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RF-10-1004Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $275.00 $9.00 $4.80 $293.60 Building Department Copy Address Parcel Number Contractor(s) MURPHY ROOFS Phone CeII Phone (305) 892 -1700 (305)215 -9494 Type of Work: Re Roof Additional Info: RE -ROOF FLAT Classification: Residential Scanning: 3 Authorized Signature: Owner / Applicant / Contractor / Agent Phone Pay Date Pay Type Invoice # RF -6 -10 -38064 07/07/2010 Credit Card 06/01/2010 Credit Card Amt Paid Amt Due $ 243.60 $ 50.00 $ 50.00 $ 0.00 Date Applicant 9701 NE 5 Avenue Road Miami Shores, FL 1132060171450 Block: Lot: BARRY UNIVERSITY INC 1 Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161 -6628 1 Valuation: Total Sq Feet: $ 6,000.00 1300 1 Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. July 07, 2010 July 07, 2010 1 Inspection Number: INSP- 144901 Permit Number: RF -6 -10 -1004 Scheduled Inspection Date: July 19, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 9701 NE 5 Avenue Road Project: <NONE> Contractor: MURPHY ROOFS Building Department Comments FLAT ROOF REPLACEMENT Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc July 16, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060171450 Phone: (305) 892 -1700 Page 3 of 16 RE: Permit # G Ise /af (i) . (Print name and circle License Type) License #: 97 ac P2 On or about 7 S Gam , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at . Signature State of Florida County of Dade: SiocesVatafe e4 De 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795.2204; Fax 305- 756 -8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT , licensed as a (n) DATE: 'P O / ontractor FS 468 Building Inspector / Engineer / Architect, (Complete Job Site Address) Based upon that examination 1 have determined the installation was done according to the Hurricane Mitig,. i• Manual (Based on 553.844 F.S) The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. � �� tut u Swom to and subscribed before me this day 4 d C'' % ,, � v Notary Public, Sate of Florida at Large "General, Building, Residential, or Roofing Contractors or any individual certified'' ter 4f iSt `make such an inspection. ''� Include photographs of each plane of the roof with permit # and address # clearly shown lanced on the deck for each inspection \ NOTICE OF COMMENCEMENT (A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION a NOTICE OF COMMENCEMENT MUST BE FILED IF THE JOB VALUATION IS $ 2,500.00 OR MORE IN LABOR AND MATERIAL. PLEASE FILE AT 22 NW 1ST STREET, 1ST FLOOR, MIAMI, FLORIDA (305) 275 -1155 Permit Number: 1. Legal description of property . and street address: 2. Description of improvement y 71 11 3. Owner(s) name and address: 4. Contractor's`name and address: 6. Lender's name and address: Tax Folio Number: State of Florida County of Miami -Dade THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information is provided in this Notice of Commencement. Interest in property: Name and address of fee simple titleholder: 5. Surety: (Payment bond required by owner from contractor) Name and address: Amount of Bond: $ (Signature of Owner) Print Owner's Name: BRAVA lUwAaiq Sworn to and subscribed before me this 1 Day of, 3 (4lj) 24 10 Personally Know, or Produced Identification Oath taken Oath Not Taken �- .. Poi 0 :3 ,,, P; .. � d►- 3' �' 7rs�FL 6ec "�'� Prepared by: .Address: Notary Public: Print Notary's.N Commission Exp 111111111111111111111111111111111111111111111. t7 1 7. Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a) 7, Florida Statute: Name and address: 8. In addition to himself/herself, Owner designates the following permits) to receive a copy of a Lienor's Notice as provided in Section 713.13(1) (b), Florida Statute: Name and address: 9. Expiration date • tice of Commencement: (the expirations date is one (1) year from the date of recording unless a different date is specified) 4)5Privi yito At."; F 2C) 1 DMZ 04- 16965 OR Bk 27327 Ps 00741 (113s) RECORDED 06/21f2010 14 :11:26 HARVEY RUVIPb CLERK OF COURT MIAMI —DADE COUMTYr FLORIDA LAST F'AGE � � "' Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building ( �� R _ oofing ?ON - �°^" v Owner's Name Q 'J (Fee Simple Titleholder) Phone # �� ' � / Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 41-7 0 I Pf \--- a""--t . City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # , > Is Building Historically Designated YES NO ry Contractor's Company Name 1 Master Permit No. Phone # 110211731) BY: Permit No. Q I O CO ........... Contractor's Address PO ti in City Q o. G° State Zip `7a 1 G Qualifier Nam ' a> ..9--n. Ls Y ur Phone # 3s ---- ( q v 7y State Certificate or Registration No. Certificate of Competency No. ?YES 03 Architect/Engineer's Name (if applicable) Phone # (cQJO. 00 Value of Work For this Permit $ Sy a�P f Lir°Ff ork: t70�r V r :iYa:l ; 3 WJg vlsnlo Type of Work: Addition ❑Alteration ter rionattntao0 4 `9 , eplace ❑ Demolition ekt t6i',t3 tv.oitt4 ifpng ******* * * * * * ** *:x*************** :******* F ***** *************** **** x * **** **** *�:•x�x ***** Submittal Fee $ - Permit Fee $ 1 S CCF $ 3,00 COO /CC Notary $ As raining/Education Fee $ t .a0 Technology Fee $ 4.00 Scanning $ C 1:00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ c2`'� n See Reverse side -. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic . curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr. "v :1 and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 7 (o day of 0.Y , 20 1L , by a ryc 1404-is , who is ersonallyknown to me,or who has produced As identification and who did take an oath. as identification and who did take an oath. \‘‘' "11 vai �� D ��''• My Commissio Sign: Print: NOTARY PUBLIC: �� ......'0,, LINDA S. MITTS 1 •e'tIS Notary Public - State of Florida I I • My Co 2013 I F � Commis # OD 863031 Bonded Through National Notary Assn. Sign: 4 a Print: 1.,• n, ,a S .1N1 V 5 APPLICATION APPROVED BY: \ilia 0// • (Revised 07/10/07) Signa Contractor The foregoing instrument was acknowledged before me this()) day of `y ,_, 20 NOTARY PUBLI by Drvf%1 MS Ow , wh , ersonall kno e or who has produced Plans Examiner Engineer Zoning Permit No: 10- /Coy Job Name y , 2010 Norman Bruhn CB0 305 - 795 -2204 Building Critique Sheet Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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. ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address Roofing Permit Number Dear Building Official: I s connect' ns of my buil jng because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. U The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). �°• Signatur of Property Owner rckC..e. E a. vickr 5 Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this day of INA to? (SEAL) /Personally known or Produced Identification OWNER'S AFFIDAVIT OF EXEMPTION 1 1 0 1 / Z � ,20 I certify that I am not required to retrofit the roof to wall • —_— - -. — — - -- ,• LINDA S. MITTS • ' Notary Public - State of Ronda My Comm. Expires Jun 16, 2013 , Commission 00 863031 ONO TbrooffitiatIonat Way Assn. ormenernimplipmernopmeriesoNPNIPIIIPM L' 4, S.. When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C.16 and 5annngs'ncI'My Dxuments TRmMg Afldavd Compliance- 92607Fillable.duc w Lu > 0 < ▪ o Master Permit No, Contractor's Name Job Address MechanicallyFastenedThe IJ MoriadAdheshmSWalrile Metal PaneWShingles 0 WoodShinglesiShakes ARE THERE PvescdptivelMWRALS150 GASVENTSITAMS? 1ms 0 140 0 dt. ROOF TYPE TYPE-NATURAL 0 112GX U 0 New Roof Reit 0 Recovering 0 Repair 0 Maintenance snrsilass INFORMATION Low Shope Roof Area (SF) Steep SIo - Roof Pinta (SF) Total (SF) 70i Shingles 3co Florida Building Code Edition 2002 High Velocity Hunk:ens Zone Uniform Permit Application Rm. Section A (General information) Com 97O1 ROOF CATEGORY JL j 21W Process No. on B oof Plan .6 1. ca2 Sketch Roof Plarcillustrate aH 1 veleandsections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and Immlsoilparly IduArdlmensimusofelevatedpmessumzonesandlocadmiofpampelp. nallamilimmimminusiNMWOMMIIMMORUMBRIMMIIIMUMMOMmitnnamMunEmmunwiliman ISINEMMIMMOOMMMORMUMIRIMOMMIMEMEMMXIMIMMEMSMSWOMMISMWOMMONainsAMMONWIAAMMO InIMMOMMINIMMAINIMUSErnmannUnUMMINIMMEMIMMIMMXIMAMMOSIMMEMMINONERIAMMIWUM NEMMUMNUEMMESSIMNIMIMMWMIMMUMMINSURIMMIENNOMMININMOMMMIJJ unsmmunammonnnimmummimmsmilummummommumwmmormmummommmonammmummAmmummiessoommm IMUMURImnigUMISIMSMO5IONOOKERMKUUMUMMEMUUMUNIMMIMMEMRENIMIN4 INIMMONNOMMOMMINSMEMMUMMINNUNIMMINIMMOMMUNNIMMUMMIMMONSIMIMMNICENNOMMOOMPPP .111110111111MMMINMEMOMMEMMMENMEMIUMMEMMERMIRMINIIMINIMINIMMUNNUONSMIMMAAAAMENOVAMMOMMS 'IUMNINUMWASMENNOUROMMIMAIMMININNIMMINIMMUNIMMENINEMEUMMENNOWWW$RWREMOVPArmall INOMMOMIMMOOMMIONNUMMWSIMEMENIMMEMMOOMMINOMMOMMOOMMINEMENUMEM KWANNAIUMOMMUMWOMmwmcMOMMIIMMMUMMINAMMONOMMMONWOMMUMNMIMIRORN suammummimmonsmummummilmimmumormormummummximmummummummommAmdisonrryrrrom Immummummimmommumpniumwommansimmormitimammairmismninnommaximummilinnannirummuml 1011101111111*MNIMMUUNRACIMIUMMEEMIXIMMUMMMMUMMEMOINOMEMMMINENAMMIMIAMAXIMMOMMUM MASSMEM100WIROW4NMISMOMMOMmillisiMOOMISMOMMIMMIMMENEMNIMEMPANVIMUMMMOMMM WARVIMRSIASUNIMMIMVAIMENNIAMMUUMMEMMICIAMMOMMMIRMUMMOMMINIMENSOMMAIIMIUMMENEIMMUM MAIIWOMMONMINNIMANEE41111011mumnMeasSMEMNIRMEnnommusimwm= 'IFOIMMURIMIMMUMEKUsini.m... ANNIMMINOIMUMMMOAMMMUMOMENAOMMOMMMUMMOMMMUMMIMPAINNYAANMAMMINIMINNUMNIS MIONNIMMIEMOMMINOMOKOMMINUMMUMMUUMMVANNOMMOOMMUMUMMINUNAMMMMWWWWWORMOMMOWN IllidniNnOnsilimmunINKNUMMONEMMOINOMERMWANNINMEMMOMMIMMOMMOAMMXIMMUMMONMONSILXILENI - ERIAIUNIINWEMINANANNOWNIIMWANUMMUNIMMUNOMMINUMWAANNWAELUMINNIUMUNIMOMEXIMMILAM