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RF-10-1680BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name Total Fee Now Due $ 01 0 cC) (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Code Enforcement $ Structural Plan Review. $ Permit No. Reto-(0 Master Permit No. Permit Type (circle): Building Electrical ,Q Plumbing Mechanical Roofing q ' Owner's Name (Fee Simple Titleholder) ,,q ( {' G nd ve / mi 0 1 41 # Owner's Address / 4 5 iv 5 S}ree - cit MIAMI S{{O1 state l" LC) zip 3 3 3 « Phone # / it 5 � e 9 . 5 S + c 4 Job Address (where the work is being done) City Miami Shores Village County ° 1r, -Dade Zip - 33.15%" Is Building Historically Designated YES NO Contractor's Company Name ,A 54-a.r C k i-c3 irs t C Phone # t Lk i6 % 9 0 Contractor's A s .2-3/L1 G s 5-r / 4 ki G,°? ?)2a )2 - 4O3 II City T� . Pkie CJf' f % tai f41 Zip '35 0 Z® Qualifier 7 E /2 ca ,,g.i Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ['Alteration C ❑New Repair/Replace ❑ Demolition Describe Work: f 0 � fd 1 $7.4 Square Footage Of Work: V r ammsp BY: Submittal Fee $ p Permit Fee $ Se O CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee Scanning $ Radon $ Zoning Bond $ 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 FTFCTRICAL 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 commenc &inept must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued < th Bence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature" r"`J Signature Owner or Agent /14 A (- K CA N Contractor The foregoin ument was a i, owledged before me tlli '�A -1 0 The foregoing instrument was acknowledged before me this /5 ay of 5ef f , 20 4 /0_, by Mari( &I/Ate/19,w day of I wh is pers y known to me or who has produced (Who is rsonally known to e or who has produced — ° -- • P • w , . . 4 - as identification and who did take an oath. NOTARY P as > MY COM w�� N # DD 649624 NOTARY PUBLIC: - �� s ri15 2011 Sign: � :.. .{ = .uut - s � Sign � ,ur Print: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No.CCC �� Certificate of Competency No. * ******* * ******* * ******* * ******* * ******* * ****** * ******* * ******* * ******* * ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 1 (...' , 4 (Certificate of Competency Holder) My Commission Expire 1 ,12EL-1?p., J. LA A i? 0 _`r NO, Notary Public State of Florida ky poi' Expires 06/30/2013 Plans Examiner Engineer Zoning Inspection Number: INSP- 151514 Permit Number: RF -9 -10 -1680 Scheduled Inspection Date: October 08, 2010 Inspector: Bruhn, Norman Owner: HYNSON, ALEXANDRE & MARIANNA Job Address: 145 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A STAR CONTRACTORS INC Building Department Comments October 07, 2010 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 1132060132740 Phone: 954- 922 -5990 ROOFING FLAT Passe 1/6eiz Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 14 of 19 08/16/2010 09:50 FAX 1 800 685 7530 RE: Permit #, L v � (Print name and drde License Type) License #: C''c C or 7936 On or about / Seconda water ba Based upo Manual (Date & time) er work at Sworn to and subscribed before m Notary Public, Sate of Florida at La Revised on 512112009 INSPECTION AFFIDAVIT DATA SCAN FIELD SERVICES W004/010 ( 7 so 0 r °4 'f Sylvia M Rogers My Commission DD901060 e 4,00,°i. Expires 06/30 /2013 IYI iami V hores Village Building Department DATE: licensed as a FS 468 Building Inspector , I did personally ins (Complete Job Site Address) ation I have determined the installation was done according to the Hurricane Mitigation Retrofit 844 FS) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 or / Engineer / Architect, *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection [Space Above This Line For Recording Data] This Indenture, Made this /0 i day of June, 2008, between Steven J. Johnson and Linda M. Johnson, husband and wife, First Party, to Alexandre Maximiano and Marianna Hynson, husband and wife, Second Party, whose post office address is 145 NE 95 Street, Miami, FL 33138. (Whenever used herein, the terms "First Party" and "Second Party" shall include singular and plural, heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, wherever the context so admits or requires.) Witnesseth: That said First Party, for and in consideration of the sum of $10.00 and other good valuable consideration receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Second Party, all that certain land situated in Miami -Dade County, Florida, to wit: The East 1/2 Lot 19, all of Lots 20, 21 and 22, and the West 10 feet of Lot 23, Block 20, AMENDED PLAT OF MIAMI SHORES SECTION ONE, according to the map or plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida. a/k/a 145 NE 95 Street, Miami, FL 33138 (For Information Only: Property Appraiser's Parcel Identification Number is 11- 3206 - 013 -2740) Subject to: Conditions, restrictions, reservations, limitations and easements of records, if any (provided, however, that this reference shall not operate to reimpose the same), applicable zoning regulations and taxes for the current and subsequent years. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. And the First Party hereby covenants with said Second Party that the First Party is lawfully seized of said land in fee simple; that the First Party has good right and lawful authority to sell and convey said land; that the First Party hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances. In Witness Whereof, the said First Party has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: Witness Pr tness NEte Witn s tnda M. Johnson A � att. r HI fli Address: 9202 Beauclerc Circle W. Print Witness Name Jacksonville, FL 32257 STATE OF FLORIDA COUNTY OF MIAMI -DADE ) SS Warranty Deed (Statutory Form - FS 689.02) Steven J. Jolson Address: 9202 Beauclerc - J- sonv 1- ' ' 25/ 4 0 /` / The foregoing instrument was acknowledged before me this 13 day of June, 2008, by Steven J. Johnson and Linda M. Johnson, husband and wife, who are personally known to me and/or p;; duced as identification. Nota Imo - tate of Florida �-�2 L Lis /140.1.-C Print Name P. \Turboclose 2001 Common Files \ Closing Files \3000 \TurboClosing0000» 3262. 62- S »Maximiano »Johnson »\Assembled Documeuls■2- WARNTY.00.wpd Notary Public State of Florida Eileen Sammons My Commission DD397159 Expires 0211612009 • • • • • • • 0•0 00 • 00 • • • • • • 00 00 00 • • 000100 • Low Slope 0 Asphaltic Shingles • • • • • • • • • • • • •• • • • • • 0* 123_01-48 5/03 PAGE 2 Master Permit No. Contractor's Name Job Address • •• • • • • • • • • 410 000'0 • • •0•0 Florida Building Code Edition 2002 "rn - V HunicansZonsUnIformPerrnft Section A (Gen ml Info P ROOF CATEGOR O Mechanically Fastened Tile O Metal Panel/Shingles 0 Prescriptive BUR-RAS 150 ROOF TYPE Re-Roofing 0 Recovering ROOF SYSTEM INFORMATION 7: 4470 f (SF) Steep Sloped Roof Area (SF) Total (SF) l BY O Mortar/Adhesive Set Tile O Wood Shingles/Shakes Are there Gas Vent Sta Yes C:1 No Type: Natural 0 LPGX 9 0 Repair 0 Maintenance Section Ei(Ftoof1Plall Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dtrnensions of sections and levels, clearly identNy dimensions of elevated pressure zones and location of parapets. 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STATE AND COI INlY RULES AND REGULATIONS • ••1 • • •.1 • ••1 • I • • • / • ••I • 1 • •• • ••• ••• • • •• • • •• • 123_01 -48 5/03 PAGE 3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Applic ab Form. Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA" System Manufacturer. do- 614,1 /) fJ NOA No: 0 7 i 10- d L Design Wind Pressures, From RAS 128 or Calculations: Prnaxl: Pmax2: Pmax3: Max. Design Pressure, Fro n�the Specific NOA .••• . .System: •••• • •• •Dedc • • • Type: •n • . . Gygeahickness: • • • • • • •• •• • S lop■• • • • • • • • ° Anchor/13W Sheet & . of Piy(s): Ap 46 • •• • • •• 7 • • • ; • i nchows se S - astenerBonding Material: •••• -•- • • • • • •'insulation Base Layer f °? tf-J r Base Insulation Size and Thickness: 6/ ti' Base insulati FasterI��edBonng OI Mal ko = / O'is�'A= Top Insulation Layer. f Top Insulation Size ar1J Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) &No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s )'.& No. of PIy(s): Ply She/Fastener/Bonding Material: Top Ply: a b r'" Top Pty Fastener/ Bonding Material: 27 J Surfacing: i/�O Fastener Spacing for Anchor/Base Sheet Attachment Field: J oc @ Lap, # Rows Perimeter. ' oc © Lap, # Rows Comer. J.' oc ® Lap, # Rows tA� Number of Fasteners Per Insulation Board Field Perimeter" Come Illustrate Components Noted 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. of 4 FT. Lz, Parapet Height Mean Roof Height 454 ROOF - COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued "GAPII MP Permalite" perlite (3 in. max), Celotex "Regular and High Density Fiberboard" wood fiberboard, glass fiber, any combination. Membrane: "FiberTite" or "FiberTite XT" (EIP). 4. 'Deck: NC Incline: 1 Insulation Concrete: Cellular, gypsum, vermiculite, perlite or structural concrete. Barrier Board or Slip Sheet (Optional): 1/4 in. G -P Gypsum Dens - Decki, 3/4 in. Partek Insulations "Paroc Baseboard" or "Paroc Cap- board", Atlas Roofing "FR -10" or Tritex "Rocroof ". Membrane: "FiberTite" or "FiberTite XT" (EIP). 5. Deck: NC Incline: 1 Insulation: Polystyrene, any thickness, covered with min 1 in. wood fiberboard, min 3/4 in. perlite. Membrane: " FiberTite" or "FiberTite XT" (EIP). 6. Deck: C -15/32 Incline: No Limitation Insulation (Optional): Polyisocyanurate, polystyrene, wood fiberboard, perlite, glass fiber, Barrier Board: • •••• • gered a min of • • • • "Paroc•Baseboa • Membrane: • : • :Deck: 015/3 kness or combination. P Gypsum DensDeck® with all joints stag - m plywood joints or 3/4 in. Partek Insulations "Paroc Capboard ", mechanically fastened. e" or "FiberTite XT" (EIP). Incline: 2 • • Base Sheti. ape G2, mechanically fastened. • • • Slip Sheet: Tritex "Rocroof ", loose laid. • • • Membrane• 'FiberTite" or "FiberTite XT" (EIP). • 8. ** Deck: I' C • • • • Incline: 1-1/2 • • • • ; InsulafiM: ¶elotex "Energy Lok" or "Hy -Therm AP" wood fiberboard • • • or glassfibcr• any combination. • Membrane, • FiberTrte" or "FiberTite XT" (EIP). • •� • Deck: c 1�I.32i • Incline: 1/2 • • • Slip Sheet: Two layers Atlas Roofing "FR 50" or two layers Elk • • "Versathiald'(jnderlayment" or "VersaShield FB -2S ". • • • • • • Membrane: •FiberTrte ". ••1K0! Deck: C -15/32 Incline: 1/2 Slip Sheet: One layer Atlas Roofing "FR 10" or "FR 50 ". Insulation: Atlas Roofing "ACFoam III", 1.5 in. min thickness with all joints staggered 6 in. from plywood joints. Membrane: "FiberTite". 11. Deck: C -15/32 Incline: No Limitation Slip Sheet: Three layers Elk "VersaShield FB -1S ". Insulation (Optional): Apache Products " Pyrox" or "Whiteline ", Atlas Roofing "ACFoam II" or Johns Manville "ENRGY 2" polyisocyanurate insulation, wood fiberboard, perlite, glass fiber, any thickness or combi- nation. Slip Sheet Tritex "Rocroof", loose laid. Membrane: "FiberTite" or "FiberTite XT" (EIP). 