmUe tmg Apvoxbnate Cure rmes at sm pteative mumifft Temwaum at 50 35ONF 351 40' 55* F # 48 ham 40 hmn 4.4 °-12.8' C 12-24 hares 16-24 hours 6-8 togs 65v-W F 4-G hair. 850 F or = 4 hours 24 his 29.ir C Vmwkm in twnpwatwe and hr radty can affect the cure rate of the anwig, The abewe chart Owuld be as a W* mty to doemme the appwimate rate of cwe- Otm Umm an aM inf-m" the an raw such as substrate temperature, and enclosed eirmaumft For mwe mfmmfw about proW ,vplkjlinn prixvdurm please wk-t to the IrmuU= &muuatums, or twAid ledwmrM mites. Twnc*C*vnffAr"Seaknk9&!lA 3) aS C.,. Mi kod,+� ON UW ti Olm It 6724Z LIU 'Ald=OdAWLA MMM06 ON AM I fa I 1451 AnFMowww WWVLVQMCDSGAIBDMMM 01"MOMIN Vulkem 35010 Base CW- Applitaticat at a rate of 40 upwe fW per. �1.01WIQ ri0l yWd a mil Wdmess of 40 mils Vulkem 351 Up Coat Appkation at a ram of 100 square feet per gaffm 12.45r" w- II yield a rail ; of 15 mile, wet. 11.1kaubkohooting This section descries zomrmcm irtsgwry appiication issues vOen temin maronmernal conff= e3ftt. Below ate scene c umv sly seen eAw xW remedies d arj of these should occur it is ahva s reccrnmen6d that you amtjtt yon` focal Ttemco Was Represunative or Trewco s 1!e tick S m am. 11.1 A deck dw contair4 too much moisture ' china hots a vapor, wkd then 2ardeosm at the c®ncrete"nemhrane interface before the cw" has curd and may cam blisters or bubbles and toy mWfeae with proper mbedon. If *% shoe OcCW they can be art out aiowirg in escape. Rftpr mm *Kkwra tt.A escaped and the surface is dry. the area can be repaired. 11.2 If the coating aWA3fan has been irmal4d at a dr°d west ttw is grew ttw our inst aY". irrstruttiktm pm* , blisters or W* Its rrW occur its the coating. To avoid thg ocawencer the matenaR should be apoted in thin e* coarb cc in accordance to the OwAllation itouuctic M 11.1 If the coating is applied in very Prot am t temperatures, the air in the wrwl Vacps bKAwen #* concrete parbdes woe it volume a1W form, blism, Contact Wmical Services dwuld this omu 11.E If the prmious w1mg applic4M has nat fully cured schwit may become trapped bet► ;een ft cb xW lead to late sued bliss & 'wee cut wt, @W may still be tacky on the un Rlisten may be cut out area repaired after the &Aam has been Cowed to fully dry 72. Weather frrmp M an Canting Appiketion This wcctian &A34M the hpm of aWy these outside the ideal MmpwaWe aWKal mr ra W of 654S F at 5®N relative hami tt'. 12.1 M temperawm Wier tNm the ideal rams the neaterid v.411 bp awe viscous and will slaw the cure rata Refer to dW below for care rates at vmying 12.2 Deck ter4wraruws may affect cure rales every when ambaent tem9erMres may be t-gh. 11.3 Enclosed was may stair the cure raw of the coating pause humidity Ismils Umd to be lose in these canhorK dire to the low st&ange of air over the membrane 12.44 in e)y dry eanditi*5 with relative humick less 20% even When tamperawres are higk a0e rates can sail be r. -xtcv*d. S. C;oadm Appftation 8.5d Allow dw vdkem 351 to an for 24 houm We. Recamnouled awwW ran are appmxb%am SaW (cadin; methot XW mrum surbm RD% May nwe" It* M*Ltnt d material reTwW to drain Odom ca"Falp- 8.1 1horcugt4 mix the W JF vitlh an aXuQ pin ate mixer taking care rot to emp ad b w0m in the coalang. Approwsm mix" time* should take 1-2 mmutes, Method 8: 11,6a Mix MAwn 351 top ooa using an ap"pftu mixing btade M an ck-Wic drill to