umWMINEWINCOOMOMISIAMMINUMNIMMEWMENNENNIUMUOMEMPARECENNOWWWOMMUKILLUSO IMAMIMWS=1411011111411,41.111MMMMEMSNWAMMOMMINUMMIMMINIMINECOMMENNSINNUMUMMEMMEMM INWIMMAIMMUMNIMMASUMWASOMMENUNWIEWOMMINUMMAOmmi/SMOCNINSMUL:ii:WAWIMMIMMEMM 'InvilimmirommennalrailimmumminaMMINVOmimmiumummUnsminsmniminismanlimimminsimmom OunipaiummomisilissammiunimmenAmmomminimmimAimmaxannummassummiummummonsill fAmmaimmrammennilmmaummimmummanniminnimannimminsmumnSpsumummainnismAnnummunin mMaluNimmmmannilmannummummosurammussimmimummniammammmummammulmampmmummmirms immmummwmplumiummmm === m mm MWEVIVAINK mm mmm mumscummmilimmanuNKMMAINANNIAMMMMUMMOMM OblimaramoMENAMMillaiannUMEMUNINVEEMMAMMEMMWMAMOnimmiummanONNONMNIMOOMMMEMENn AVUNIONOVNUNEXEMMIMMOMMUMIMMIBMANSMINSEMMIMMONOESMBMOMUMMMOKAMMMUNENENAMMIX ImumPOWAMMOONOrnisimmullmarmassamminiummarsimMinfirmnissAmmimminissminmmemisil ONIUSIMEWSWINMOMMMOMMONOMMOYJNOVAUMMEMMOMMIMMUMMWMUMMWMUNOMMMONNUMUMMOMMMOIXO -MmusgamiluMmilimmimmimmmamilimanwm1LnumummommammimmmorommtammilimmmmOwilmummincomummi inumnammammissimissimmummumL:mumumswesiOnmanommemormiummamossmIlimmlimmiummummma InumbintlinMsOnaMININNEWIMMunnassissMilanimmomemmassamemmillsommiliummmummiss twommilmismsmiummimmumaimmilimmommonsmEmnslimminspamiNsmommamommaimMismimmismi INUMMANNWINSONNIMMIMMENXIMMINOMMIMIENNUMMOUNWINUUMMAIMMUNIUMIMMWMASUMNIMMUMMM gummsamelumnimiNnommummurnummimmisnomminmemumanmammimmemmMuniminnimmom 111411MINWRIVINIONIMMENWOMMMIXIMMOMMUMEMEMMIMMEMENINIMMINMEMMXIONUOMMERIMEMOR IRMWRIMEAMOMONERMNOMMIMMOROMMONNIIRNERNMMEMEMOKOMMENSUOMMINWOBOOKINNUMENNUMOMO MUMWMINIMMMINOUNNMINOMMINEMOMMMUNOWERMISMSESNINSONMIANCOMMMIXIMOMMUMEMMMIMM •i .j uul•uau.u.RI aniNNWIIMMOMMEMOMMOXIMUMMMIMMISMINAMMIAMMMIIMUMINNUMUMMEWNWENXIMMUMMWEIMMOSIM WanNMERNmemillanNimannummENUMMENEMEWOMMIMONSINIMINNOMINE UNOMMOMUNIMMORMIONIAM ;MMUMAINNIMMRXEMOMMUMOWIMMUNNMEMUMMIMMEMNIMMUMMENXIMMIUMMIMMONSMARMUUMNIM WAMMMOMMOMMUMMOMMMMINSIMIONIMINKMMOMMOMMINIMEMON MOsommimmusalimminummpm immumimmommumminsimmummimmommummommumarrERMIWWWWWWORMIlmmummismommammy 1 • • • • • • • • • • • • • • • • Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not us , identify "NA ") System Manufacturer: NOA No.: ®7— Pg . /C> Design Wind Pressures, From RAS 128 or balculatio t Pmaxf: Pmax2g2 Pmax3: /2$1/ ejcific NOA Hoch Max. Design Pressure, F System: •• Deck Type: Gaugerrhic ss. Slope: / • Anchor/Base Sheet & No. of Ply(s) 7 Arch a heet - = ste r/! i � #4 Section C (Low Sloped Roof System) g Material: Insulation Base layer. Base Insulation Size and Thic Base Insulation Fastener/Bo Top insulation Layer: Top Insulation Size and Thickne s: Top .insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener/Bond Top Ply: Top Ply Fas rial: Surfacing: Ply Sheet(s) & No. of Ply(s) j 7�Jrf� Pty Sheet Fastener • ding Material: flawitua / 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form ECTEKV Parapet Height Mean Roof. Height Fastener Spacing for Anchor/Base Sheet Attachm nt Field: J " oc ® Lap, # Rows - -0 " oc Perimete "oc 0 Lap, # Rowse "cc Corner: 4, " oc 0 Lap, # Rows y 0 oc Number of Fasteners Per t lation Board Feld Perimet Comer I / Illustrate Com , • .' = ed and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permft Application Form. Fill in Spedfic Roof Assembly Components and Identify Manufacturer (ifa component is not , as "NA System Manufacturer. 6 NOA No.: (57 ��1 � z / f'1 Design Wind P ures, From RPO 128 or Calculations: Pmaxl: `? I Pmax2 )4 Pmax3• Max. Design Pressure, From the Specific NOA _... Deck Type: _ Gaugerrhlckness: A- ( L1 Slope: Section C (Low Sloped Roof System) 0 Anchor/Base Sheet & Na. of Ply(s): Anchor t Fastener Mater( insulation Base Layer. Base ir>suiatton Size andlhlcimess: Base Insulation Fastener/Bonding Material: Top iron Layer Top Insulation Size and Thidmessc Top insulation Fastener/Bonding Material y �J_ dr , Base Sheet(s) & No of Ply(s): y 94‘.7 Top Ply: Top Ply Fastened Bonding Material: Fastener Spacing for Anchor/Base Sheet Attachment Held "oc(4) Lap, #Rowel_ @I_ oc P erimeter. L" `? Lap, # Rows ..4'@r � oc Comer. G " oc Lap, # Rower 'roc Number of Fasteners Per Insulation Board Perimeter Comer Illustrate Components Noted and Details as Applicable: Woorlblocking, Gutter, Edge Termination, Stripping. 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 Submit Manufacturers Details that I C mply with RAS 111 and Chapter 16. Ply Sheet(s)-& No. of Ply(s): L /.& ca- • ' 7 Base Sheet Fastener/80V l ial e . ". Ply Sheet Fastener/Bonding Material: f '0 .• • 0010 • • • . • . . •• 1• , Height • • • • • • • •M • • 'goof ...•HelgL.t ... 1. ll . M I A M l•DADE N CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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: Polyglass Self - Adhered Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has... been no change in the applicable building code negatively affecting the performance of this.producf •••• • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been.a. t dsion or • • • change in the materials, use, and/or manufacture of the product or process. Misuse of tki6$ € A as an endorsement of any product, for sales, advertising or any other purposes shall automatiiaMy't rminatE • • • this NOA. Failure to comply with any section of this NOA shall be cause for terminatioi?'dN removal o�'1 • NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cott ;l3orida,.and followed by the expiration date may be displayed in advertising literature. If any portion of the NCG41r •• displayed, then it shall be done in its entirety. • .. • • • •••• ' •... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 23. The submitted documentation was reviewed by Jorge L. Aceb MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • .. .. • NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10 /11/07 Page 1 of 23 • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Elastobase V Elastobase P Elastoflex SA V Vent Elastoflex SA V FR Elastoflex SA V Elastoflex SA P FR Elastoflex SA P Polyflex SA P Polyflex SA P FR Roofing Modified Bitumen Wood -112.5 psf See General Limitation #1 Test Dimensions Specification 65' 2" x 3' 3 -3/8" ASTM D 4601 5' 2" x 3' 3 -3/8" ASTM D6164 32' 6" x 3' 3 -3/8" ASTM D 6163 32' 6" x 3' 3 -3/8" ASTM D 6163 32' 6" x 3' 3 ASTM D 6163 32' 6" x 3' 3 -3/8" ASTM D 6164 32' 6" x 3' 3 -3/8" ASTM D 6164 32' 6" x 3' 3 ASTM D 6222 32' 6" x 3' 3- ASTM D 6222 • Product Description SBS modified- asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester reinforced base sheet. • • Partially self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, polyester reinforced, SBS modified bitumen membrane with a self- • • • adhering back face and a granule tgp surfat;.. • Self - adhered, fiberglass reinforced, SBS . • • : • modified bitumen membrane Witt a %elf- • • adhering back face and a granlM f8 surfac . • • Self- adhered, polyester reinfoNad, ' •••• modified bitumen membrane wl ra :elf- • • • adhering back face and a granule. ttip surfade. • Self - adhered, polyester reinforced! A3'P . • modified bitumen membrane with a.self- • ... • • adhering back face and a granulexop■urfacp? • • • . NOA No.: 07- 0822.10 Expiration Date: 10 /11/12 Approval Date: 10 /11/07 Page 2 of 23 • • • •..... • • • • • • • APPROVED INSULATIONS: Product Name Polytherm A l Polytherm Composite ACFoam 11 ACFoam III High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens Deck or Dens Deck Prime ENRGY -3 Fesco Board Multi -Max & FA Hunter H- Shield Securock TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate /perlite composite insulation. Polyisocyanurate foam Insulation Polyisocyanurate foam Insulation Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum. Water resistant .gypsum board Polyisocyanurate foam insulation Rigid pert to roof insulation board. Polyisocyanurate roof insulation Polyisocyanurate foam Insulation Fiber reinforced Coverboard Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Energy Products Atlas Energy Products Generic Generic Generic G -P Gypsum Corp. Johns Manville ' Johns Manville RMax, Inc. Hunter USG Corp. • • • •.•• • • ••• • • •••• • • •• •• • • • • • • • • • • • • • • • • • • •••• •••• •• • • •• • • • • • • • • • •• •• • • • •••• • • NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 3 of 23 • • • •••••• •• • • • ••••• • • • • • •• • • APPROVED FASTENERS: Fastener Product Number Name 1. Dekfast Fasteners # 12, #14 & #15 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. . . #12 & #14 Roofgrip 5. Metal Plate 6. .Plastic Plate 7. Insul -Fixx HD Fastener 8. Insul -Fixx S 9. Insul -Fixx P 10. Tru -Fast HD 11. Tru -Fast Plates 12. Tru -Fast Plates EVIDENCE SUBMITTED: Test Aeency/Identifier Factory Mutual Research Corp. Exterior Research & Design, LLC Underwriters Laboratories, Inc. Trinity l ERD TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. 7 / g " x 3 '/4" Polypropylene locking 3" x 3 1/4" plate. Insulation and membrane Various fastener Galvalume AZ50 stress 3" square plate Polyethylene stress plate 3.2" round InsulationTast for steel Various and wood decks Galvalume AZ55 stress . 3" round plate Polyethylene stress plate 3" round Insulation fastener for steel and wood decks Galvalume AZ55 steel plate 3" round Polyethylene plastic plate .. 3" round Name J.I. 3001334 J.I. 3000857 J:I.3004091 #11757.12.00 -1 #11757.04.01 -1 #11751.05.03 #11758.08.03 00NK20869 #P1738.02.07 Manufacturer Dimensions (With Current NOA) UL 790 TAS 114 SFS Intec SFS Intec SFS Intec OMG OMG OMG SFS Intec SFS Intec SFS Intec The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. 0 410. • • • • 00.0 Report, s„' ' Date•.• • • --v . FMRC 4470 • 02.15.00, •••. 01.12.0!1..• ' • • 04.25.01 • • • 05.30.Q3..:. 18.11.03 4141 • ...41 • • 4141.. 06.08.00 02.05.07 NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page4of23 Deck Type 1: Wood, Non - Insulated Deck Description: 19 or greater plywood or wood plank, fastened with #8 wood screws at 6" o.c. System Type E(4): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase V or Elastobase P fastened to the deck as described below: Fastening: 12 ga. annular ring shanked nails and 1 -5/8" tin -caps 6" o.c. in 4" lap and 6" o.c. in four equally spaced staggered rows. Tin -caps are primed with D41 primer. Ply Sheet: One or more plies of Elastoflex SA V or Elastoflex SA V FR self-adhered. Membrane: One ply of Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P or Polyflex SA P FR self adhered. Surfacing: (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs/sq... 2. -Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. ,Mousey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. • Grundy al MB Aluminum Roof Coating at 1-2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal /sq. • Maximum Design Pressure: -112.5 psf; (See General limitation #7.). . • • . • • • • •. • • • •• •• • • •••• • • •• •• • • • • • • • • • • • •• • ••. • •••• • •••• • • ••. • •. • • • •••• • • ▪ •• • • • • • •••• • • NOA No.: 07- 0822.10 Expiration Date: 10 /11 /12 Approval Date: 10 /11/07 Page 22 of 23 • • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment.. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling•of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as 'tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system.. Should the fastener resistance be less than that required, as determined by the Buildir., official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, RRr,:_-tered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Appli •atton Standards TAS 105 and calculations in compliant::. *h : Roofing Application Standard RAS 1.17 • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure reqiiiteirents of Wiese areas. Fastener densities shall be increased for both insulation and base shea.as. calculate l compliance with Roofing Application Standard RAS 117. Calculations preparade•fgteed and sealed by a Florida registered Professional Engineer, Registered Architect, or Regist ;red slitgof Copsaltagt (When this limitation is specifically referred within this NOA, General Limitte188 #9 will%Ube applicable.) •• •• • • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing tern tion designs lull conform with Roofing Application Standard RAS 111 and applicable wind load tequure rents.. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones' Ci e. • field, perimeters, and corners). Neither rational analysis, nor extrapolation shall b•.perniitted for • • enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. • END OF THIS ACCEPTANCE NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 23 of 23 . • • • ...... • • • • • • . • • • • • • MIA ® M I•DADE BULL NG CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 (ln 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: Polyglass Self- Adhered Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has • • been no change in the applicable building code negatively affecting the performance of this Product? • • • ... TERMINATION of this NOA will occur after the expiration date or if there has been a.x 4sion or• • • • change in the materials, use, and/or manufacture of the product or process. Misuse of ehis44OA as an endorsement of any product, for sales, advertising or any other purposes shall automatjeall? terminus • • • this NOA. Failure to comply with any section of this NOA shall be cause for termination and remoyalof NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Co inty, florida and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • ..' • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 23. The submitted documentation was reviewed by Jorge L. Aceb NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10 /11/07 Page 1 of 23 • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing Modified Bitumen Wood -112.5 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification Elastobase V 65' 2" x 3' 3 -3/8" ASTM D 4601 Elastobase P 5' 2" x 3' 3 -3/8" ASTM D6164 • • Elastoflex SA V 32' . 6" x 3' 3 -3/8" ASTM D 6163 Vent • ' Elastoflex SA V 32' 6" x 3' 3 -3/8" ASTM D 6163 FR Elastoflex SA V 32' 6" x 3' 3- ASTM D 6163 Elastoflex SA P 32' 6" x 3' 3-3/8" FR Elastoflex SA P 32' 6" x 3' 3 -3/8" Polyflex SA P . 32' 6" x 3' 3 Polyflex SA P FR 32' 6" x 3' 3- ASTM D6164 ASTM D6164 ASTM D 6222 ASTM D 6222 Product Description SBS modified - asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester reinforced base sheet. • • • Partially self - adhered, fiberglass reinforced, SBS modified bitumen memllrane with a self - adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, polyester reinforced, SBS modified bitumen membrane with a self- • adhering back face and a granule top surfiG4...• .• Self- adhered, fiberglass reinforted•SBS .•*:* • modified bitumen membrane $/! f self- • adhering back face and a gra?iure top surface, • • Self - adhered, polyester reinfopoedt APP • •• • modified bitumen membrane•wtthh' self- •• • adhering back face and a graiMletbp surface: • Self-adhered, polyester reinfctced, APP • • modified bitumen membrane avith a self- • adhering back face and a grar►u�le top surfag8• •. NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10 /11/07 Page 2 of 23 APPROVED INSULATIONS: Product Name Polytherm A l Polytherm Composite ACFoam lI ACFoam III High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens Deck or Dens Deck Prime ENRGYL3 Fesco Board Multi-Max & FA Hunter H- Shield Securock TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate /perlite composite insulation. Polyisocyanurate foam Insulation Polyisocyanurate foam Insulation Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum. Water resistant gypsum board Polyisocyanurate foam insulation Rigid perlite roofinsulation board. Polyisocyanurate roof insulation Polyisocyanurate foam Insulation Fiber reinforced Coverboard Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Energy Products Atlas Energy Products Generic Generic Generic G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. Hunter USG Corp. •••• • • • . •••• • • • •••• �• • • • • •• •• • • • • •••• .• ••• • • • • • • • • •• • •••• • • •• • •• • •. • • • • • • • • • • • • • • •• • • •••• • • NOA No.: 07 -0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 3 of 23 • ••••• • • • • • • • • • • • • • • APPROVED FASTENERS: Fastener Number Product Name I . Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. . #12 & #14 Roofgrip 5. Metal Plate 6. . Plastic Plate 7.. : Insul -Fixx HD Fastener 8. Insul -Fixx S 9. Insul -Fixx P 10. Tru -Fast HD 11. Tru -Fast Plates 12. Tru -Fast Plates EVIDENCE SUBMITTED: Test Aeencv/Identifier Factory Mutual Research Corp. Exterior Research & Design, LLC Underwriters Laboratories, Inc. Trinity ERD TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Polyethylene plastic plate .. Name 11. 3001334 • 3.1. 3000857 II. 3004091 #11757.12.00 -1 #11757.04.01 -1 #11751.05.03 #11758.08.03 00NK20869 #P1738.02.07 Manufacturer Dimensions (With Current NOA) 2 7 4" x 3 '/4" 3 " Polypropylene Iocking plate. Insulation and membrane Various fastener Galvalume AZ50 stress 3" square plate Polyethylene stress plate 3.2" round Insulation fastener for steel Various and wood decks Galvalume AZ55 stress . 3" round plate Polyethylene stress plate 3" round UL 790 TAS 114 SFS Intec SFS Intec SFS Intec OMG OMG OMG SFS Intec SFS Intec SFS Intec The Tru -Fast Corp. 3" round The Tru -Fast Corp. . 3" round The Tru -Fast Corp.. .••• • • Date - •' • • • Report . . FMRC 4470 • 02.15.00. •••• 01.12.90•• '...•'01.12 • • .0 12.07 •04.25.01 • • • • •05.30.3..:. .•.08.1113 06.08. •••• 00 02.05.07 NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 4 of 23 ••.' • • • • • • Deck Type 1: Wood, Non - Insulated Deck Description: ' or greater plywood or wood plank, fastened with #8 wood screws at 6" o.c. System Type E(4): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase V or Elastobase P fastened to the deck as described below: Fastening: 12 ga. annular ring shanked nails and 1 -5/8" tin -caps 6" o.c. in 4" lap and 6" o.c. in four equally spaced staggered rows. Tin -caps are primed with D41 primer. Ply Sheet: One or more plies of Elastoflex SA V or Elastoflex SA V FR self-adhered. Membrane: One ply of Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P or Polyflex SA P FR self adhered. Surfacing: 4 (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag. at 400 lbs/sq or 300 Ibs /sq, respectively, in a flood coat of approved asphalt at 60 lbs/sq... 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1' /i gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1'h gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1' /z gal /sq. Maximum Design Pressure: -112.5 psf; (See General limitation #7). •••• • • • • •••• • • • • •••• .. • •••••• •• • ... • • • • ..•..• • • • .... •••• • ••.• •••• • • • • • • •• • • • • • • •• • • • • •• • • • • • •••• • • •••• NOA No.: 07- 0822.10 Expiration Date: 10 /11/12 Approval Date: 10/11/07 Page 22 of 23 • • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: I. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximuin. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a Continuous area of ventilation. Encircling•of the strips is not acceptable. A 6" break shall be placed every ..12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a - minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. • 5. Fastener pacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as 'tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Buildir. official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Is1/4G Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Test j g App}ifFi$n Standards TAS 105 and calculations in compliai,::: v.'*h .Roofing Application Stag arctRAS 1 J 7. • 7.. Perimeter and corner areas shall comply with the enhanced uplift . pressure reigUirements •ofifhe areas. Fastener densities shall be increased for both insulation and nease sheet: as calculated in compliance with Roofing Application Standard RAS. 117. Calculations prepar el,•si ied ar &'se4d by a Florida registered Professional Engineer, Registered Architect, or Registeittl•Roof Cot?Mteant (When this limitation is specifically referred within this NOA, General Limiltltre14#9 wi].not be applicable.) 0 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terninatiop designs s hall conform with Roofing Application Standard RAS 111 and applicable wind load ;equipments. 9. The maximum designed pressure limitation listed shall be applicable to all roof i ressrurr zones (i•.®• • field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for • • enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 23 of 23 • • • • • • • • • •• • • • • 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY t It 380 ` ', - 'ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGF_U)- Continucei • Membrane One or mute lavers "DUPLEX". "13Uk1,F.X t r , "POLY - BOND", "POLYBOVU G ", "POLYFLEX" or "POLYFLEX G" (modified bitumen.), heat fused. Surfacing: yields "P350 Heat Shield Aluminum Coating" or "F630 Heat Shield Famed Aluminum Coating", 1 -1 /2 gal /sq. 19. Deck: NC Inclines 1/2 Barrier Board: 1/2 in. gypsum beard. Intsulatien: Polyisocyamuate, any thickness. Base Sheet (Optionatt: Type C2. "ELASTOBASE ", "ELASTOaEX V" or "DUPLEX ". Membrane: "POLYFL2X G Flt". 'DUPLEX G Fit" (heat fused), "ELASTOFLEX G 56 FR" (hot cropped), "ELASTOS141E1 D TS4 FR" or "ELASTOFLEX VG FR" (heat hued or hat mopped). M. Deck: C -I5/32 Incline:1 basalaiion: 1/4 ht. thick C•P Gypsum DersDecke, perlite, woad lrlber or glass bee 1 in., nnerhanfaliy fastenned. Ply Sheet: Type G2, mechanically fastened. membrane: "POLYBOND . "POLYFLEX" (modified bitumen), heat welded. Surfacing: Monsey Products "Endure Aluminum Roof Coating. "Weather Check' or "Prat -Grade Attuninnan Roof Coating "15 gal /sq. 31. Dee10 NC In has. 1 /7 Insulation Pnlytsocyanurate, petite, glass ;Boer or wood fiberboard. anythiekneee. • Base Sheeb On ply Type G2, hot napped or mechandcaVy fastened at «ELASDOBASE ", heat fused, hot Mopped or mechanically fastened. Membrane: "ELASTOPLEX G 56 FR" or "ELASTOSHIEI D - I54 FR," hat mopped or heat fused. 22. Deck C45/32 Incline :1 /2 • Base Sheet One ply Type G2 or "ELASTOBASE ", mecbanlcatly fas- tened. Ply Sheeb One ply Type G2. hot mopped or "ELASTOBASE'. hot • mopped or heat fused. • Insulation (Optional): Po1,yisocyenurate, polite, glass fiber; any thick- . Membcate "ELASTOFLEX G 56 FR" or "ELASIO5111EI D 154 FR," • hot mopped or heat fused. • 23. Deck C45/32 Incline 1/2. Insulation: Polyisocyarmr'ate (2 in, min), glass fiber (15/16 in. thin), perlite /palyisacyanurate composite perlite /urethane composite (2 hL 32. Base Sheet One or more layers "DUPLEX" (heat fused or mechanically fastened), "ELASTOBASE", "ELASTOFLEX y" (hot mopped or heat fused) or Type G2 base sheet (hot mopped or mechanically fastened). - Ply Sheet (Optional): One or more layers "DUPLEX" (heat fused),: 33. "ELASTOBASE' . "ELASIOPLEX V" (hot mopped or heat fused) or Type G2 base sheet �(hot .mopped). Membrane POLYALL'. "HILYRAM ", "DUFLEX G FR" or 'POLY- FLEX C FR" (modified bitainen), heat fused. • , • 24. Deck: C-15/3 Incline 1/2 insulation: Polyisocyatntrate (2 in. min), glass fiber (1 in. min) pec[itee/poiyiisncyanurate composite, perlite /urethane composite (2 in. 34. min). - Base Sheet One or more Payers "DUPLEX" (heat fused or mechartkally - fastened), "E ASTOBASE "ELASTOFLEX V" or Type G:' base sheet - (hot mopped or me/mica/1y fastened). Ply Sheet (Optional): One or more layers "DUPLEX' (teat fused), "ELASTOBASE , "ELASTOFLEX V" or Tape G2 base sheet (hot mopped). Membrane "EL4STOFLEX G So" or °CIASTOPLEX VC FR" (modified bituuten). hot mapped. Deck• C -15 32 'de suit§ of Ceelotee GS, Tornio Asphalt Products or Black Warr' Roams _' b t ,n in place prier w roofwg• Base Sheet: One or marts layers "DUFLEX ", "Et,ASTOBAS ". +'ELP5 7FLEX V" (!teat fared or mechanically fastened) nr Celotex Ge Roofing, Taml:n Asphalt Products or Slack Warrior Rt of ing Type G2 base lavers ,' . phsit tM uk Bo k fasrw rR .ee GS"- sheet (mechanic „lie Iterated). Incline 3f2 26. 27. 28. 29. 3D. • 31. LOOK FOR THE UL MARK ON PRODUCT • -• • Roofing Systems (TGFU) - Continued Membranes "POLYALL”. "POl PRAM ". "DUPLEX G Fit ", "POL YFLEX G Re" or (modified bitumen). heat fuses. Deck: C -15/32 Incliner 1 insulation: 1/4 in. thick G-P Gypsum DensDeck® perlite. wood fiber or gins fiber, 1 in., mechanically fastened. Ply Sheet: Type G2, mechanically fastened. Membrane:• "POLYPLEX". heat welded_ Surfacing: Manley Products "Endure Aluminum Roof Coating. "Weather Check" or "Pro -Grade Aluminum Roof Coeting ;1S gel /sq- Deck: NC Incline: l/2 Barrier Board: 1 /2 in. gypsum board. Insulation: Po1yrsocyanurate 2 in. max, Base Sheet One or more plies Type G2. Membrane: "ELASTOFLEX VG R. heat fused or hot mopped. Deck C-15/32 Incline: No Limitation Base Sheet Type G2, mechanically fastened or hot mopped. Ply Sheet Type G2, hot mopped. • Membrane "POLYALL PLUS", "POIYltAM PLUS" or "POLYSTEEL PLUS". heat fused. Deck C45/32 Incline: No Limitation Insulation Polyieacyanurate or polytsagranurate composite (2 ism min.), glass fiber (7/16 in. min-), parlite (3/4 in. min.) (mechanically &maned or hat mopped). Ply Sheeb Type G2. hot mopped. • Membrane: "POLY . "POLYRA3,1 PLUS" or "POLYSTEEL PLUS", heat fused. - Deck NC Incline; No Limitations Insulation: Polylsocyanurates polyisoeyanurate,composite, pealite, any thickness, mechanically fastened ar he mopped. Ply Sheet .'Type C2, mechanically fastened or hot mopped. Membrane: "POLYALL PLUS ". "POIYUAM PLUS" or "POLYSTEEL - PLUS'. heat fused. Deck 11 /2 T&G • • Incline: No, Limitation Base Sheet Type G2, one"or mom layers, hot mopped, loose bind or mechanically fastened: Insulation PPiyfsocyanuratr 1.5 in. min. • - Insulatioa: Ferlite, 3/4 in: min Pty Sheet "ELASTOFLEX V", heat fused, bat mopped or mechanically fastened. ;,- • Membrane: "POLYALL PLUS ". Deck C-15/32 . Incline; 2.1/2 Barrier Board 1/ in. (min) C-P. Gypsum DensDecke staggered 6•in. from the plywood joints. • `• • t i • , 0 • Base Sheet Type G2, merhertically Sft� • • • • Membrane "POLYFLEX %FV, heat in platx. � • • • Deck: NC '• ! /2 •• - • • Insulation (Optbonelh i'o isoryanurete el :r, penult lariat! fear • airy oarrtidtrstions. an}' thickness, rrtecit�� fastened • • i • : • • Base Sheet. Type G2. *a isp Zteu • • Membrane "f'OLYFLEX POLE°BPID'•t* fa '1DU i.EX " :fipr 15ed in- • place. urffacing "3410 AFX" Al awn Roof at•14/4gf1!' Deck- C45/32 Marl Insolation (Optional): Toly sets aine�• 1ite. wood or p•tyisoc} enurate /partite board, any • • • • Bernier Board: 1/4 in. (Dun) C•P Gypsum DereaDeeketWattalli • • fastened with all joint staggered 6 M. i-am O ply-wocdioints • • • Base Sheet: "ELASTOBASE" (poly /sane!! mcthanicalleff ll or • "ExA TOFLEX SA PER BASE" (self adhered). • •• • • Ply Sheet (Optional): "ELASTOFLFX SA V FR BASE" (sel adhered). t.. �. - .• POLYFLEX 5A P PR ", "ELASTOFLEX SA P FR", ELaSTOFLEX SA Flt . "FLASTOFLEX SAV FR lit' (self adhered) or POLYFLEX G P R", "DUPLEX G FR ", "IiLASTOA F.X 58 FR ", EI.ASTTOFLEX VG FR", "EJ_AS`COS141F.[D TS 4 FR", heat fined. eck C-13/32 Incline: l/2 Insulation (Optianalh Telyisocyanurate 3.5 M. (min) with all Mints sta rtai b-in. (mir,.l hum the plywood join Base Sheet: Type G2, mechanically fastened followed by "E:ASI)- BASE ", eatelemif sliy fastened. Ply Sheet (Optionalk "F.LASTOFLEX SA V FR BASE" (self adhered). Membrane: "POLYFLEX SA i' FR ". "ELASTOFLEX SA P FR ", "ELASTOFLEC SA VG FR" (self adhered) or "I)UFI.EX G FR ", "Ct.AS'•fOt °LF,k t; Sn'rI : ". •'I AST(iPL !Y. VG FR". "€LASTOSN.IELD TS 4 FR ". heat ttu?ed. •0 • • • •• •• • ••.I• Owner'; Notification Form 07 t"B lAdlt -i E-i%'' ERAS "0 verso:; xc •g,>,t.•t .., };, SECTION 1524 HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. IPA 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. •••• . • • 5. Ponding water: The current roof system and/or deck of the building ma' drain wel:wild may •. cause water to pond (accumulate) in low -lying areas of the roof. Ponding an be an inclination of Structural • distress and may require the review of a professional structural engineer. Ponding m a y s h g r t e n t h e : ' : expectancy and performance of the new roofing system. Ponding conditions may notibeavIdent a l•rhe ortg1ii�1. • roofing system is removed. Ponding conditions should be corrected. ' . • • 6. scuppers (wall outlets): It is required that rainwater flow off sgthatthe roof f .not • overloaded from a build up of water. Perimeter /edge walls or other roof extensions may blpck th eltSc'harga if • overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow souppe ;s imccordance • with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be re Owner's /Agent's Signature: !! Date: CQ j l Contractor's Signature: Property Address: Permit Number: l I