12. Deck: C -15/32 Incline: 2 Slip Sheet: Two layers Elk "VersaShield Underlayment" or "VersaSh- ield FB-2S" or three layers "VersaShield FB -1S ". Insulation: "FIR-Value" or "Tapered FTR- Value ", Apache Products " Pyrox" or "Whiteline ", Atlas Roofing "ACFoam II" or Johns Manville "ENRGY 2" polyisocyanurate (2 in. max), Johns Manville "Fesco Foam" polyisocyanurate /perlite composite (2 in. max), GAF "GAFTEMP Per - malite" perlite (2 in. max), Johns Manville "Fesco Board" perlite (2 in. max), GAF "GAFTEMP Permalite" perlite (2 in. max), Celotex "Regular and High Density Fiberboard" wood fiberboard, glass fiber, any combi- nation. Membrane: "FiberTite" or "FiberTite XT" (EIP). 13. Deck: C -15/32 Incline: 1/4 Slip Sheet Two layers Elk " VersaShield Underlayment" or "VersaSh- ield FB -2S" or three layers " VersaShield FB -1S ". Insulation: "1 1'R- Value" or "Tapered FTR- Value ", Apache Products "T'vrox" or "Whiteline ", Atlas Roofing "ACFoam II" or Johns Manville " ENRGY 2" polyisocyanurate (any thickness), Johns Manville "Fesco Foam" polyisocyanurate /perlite composite (3 in. max), GAF "GAF 1 EMP Composite" polyisocyanurate /fiberboard composite (3 in. max), Johns Manville "Fesco Board" perlite (3 in. max), GAF "GAF 1 EMP Permalite" perlite (3 in. max), Celotex "Regular and High Density Fiberboard" wood fiberboard, glass fiber, any c. -nbination. Membrane: "FiberTite" or "FiberTite XT" (EIP). 14. Deck: C -15/32 Incline: 14/2 Slip Sheet Two layers Elk "VersaShield Underlayment" or "VersaSh- ield FB-2S" or three lavers "VersaShield F13-1S ". 2009 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF - COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Insulation: Celotex "Energy Lok" or "Hy -Therm AP" wood f or glass fiber, any combination. Membrane: " FiberTite" or "FiberTite XT" (EIP). Uniform thickness or tapered insulation may be used in the systems provided they do not exceed the indicated incline or thickr "F I R -Value Glass Facer Roof Insulation" is an acceptable substitc assembly which utilizes "F 1 R -Value Roof Insulation ". 1. Deck: NC Incline: 1 -1/2 Insulation: "FTR -Value Roof Insulation ", any thickness. Membrane "Fibertite". Class B - Mechanically Fastened 1. Deck: NC Incline: No Limitation Insulation (Optional): Any UL Classified polystyrene, we board, glass fiber or perlite, any thickness or combination. Slip Sheet: Tritex "Rocroof", loose laid. Membrane: "FiberTite" or "FiberTite XT" (EIP). 2. Deck: C -15/32 Incline: 1 Barrier Board: 5/8 in. gypsum board with 6 in. offset plywood deck. Membrane: "FiberTite" or "FiberTite XT" (EIP). 3. Deck: C3T &G Incline: 1 Slip Sheet: 5/8 in. gypsum board. Membrane: "FiberTite" or "Fibertite XT" (EIP). 4. Deck: C -15/32 Incline: 1/2 Slip Sheet Tritex "Rocroof", loose laid. Membrane: "FiberTite" or "FiberTite XT" (EIP). 5. Deck: C -3/8 Incline: 1/2 Insulation: 3/4 in. (min) perlite with all joints staggered E : -. plywood joints. Barrier Board: G-P Gypsum 1/4 in. DensDeck®. Membrane: "FiberTite" or "FiberTite XT" (EIP). 6. Deck: C -15/32 Incline: 1 -1/2 Slip Sheet One layer Elk "VersaShield Underlayment" or FB -2S ". Membrane: "FiberTite" or "FiberTite XT" (EIP). MAINTENANCE AND REPAIR SYSTEMS Class A 1. Deck: C -15/32 Incline: No Limitat:.: Existing Roof System: Class A, B or C cap sheet or BUR roof, insulated or uninsulated and /or single ply mernb PVC or CPE). Slip Sheet: One ply Atlas Roofing "FR -50" or two plies "FR -10" or one ply Tritex "Rocroof ", mechanically fasten: Membrane: "FiberTite" or "FiberTite XT" (EIP), mechanic_ _- 2. Deck: NC Incline: 1/2 Existing Roof System: Class A, B or C cap sheet or BUR roof, insulated or uninsulated and /or single