a ftere is no seWemen in we bomm of the pail and the color of the mannal is em and two Aod with no wed or sviaftm ftxV of pals is reconwrowded fw laW AL For trux" tqwpTwa opt= cwvw Tmm s Tedma Semm &614 Ap* the mbted %&m 351 wAb a meth rW sdvM resistant r *m- at a rate of 200 square fat per gallon (S fW&) ID PW 8 Wet Oft TaW CW# tO aff4 W NO CM witt" pad 61K or dud raft edge lism 93 Allan Vulkem 315W to cure a monum of 4 to 6 hours and a vkwonum of 24 ham at 75*F;2,CC#, SO% re4da hwnkhy. Fw we rates an the vollm 351W refer to the duet below or carna Trw='s TW=,ml Services. BA If the VWkem 35MF has been aWied for 14 hour or Im9er *girq the ideal tmWaWre aplicalion ranp jWe cho cm tag me at dmmmil), it Ahould be deawd vvith a " cloth of xykw (do not sawate M. Pt m coat it with Ulikem Printer 0191 cr Vu&em Mw #191 Low VOC- ft highly recon mend that you ¢atrtact ymir kxAftmo Sales R wA any qtWAKM OP 9.v&n Wirrling. &% Itwe we wo acceptable ff *6xis for irstafffing ire mpcoaL 7hvj are as follow. Method A; S.Sa Mix VulkErn 35I Topcoat using m aMopfixe mixing Wide in an electric drill to assure time is no sevivnen in It* bottom of d* pail and the color of the matuial 6 even and awaWen wilh no streaks or *Wion Ploxiaq of pails is reammwkd for large idy. FoT apprapdaw mixirig equipment canes Tmww's WvkA SrM"!�. 8.5b ApOy the moored VAcm 451 with a medium s6 went resistant reap railer Avie at a raw of IGO stium het per gaBan 12.45 nft to yt6d apprmumutely 15 YW miil e. ft move, extm "utwol from t?* roffer by using a saw in the pail to Noid Pidtfi* or pmmft of the material. 8.5c App4 Ow Vu%nn W in %eWtrz wW i Lwo be easity read*d for ba&mftg. hmediabON after v*mq the'Wken 351, bmad= a 40-50 mesh (0.4-O.S= divneWl sffica ward at alumirw oxW& wft the wet VuLtan 351 and badvoll to evenly ftm?hute ft aggregates rot a mootate tettwed finish, tw 15 to 19 pmexis of .vW pair gallon of Vutkon 351 fa*U Mckreffm is neceswy regardless of hc%, the sand is broadcast (La tatt seed speader, swd-blait etc,) to "t that afl of the sand is wmple* encapulaNd into the liqud 8.69 AWj Vullmm 351 whh a medium nap wivens reiiswt roller gem at a rate of 200 s*w fW per gallon 45 mqU to Y*ld 8 tw OUX RMUM excess MUBW tw the roller by a screen in the pail tD aid pAkRes m pwtlin of d* material. 8.6h Allow the Mm 351 to mm for 24 hM Prior to allowing fm tom- S. 7 The mwed Wqwrdu at Ote finWW deck coating q9em coranixote to 0* 5yoem's wear resinam and slip rwAliame Tremco recwrarztds mAWlaV a test pwh wW 9&&g cuvonw 'Itcepla(Ke pw to Wdtallaton. Pay 3 of S 42 Wood surfaces mw be Wimed wft 0 u9mm Primer #171 Or TRMWIW MUITI- Surface Umt#n,iale Wdw. For t4' tarry a+t fer to Tmmco� Frimw Sdediion and Usse Guide found on tnImrao c wahm S. Vii? Surb"M 5.1 VntIMM 3541t1 reMLTZ IIRLMpr trtc Non- Pdrotis fttler on octal surfaces. lap Omc nast t* oe*d Rai* DpWif 24OFC anld WSW %with Vlstinem 350tM1` in orb m ww seamy bolts ,Vw mm prim to apAwn the s3ts"M 6. .ft 6.1 liecornnfluw materials aid their u ar aaa folloal: Dymenc 24&K- A is nart ePrerrric* awing, gun Wade po4wethwe ion sealant fm use in sealmg cmedl Onts and for we in farm cwft Vulkern 116: A one-part: mtriMn taming, gun Vade poi a ne sealam for use in precast masaray &W in formin calm VWkem 35M Base Coat A orrs pait low oft, lan VOC, p*%nwPftvw coating M as the e ` waw- poling membrane of the systt n w ailabk in an R (miler) grade and SL (wff 4etirrg) for honnalig aecl vubtal Vu& m 331 Top Coat A one part aliphatic e top coat pranding a chemical and UV meant, cobs stable wewivq s<mfixe- .t .:. f � /.'