ply mern_ PVC or CPE). Insulation: a. Any UL Classified polystyrene insulation (taperer ^• thickness) any thickness covered with 1 in. perlite, 1 L. Atlas Roofing "FR -10" or Tritex "Rocroof". b. Apache Products "Pyrox" or "Whiteline ", Atlas Rai. "ACFoam II" or Johns Manville "ENRGY 2" polyisocyar tion, any thickness. c. Wood fiber or perlite. Membrane: "FiberTite" or "FiberTite XT" (EIP), mechanic 3. Deck: C -15/32 Incline: No Limita_ Existing Roof System: Class A, B or C cap sheet or sir, : ifn BUR roof, insulated or uninsulated and /or single ply mem= am PVC or CPE). Barrier Board: 1/4 in. G-P Gypsum DensDeck®, 3/4 in. - =-u tions "Paroc Baseboard" or "Paroc Capboard ", mechanic. Membrane: "FiberTite" or "FiberTite XT" (EIP), mechani_ 4. Deck: C -15/32 Incline: 2 Existing Roof System: Class A gravel surfaced BUR tained). Insulation: a. Any UL Classified polystyrene insulation (tapere: 3 thickness) any thickness covered with 1 in. perlite. b. Apache Products "Pymx" or "Whiteline ", Atlas Roe_ II" or Johns Manville "ENRGY 2" polyisocyanurate =: thickness. c. Perlite. ,Membrane: "FiberTite" or "FiberTite XT" (EIP), mechar. — to • rvi • •4 tir C;IC • • • ,., • • c • • • • • • • • • • • • • • • • • • • • •••• • . • • • • • • • •• • •••• • • • • ;'.; • • .3 _) •• • • • • • • • • • • • • • • fip ACk fi 1 1 1 i ti ( r / j dic• 56;4. tt / • o p,. • • • • • • •••• ,„ , ( 1 • ( .2; 1 •i ' t - ; .11 / ( ,f I ,"-' it cJ ! it id i7 L? liti 44 'S S . •••• ;A- r Co A di ? i2 r 6 cod' - 10 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 govem 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 nd the contractor. The owner's initial in the adjacent box indicates that the item has been explained. . Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are r the purpose of providing that the roofing system meets the wind resistance and water intrusion pe ormance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship p visions. 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. RenaiUing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in acco dands tgitlithe current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building 'I.;o ct (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 to' s . toxhlaahises, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner sho I notify tine occupants of adjacent units of roofing work to be performed. • • • 4.6 rposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from, below. The owner may wish to maintain the architectural appearance, therefore, roofing nail genet tions:of the underside of the decking may not be acceptable. The Florida Building Code provides the op4iovf maintaining this appearance. • i �` 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Aqi 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with t Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent aural airflow through the interior of the s ctural assembly (the building itself). The existing amount of attic ventil on shall not be reduced. It may be ben ficial to consider additional venting which can result in extending they a life of the roof. Owner's /Agent's Signature f/ 4 (✓ N J !A Property Address Rev:112012005,Computer Services, Building Department Date Contractor's Signature Permit Number MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Seaman Corporation 1000 Venture Boulevard Wooster, OH 44691 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 Miami Dade County Product Control )ji sion and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County • .and8ther aieas.where allowed by the Authority Having Jurisdiction (AHJ). • • .11111TTOA !hall not be valid after the expiration date stated below. The Miami Dade County Product Control Divis6 In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) 'Nolte the jighttb have this product or material tested for quality assurance purposes. If this product or 'mafelial fall M perform in the accepted manner, the manufacturer will incur the expense of such testing • and tie AI$ ysmmediately revoke, modify, or suspend the use of such product or material within heir jurisdir reserves the right to revoke this acceptance, if it is determined by Miami Dade Gaunty Product Control Division that this product or material fails to meet the requirements of the • applicable lluijdmg code. .. .. • • %is 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: Flbertite Single Ply Roof 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 revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and r emoval 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 NOA revises NOA No. 05-0922.13 and consists of pages 1 i . ugh 12. The submitted documentation was reviewed by Jorge L. Ace NIIAMI 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.: 07-0710.12 Expiration Date: 01/05/11 Approval Date: 09/27/07 Page 1 of 12 •.•• ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Dimensions Suecification Various TAS 114 Product • oFtbb XT'LX, SAC • • • • • FiberTite PB • • • • •• • •• •• • • • • • • • •• • •1RNon liehtfa=ced • •• •••• FIR Cones, •.•• • • • •• • • • •• Ent Corners • • • • ...• FTR 101 F1'R 201 FTR 401 FTR 190 FTR 290 FIR 390 FTR SL1 FiberClad Tuff Trac Roofing Single Ply I{EE Wood -67.5 psf 54" x 100' TAS 114 0.060" x 54" x 24' 1" to 8" 2' x 2' 48" x 120" TAS 114 TAS 114 TAS 114 proprietary proprietary pulp ietary proprietary proprietary proprietary proprietary n/a 5/32" x 36" x 40' n/a 1" x 24" x 48" Product Description Thermoplastic, single ply membrane Thermoplastic, fleece- backed, single ply membrane Thermoplastic flashing accessory premolded "thermoplastic" pipe flashing premolded "thermoplastic" comer flashing (4 per unit) one part urethane sealant elastomeric (mastic) sealant Asphalt/urethane adhesive two side "contact" bonding adhesive one side "substrate only" fleece back solvent based adhesive one side "substrate only" fleece back water based adhesive one part "pourable" urethane sealant polymeric coated G -90 galvanized steel or stainless steel vinyl walk way vinyl protection pad NOA No.: 07- 0710.12 Expiration Date: 01/05/11 Approval Date: 09/27/07 Page 2 of 12 APPROVED INSULATIONS: FTR -Value ACFoam II, III Dens Deck Sturdi -Top H- Shield • • ITNIRGY 2, ENERGY 3, PSI-25 •••• • .• • • Tipp? X Gypsum Multi- Ma;,•FA• • .. • •. •• • .• • • Rdttoof •• • .••• • • • • • •Seefrock •••• • Product Name • • AP1 OVTD FASTENERS: •••• ••••• Fastener Number 7. Insul Fixx S 8. Insul Fixx P Product Name 1. P 1`lt MAGNUM Fastener 2. FTR MAGNUM Plate 3. Olympic Fasteners 4. Olympic Standard 5. Olympic Plastic Plastic 6. Insul-Fixx Fastener TABLE 2 Membrane fastener Product Description Isocyanurate Insulation Isocyanurate Insulation Silicon treated gypsum Wood fiber insulation board Isocyanurate Insulation Isocyanurate Insulation Gypsum Wallboard Polyisocyanurate foam insulation Rockwool fire barrier Fiber Reinforced Roof Board TABLE 3 Product Description Galvalume AZ50 stress plate Insulation and membrane fastener Galvalume AZ55 stress plate Plastic plates for fasteners. Insulation fastener for steel and wood decks Galvalume AZ55 stress plate Polyethylene stress plate Dimensions Various 1.5" x 2.5" Various 3" round 3" round Various 3" round 3" round Manufacturer (With Current NOA) Seaman Corp. Atlas Roofing Corp. G -P Products G-P Products Hunter Panels LLC Johns Manville Generic Rmax, Inc. Tritex USG Manufacturer (With Current NOA) Seaman Corp. Seaman Corp. Olympic Mfg. Group Olympic Mfg. Group Olympic Mfg. Group SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. NOA No.: 07- 0710.12 Expiration Date: 01/05/11 Approval Date: 09/27/07 Page 3 of 12 • • • • ' • • • • • • • EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. •••• • • •••• • •• • • • Uncreiorritees J.aberatories • •• • • • • • • • •• .• • •••• • • • • • T i•• En .. q Inc. • •••• • • ' B►xteiior Reeal • & Design, LLC • • • •••• • • • •••• Trinity I ERD •• •• Name FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 Fire Resistance Testing TAS 117 TAS 114 TAS 114 TAS 114 TAS 114 Report Date J.I.# 0R8A9.AM 03/12/94 J.L #2X2A2.AM 06/17/94 J.L#2Y0A4.AM 11/01/94 J.L# 0Y7A2.AM 11/28/94 J.L #1Y7A5.AM 12/29/95 J.L #1Z2A5.AM 01/12/96 J.L 1Z3A8.AM 08/13.97 J.L #30003251 10/15/99 3009071 01/03/02 3014050 07/08/03 94NK40647 10/15/94 95NK20862 11/17/95 98NK12810 8/11/98 98NK17212 8/21/98 #4730.12.95 -1 12/03/95 #4015.1096 -1 10/02/96 #4006.07.97 -1 10/02/96 #4006.08.00 -1 07/17/00 S5700.06.07 -R2 05/18/07 NOA. No.: 07-0710.12 Expiration Date: 01/05/11 Approval Date: 09/27/07 Page 4 of 12 • • • • • • • • ••••• • • • • • • • Membrane Type: Single Ply, Thermoplastic Deck Type II: Wood, Insulated Deck Description: 19 /' or greater plywood or wood plank attached with 8d spiral nails 6" o.c. to supports having a maximum span of 24 ". System Type D(4): Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners (Table 3) • • .'*Name A oam 11, ACFoam III, Multi -Max FA, ENRGY -3 Minis i ck N/A 1pnsDeck,ick N .,, VC•t • j jote; Top • = • ! ve preliminary attachment, prior to the installation of the base/anchor a hhet at a'tpygipium application rate of two fasteners per board for insulation boards having no dimension.patar than 4 ft., and four fasteners for any insulation board having no dimension Mater thaw & fig All layers of insulation and base sheet shall be simultaneously fastened. See lihsefanch* tJtJ below for fasteners and density. •••• • • • • fnbrane: Fastening: Maximum Design Pressure: FiberTite, FiberTite-XT, FiberTite -SM or FiberTite Xlreme roof cover attached through the preliminary fastened insulation/barrier to the deck following the fastening methods specified below: Fasten with FTR MAGNUM fasteners and FTR MAGNUM stress plates 6" o.c. in 5" laps spaced 51" o.c. Laps are sealed with 1.5 -inch heat weld. 52.5 psf ee General Limitation #7) Fastener Density/ft N/A N/A N/A NOA No.: 07-0710.12 Expiration Date: 01/05/11 Approval Date: 09/27/07 Page 10 of 12 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 • • opped • 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing • S contijuuous. area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be • • • placed'.Ary 2.2' in each ribbon to allow cross ventilation. Asphalt application of either system shall • • • • • e at a rate of 12lbs.sq. Note: Spot attached systems shall be limited to a maximum • • 'design'1Si' ere of -45 psf. • • r • Fas ®r�sa' for insulation attachment is based on a Minimum Characteristic Force (F) value of • • • • 275 Ibf in compliance with Testing Application Standard TAS 105. If the fastener value, ....as fielci,-4, are below 275 lbf. insulation attachment shall not be acceptable. • • ' F» • #'astenlr racing for mechanical attachment of anchor/base sheet or membrane attachment is based • • • • • •gn a munmuns fastener resistance value in conjunction with the maximum design value listed within ****a. specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 07- 0710.12 Expiration Date: 01105111 Approval Date: 09/27/07 Page 12 of 12