. • ! ,R is VialMM comer #191 - a wwlwt teary p for use who applying a fresh coat of Vu9wn urethane after the Pweft coat has been eiposed for over 24 twas andlor has tit its stafm tank V" em prime 0191 LDr VOC — a tow V nt porous and interlammmf pmm for use in aporirg a freo coat of VuHmm coating or sealant after prom" coat has bin a"sed for long period& of lama. TREMprime Multi- Surface Urethane Na w - a kw VOC, qt ck di)"g, ftmv.+rt p:? nv fw use bt'Cvown umftm and urn.' +good. concrete: PVC &W mil. A — 40�50 mesh (0 4 -0.5mm diwmteO silica swW or Aimina oxide which imparts a texlr"d finish. NCIT� A;greqlte mark' not to reguat far %wtical applicxiotrs. Reim to tie protect mariager for yetir Wafic Job regain me ntL 7 D lv" Note: Do not apF4 w1ant or cow to a fray, damp of wet surfxe or Alm air temperatwe is be"ov 40`F (4*(.) or NOTE Badw Rod is ogy mwW fw mmimg pm 7.4 AD c and low be xealed wilh t)y wk 240FC or ter amrowed TiE wo 5eaLK &W toted with the surface 7.5 Allan Dymerk 240FC or ather Tames appiwed sealart to cure a mhtim nn of 4 ttr 6 hours. 7.6 To powde a seas t Lion of the V erdv t *tad coot, ap* amp of We €rnaskim8 tape or &a t*ep to vcstital secmm uw or t1m inter above the Dywak 240FC or o*w approarsd Try sealant on prior to se lot +st n. 7.7 Apply a 25 rnfl dft denial coat of Vndkerm 31ANF Roller tirade 6 inchr s qt %=) wide cured over all wnrewd tra& all rotated and sealer ua & and ow all told O mts. Feather ttanra m*V edge of detail CWt to pint th$sg e frwn ittm" thrw* the Ti U%w tA" 7.8 Adorn ah deewil coab to to for a MiniMM Mini of 4 to 6 itos depen irg on vff4wature and hta ni ft NOTL Erman joints should not be coated ow Page 2 of 5 � 77 Vutkern Pedestrian Deck Coating System 14 Cummle ME#= M be pMperly tkwW w dig Om sure to fftvm the coatis s tt or IS fret GO pOM WRIM WMAA toting OPM IWA pwads, wd adw ma=mnadon or foreign math which ntap mwfure wA the mq Kquim 0* use of a Vullwin prim 3.5 9rtinbp cracks in the conunm sattfam wIgdt are 1/16 hch 11.6m) aide or 9maw slull be gmund tart to a �r.: 3.8 In the eet l of opmed dwt the $Mxww OqbMv kwesfigabon and for best q Erna Of Ofillons Lam► it is ko Tedminl SwAms for k� 3.11 tf the pttjw is a femathm dedr. sW swkmt and ba&mV ttiatereal #a be rewat The pm mWbm vdl Solvent 0T PMM P _ ' � r Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: ILL 6 3,-- '__4 DATE: if `l S ICLbJQ�'in- (NAME) Aontractor • Owner • Architect Picked p 2 set of plans and (other) Address: /��'a / S- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE (Signature) PERMIT CLERK INITIAL: a- 'zk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 7, 2013 Permit No: RF13 -324. Building Critique 1. The roofing application must show the minimum design wind pressures. The application is marked N /A. 2. Section D has been completed but is for the slope roof. Is this a revision to the tile portion of the roof? 3. Section C is incomplete. 4. Section C does not match the product approval. Identify the system from the product approval to be used STOPPED REVIEW Norman Bruhn CBO 305 - 762 -4859 Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings.