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ROOFINGROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Contfnuegf Base Sheet (Optional): One or more:•layers Type 61, G2 or G3. Membrane: One or more layers ofaluberoid Torch' (smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Hop' (granule) or 'Ruberoid Mop Plus' (granule), Coating: Karnak No. 97, 1.1/2 gaVsq. • Deck: C•1S/32 Incliner 1/2 • lnsutation: One or more layers peruse, glau fiber, is isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1.1/2 in. min thickness (offset from plywood Joints 6 In.). Base Sheet: One or more Layers of Type 62 or 63. Ply Sheet (Optional): One or more layers of Type 61. . Membrane: One or more layers of 'Ruberoid Torch' (smooth 6r granule), : 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule) or 'Ruberoid Hop Plus' (granule). Surfacing: Karnak No. 97, 1 -1/2.- 3 gaVsq. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or G3. i Membnne: One or more layers of 'Ruberoid Torch (smooth or granule), 'Ruberoid Torch Plus' (granule). Surfacing (Optional): Karnak No. 97' or '169' at 1.3 gaVsq or Grundy Ind. '20 F Emulsion' at 3 gat/sq. Deck: C•1S/32 Incline: 1/2 Insulation: One or more layeekq pulite, glass fiber, 3/4 in. min, isocyanunte, urethane, perlite /isdtyanurate composite, perUte /urethane composite, phenolic, 1.1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, 62 or G3. Membrane: One or more Layers of 'Ruberoid Torch .(smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule) or 'Ruberoid Mop Plus' (granule). Surfacing: Gravel. 1. Deck: C -IS /32 Incliner 1/2 Insulation (Optional): One or more layers perUte, wood fiber, glass fiber. isocyanurate, urethane, rllte/lsocyanurate composite, pe urethane composite, wood fiber/isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membnne: One or more Layers of 'Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule). or 'Ruberoid Mop Plus' (granule). • Surfacing: Karnak No. 97, 1.1/2 • 3 gaVsq or gravel. t. Deck: HC Incline: 1/2 isocyanurate, One rethane, perlite/isocyanurate composite, /urethane composite, phenolic, 1.1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 of G3. Membnne: One or more layers of 'Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule) or 'Ruberoid Mop Plus' (granule ) . Surfacing: 'Al M8 Aluminum Roof Coating' at 1.2 gal/sq• • 9. Deck: C•1S/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glau fiber, 3/4 in. : min, isoryanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, phenolic, 1.1/2 in. min. Base Sheet: One or more layers of Type 62 'GAFGLAS 175 Base Sheet', hot mopped or mechanically fastened In place. Pty Sheet One or more Layers of Type 61 'GAFGLAS Ply 4', hot mopped in place. 4 Membrane: 'Ruberoid Mop FR' (granule). •••• Surfacing (Optional): GAF Flbered Aluminum Coating at 1.1/2 gaVsq or GAF Weather Coat Emulsion at 3 gaUsq. C 10. Deck: C•1S/32 Incline: 1/2 Insulation (Optional): One or more layers perUte, glass fiber, 3/4 In. min, isocyanurate, urethane, pertite/Lsocyanurate composite, perUte/ urethane composite, phenolic, 1.1/2 in. min. Base Sheet One or more Layers of Type 62 'GAFGLAS 1175 Base Sheet', hot mopped or mechanically futened in place. Ply Sheet One or more Layers of Type 61'GAFGIAIS Ply 4', or 'GAFGLAS Ply 6' hot mopped in place. Membrane: 'Ruberoid Torch FR' (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1/2 gaVsq or GAF Weather Coat Emulsion at 3 gal/sq. 11. Deck C -15/32 incline: 1/2 Insulation: Isocyanurate; 2 in. min., wood fiber, perUte or glut fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 °GAFGLAS 175 Base Sheet', hot mopped or mechanically fastened in place. Pty Sheet (Optional): One or more layers of Type 61 'GAFGLAS Ply 4' of 'Ply 6' hot mopped in place. Membrane: 'Ruberoid Torch FR° (granule). Surfacing (Optional): GAF Fibered AtuniTum Coating at 1.1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. LOOK. FOR MARK ON PRODUCT ROOFING SYSTEMS (TGFU)— Continued 12. Decks C•15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, pulite or glass fiber, any thickness, hot mopped or mechanically fastened In place. Joints offset 6 •in. Base Sheet: One or more layers of Type G2 'GAFGLAS 175 Base Sheer. hot mopped or mechanically fastened In place. , Ply Sheets One or more layers of Type 61 'GAFGLAS Ply 4' or °Ply 6 °. hot mopped In place. Membrane : 'Ruberoid Torch FR' (granule). Surfadng ( Optonal): GAF Flbered Aluminum Coating at 1.1/2 gat/sq or GAF Weather Coat Emulsion at 3 gat,/: . 13. Dedu NC Incline:. 1 /2 Insulation (Optional): Isocyanurate, wood fiber board, penite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 In. Base Sheet: One or more layers of Type G2 'GAFGLAS 475 Base Sheer, hot mopped in place. • Ply Sheet (Optional): One or more layers of Type 61 'GAFGLAS Ply 4° or 'Ply 6' hot mopped in place. Membranes 'Ruberoid Torch FR' (granule). Surfacing (Optlonal):'GAF Flbered Aluminum Coating° at 1.1/2 gaVsq • or GAF Weather Coat Emulsion at 3 gal/sq. 14. Deck: NC Incline: 1/2 Insulation (optional): Isocyanurate, wood fiber board, pertite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of 'GAFGLAS 675 Base Sheet'. hot mopped in place. Pty Sheet (Optional): One or more layers of 'GAF GLAS Ply 4' or °Ply 6° hot mopped in place. Membrane: 'Ruberotd Torch FR' (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gaUsq or GAF Fibered Aluminum Coating 'at 1.1/2 gaVsq. 15. Deck: C•15/32 Incline: 1/2 Insulation (Optional): PerUte, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. • Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. • Membrane:'Rubero(d Mop FR' or 'Ruberotd Mop 170 FR' (granule). 16. Deck: C•15/32 Incline: 1/2 ° Insulation (Optional): fiber glass, Isocyanurate, urethane, perlite/ isocyanunte composite or phenolic. offset 6 in. from Joints. Base Sheet: One or more layers of Type 6.2 or G•3 base sheet. hot mopped or mechanically fastened. P Pty Sheet (Optional): One or more layers of Type G•1, hot mopped in Membrane: One layer of 'Ruberoid Torch' or 'Ruberoid Mop' (smooth). • Membrane: One layer of 'Ruberotd Torch FR' or 'Ruberoid Mop FR' (granule) 17. Decks NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate. urethane, perUte/isocyanurate composite or phenolic. • Base Sheet: One or more layers Type 62 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61. hot mopped in place. Membrane: One layer of 'Ruberoid Mop FR' or 'Ruberoid Mop 170 FR° (granule). 18. Deckr NC Incline: •1/2 Insulation (Optional): PerUte, fiber glass, wood fiber, isocyanurate. urethane, perlite/isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type 6.2 or G•3 base sheet, hot mopped or mechanically fastened. • P Pty Sheet (Optional): One or more layers of Type G•1, hot mopped in Membnne: One layer of 'Ruberoid Torch° (smooth), °Ruberoid Mop° (smooth). Membnne: One layer of 'Ruberoid Torch FR', 'Ruberoid Mop FR° or 'Ruberoid Mop FR' (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate. urethane, perlite/isocyanurate composite or phenolic, any thickness. . Base Sheet: One or more plies GI or 62, hot mopped or adhered with Karnak Chemical Co. 'No. 81' or Gibson-Homan 'No. 6160° cold applied adhesive at 1.1/2 gaVsq. Membnne: One layer of 'Ruberoid Mop FR" or 'Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. °No. 81° or GibSOn-HOman 'No. 6160' cold applied adhesive at 1.1/2 gatlsq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS 175' (Type G2), mechanically attached. ROOF COVERING MATERIALS QEVT) 135 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAFRuberoid® Mod fed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade Counry Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, inc., Factory Mutual Research Corporation, and Underwriters Laboratories, inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade Counry, Florida under the specific conditions set forth on pages 2.60 and tnc standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval. if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 Approved: 11/06/97 A T Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade Counry, FlpridA under the conditions set forth above. / ( 1 / / Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County • Applicant: GAF Materials CorporaRion 1361 Alps Road . Wayne, NJ 07470 Category: Membrane Roofing System Sub-Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS years. PRODLCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Prozuc: Cone: of No.: 97- 0804.14 Approval Date: !November 6, 1997 Expiration Date: November 6. 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Frank Zuloaga, Roofing Product Control Examiner Insulation Tv es: Material Wood Material Wood Basalt Wool Periite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberooard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 61 Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement • GAFGLAS 075® GAFGLAS ti80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PlyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODCCTS NLANUFACTL'RED OR LABELED BY APPLICA_^T Dimensions 5, 55 gallons 5 gallons 1 , 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 lb. roll 5 sq. roll 76 Ib. roll 0 Test Specification ASTM D 41 60 Ib. bags ASTM D 1863 ASTM 1227 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 2178 ASTM D 3909 Page 4 of 61 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. rank Zuloaga, Roofing Product Control Ez 'nii er Product GAFTITE® Base Sheet Fastener and Plate ' Galvalume Plates NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth • RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule Test Dimensions Specification 3" and 3 1/2" 3" and 3 Y:" 1.5 sq. roll I sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. I sq. roll 87 lbs. 1 sq. roll 102 lbs. PA :14 Base sheet fastening assembly. PA 1 1 a Round galvalwne stress plates. PA 1 14 Fastener for use in gypsum, tectum ano lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 lion -woven polyester mat coated with polymer modified asphalt and surfaced — with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 of 61 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat Boated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surf /I Frank Zuloaga, Roofing Product Control Examiner Test Product Product Dimensions Specification Description Dekfast Lock Plate 3" x 3 I i4" Dekfast Fasteners PA 114 Polypropylene locking plate. PA !14 1nsulanon fasteners for #I5 concrete decks High Density Wood various Fiberboard Page 11 of 61 Nlanufacturer Construction Fasteners inc. (with current PCA) Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #12 and wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt ASTM D 3 1 ® Type 1 1 1 or I V Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board generic Pelite/Urethane various PA 110 Perlite / urethane composite generic Composite board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails u oaga. Roofing Product Control Examiner Tin Caps Test Product Product Dimensions Specification Description MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y-2 1 SORoc Min. 32 ga. x various 3" round various various various Ccrrosion resistant circular PA 12! Aiuminum rocf:cating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 PA 114 PA 114 Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Manufacturer generic Grundy Industries (,•■ :urrent PCA) Georgia Pacific (■vith current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA-) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers. Inc. (with current PCA) NRG Barriers. Inc. (with current PCA) Frank Zuloaga, Roofing Product Control EAarniner Test Ae encv /Identifier Factory Mutual Research Corporation Dynatech Engineering Corporation ?Name Current insulation Attachment Requirements Wind Uplift PA 114 TEST REPORTS Factory Mutual Research Wind Uplift 3.1. OT4AI.AM Corporation FMRC 4470 - PA 1 14 Factory Mutual Research Wind Uplift 3.1. 1 V8A4.AaM Corporation FMRC 4470 - PA 1 14 Factory Mutual Research Wind Uplift J.1. I R 1 A6.AM Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 0T2Q4.AM Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 0Q6A6.AM Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 3X3A2.AM Corporation FMRC 4470 - PA 114 Factory Mutual Research \Vind Uplift 3.1. 0Y9Q5.AM Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC 1.1. 1B9A8.AM Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC 3.1. 3D4Q2.AM Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 Underwriters Fire Resistance R1306, 87NK 11819 Laboratories, Inc. Classification UL790 - PA 114 Report Date FMRC :996 01 01.96 #3600.02.95 -1 Page 16 of 61 08.26.92 06.28.93 11.15.91 10.1 7.91 07.16.91 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 rank Zuloaga, Roofing Product Control Examiner Test Agencv/Ydentifier Dynatech Engineering Corporation Wind Upiift PA 114 O Name Page 17 of 61 Report Date =4482.02.95-1 02.C2.95 Roofing Product Control Examiner Membrane Type: SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: " /,," or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS ® #75, GAFGLAS R80 Ultima''' Base Sheet. GAFGLAS PLY 4g. GAFGLASA PLY 68, GAFGLAS FlexPly' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 '1 tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 68 Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule. Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladT"' SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule. RUBEROID® Mop 170 FR. RUBEROID® Mop Plus Granule, RUBEROID® 30. RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 IbJsq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. Maximum Design Pressure: -45 psi (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 2 ":12 "; See General Limitation #3. Specification No.: 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. C 15 %. Page 22 of 61 / Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is Cased cn a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with `1erto -Dade County Protocol PA 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Memo-Dade Counry Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 1 1 7. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shaJI be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade Counry Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275.Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. %a Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Frank Zuloaga, Roofing Product Control Exam S GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D : = type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may 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 Ibs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyaourate foam insulation, the maximum design pressure is limited to —60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section 1g Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 Zuloaga, Roofing Product Control Examiner 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Appiicat ;on Standard PA : 17. (When this limitation is specifically referred within this NOA, General Limitation 1420 will not be applicable.) 8 All attachment and sizing of perimeter naiiers, metal profile, and/or :lashing termination designs shall conform with Metro-Dade County Roofing Application Standard PA 1 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. if the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro- Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 1 L 7. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. lithe fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 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. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of 61 rank Zuloaga, Roofing Product Control Examiner 14 All standard panel sizes are acceptable fcr r;ecnanicai anacbment. W do applied in approved asphalt, panel size shall be 4' x 4' rnaxi:11=n. 15 In recovery /re - roofing applications, prior to the appiication, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with. Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 if required, any Factory Mutual Approved vapor barrier in conjunction with 'proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in - strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No 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.) Page 60 of 61 car + GAF Materials Corporation ACCEPTANCE NO.: 97- 081e.t4 1361 Alps Road APPROVED: November 6. 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be perrnanentlx labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered it a) There has been a change in the South Florida Building Code affecting the evaluation of this product mid the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the Ming of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be•done in iu entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or iu distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner J AM EFM ES VQ .,LA Z BUILDING INSPECTION EPAr=jTfm1(£NT A UCA {T N FOR ELIALCIINM pEamU7 Application is hereby made for the approya: of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all males and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._ °U u;; � _u s 7_ � fl9 _ Owner's Name and Address T. No 1.0.7.0 Street__.:, Registered Architect and /or Engineer • Name and address of licensed contractor 3ohnert Roof Sum l°• C(� 7� Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1070 lird. State work to be done and ose of building (by floors lL' ° _LC_o_"L___:Cc.a% ^� 2 r o� __ ,, c; PAP g ( Y - ---- 7 1,�� -�:�.. � - �1 „;. -K 2 °j^ 'OU{7lo cortel f3ltS Grid :;ravel. and for no other purpose. New Building Remodeling Addition Repairs h No. of Stories To be constructed of Kind of foundation Roof Covering ' Estimated Total cost of improvements $ Floc ° 00 Amount of Permit $_.._ Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to 3710 Ll_t. Tto 9 :!iafai Fla. The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for spection on the si of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s tors, on k to be performed under this permit, as are licensed by Miami Shores Village. q r Remarks • (Signed) STATE OF FLORIDA, COUNTY OF DADE. d ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true Permit No .� �. �%_'; 2 Date___ `�'� // Read, Sworn to and Subscribed before me. Disapproved �� �,Iy/�/ / Notary Public, State of Florida (Signed) - -- -!/ ). ,/,_\e",, Building Inspector _ My Commission Expires PLANNING BOARD DATE Chainnan Member Member Member Member -. _. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Disapproved (Signed) APFLOCATDO l FO E LHLI O G PERMJOT (`�i]�AM SHORES VA BUILDING INSPECTION DEPARTMENT Application is hereby mode for the approval of the detailed statement ut the plans end specifications herewith submitted for the build ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and oll rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein apeeified oa 01o2. A copy of apyrov plans and specifications must be kept at building during progress of the work, Bldg. Permit #20826 12 squares Owner's Name and Address . Aa lflt Cltussen Data.. Registered Architect and /or Engineer Name and address of licensed cont ractor. .l'Ig....9 mpg_ #`rile Coo In 57) No1,Jo 71st Miami Fla. 33150 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1070 N. E. 91st Terrace State work to be done and purpose of building (by floors). i.att1 —1 Roof on_garage addition: tin cap 1-30<r g , .9...sheath ng mop 2 ..15# felts with hot asphalt and apply pea gravel ertbe2lded = - , to hot asphalt. March 20th. 1 79 No 1070 s e NoEo 91s Teri e° and for no other purpon. Ncw Building Remodeling Addition X Repairs No. of Stories. To be constructed of Kind of foundation iReof covering4..ply gravel Estimated Total cost of improvements $ 595.00 Amount of Peerrmi¢ a. 12.50 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to .. .. The undersigned applicant for this building perinit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Perrn.mncnt Supplement, and has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection ern ¢ ^ of the work such ublic notice or notices as arc required by the Act. The undersigned agrees to employ only such su ors am work to be m e perfore,t.ndes' this pcnnit, as are licensed by Miami Shores Village. t n�. - % g d).._ Remarks (S STATE OF FLORIDA, COUNTY OF DADE. ss- Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well !mown, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the wane, and that all facts Date ig9041 Read, Sworn to ond Subscribed before me. therein by him state are true. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member \lcrr,ber Member Member Member — .._..... Council Approved Date Disapprevrr•'. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has barn obtain front the PI,innir,;; Board. A re- mn'pection fce of $1.00 will be charged when such re- inspection in =ado necessary by drnpsopart notice for inspet:tirrn rtr faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder Legal Lot Description Address of Building LJ lJ r CON TRACTOR CR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 6548 Owner of Building Work to be performed under this Permit Bl. DATE 195_ Contractor's License No. Subdi- vision Value of 1 1 Amount of Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to tho work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for wort done by his agents, servants or employees. Signed. BY: INSPECTOR 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 Shore; Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY Tor „Isle...ldg. Co. Owner's Name and Address ° 0 ° Patrick Name and address of licensed contractor State work to be done and purpose of building (by floors) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and /or Engineer C O ®9 573 117° not Sheet Metal Spero E LqRation and legal description of lot to be built on: E. 1iU0t er e s Ed Lo 9 & 1, Block 2 Subdivision Street and Number where work is to be done 1070 F. E. 91st T Pro c e and for no other purpose. New Building X . Remodeling. Addition Repairs No. of Stories X27.0 �i S° tit e . �C ✓J' .,�_.'_'; U ;' To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 795 a 00 Amount of Permit $ 00 Zone cubage required plan Cubage Distance to next nearest building._._ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) MET 1D 1RETAL P CI1 LT Y STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Roofing new residenco to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. '� � Date 0 " Read Sworn to and Subscribed before me. Date December 31v 19 67 Disapproved / Date_ .__. Notary Public, State of Florida (Signed) tcl' ; Building Inspect' No Street My Commission Expires P ANNING BOARD DATE Chainnan Member Member Member Member Member Council Approved Date 'Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. New Building To be constructed of Permit No... Disapproved (Signed) ...�/,, Owners Name and Address/ Z. 9 Building In - actor therein by him stn ed are true.. Date /70/73 ° --- S ORES VILLAGE ®UlLDONG 0NSSPiECT2ON DEPAs °4TM(NT APPLOCATOON FOR it U0LD N0 PER O`I Application is hereby aaaade for the approval of the detailed statement of the plans and specifications herewith submitted for the btaiid- inp or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of MiaT^.! Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and al! mules regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified es nag. Acopy ©f apps ;vc; ?; plans and specifications must be kept at building during prngress of the work. Registered Architect and /or Engineer............ Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision c sue. �/l r��2� Street and Dumber where work is to be done / 4 � _.fl State work to be done and purpose of building (by flaars).... / // `�_ ` L .......u._� Lei . send for no other .. : za^. Remodeling Addition Repairs No. off SQoAe3 ' 769 of foundation _ R3uf Coveaing. PL.: " Estimated Total cost of improvements $.. / / (- •+ Amount of Permit &\.../'..----'' ' r Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and saeci ications for said building. All notices wi reference to the building and its construction. rn y be sent to.. ° 7! 6� ,6 1 -/ \ 4 ��� /�' �4' , G The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employe7 of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him: M the work to be performed under this permit; and will post or cause to be posted for inspection an the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such pennit, as are licensed by Miami Shores Village. Remarks (Signed Read, Sworn to and Subscribed PLANNING BOARD DATE Chairman Member Member Member Member ... __....-- --.--_..._.. _. -- -• -- -_ -_ Member ._._ Council Approved Date Disopprover2 actors, a:;2 G:1O3V 13 be pedfodme under ti, fore ante. Notary Public, State of Flom& My Commission !Expires STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, person tally ap- peared to ane well kY2ssra, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the Mate, Dead that c11 fcc2s Dine NOTE: A charge of $1.00 will be made for makinf3 eorrections 03 changes to this application after c,p xaval the Planning Board. A rc- inspection fee of $1.00 will be charged when such re- inspection is mado necessary by ><t prat er raaice far urns... - 4En a c.2 fz r2� materials and /or workmanship. Correction M ]IAMI SHORES tVTILILAGE IJJLDJfNG DEPARTMENT 305- 795 -2204 Building inspection Request 1" Time Type Insp'n Permit No. Date Name — Address 0 70 �0 . Company % ^ ! -'' o 47 Phone # /' } 1 /� , of Name yate 7 For Ins.e_tor: ■ Re- Insp'n Fee MIAMI SHO r S VILLAGE BUILDING DEPARTMENT 305- 795 -2204 5 Building Inspection Request Date Type Insp'n-- Permit No. Name Address Company Phone # Correction Re- Insp'n Fee For Inspector: A.. 0� Time f - 7 - Nqo ect_ .- 2_(z) oF3 . MIAMI SHORES VILLAGE UILDING DEPARTMENT 305- 795 -2204 , Building Inspection R " uest Date` y/ O(Q Time Type Insp'n Permit No. Name Address Company Phone # 77 For � 11 Inspectovr l t I Name & Date Approved Correction Re- Insp'n Fee i� 9/ Div. Pot 4,444- Date ,i r Legal Description • /Lessee/Tenet .`„ Owner's Address Contracting Co. Qualifier L,��l /fib State # y ._��a ;y/d N/ff ir. 27). 9._;, IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING WORK DESCRIPTION: 5 P 'J2/) Square Ft. . . •.. . • • ... PERMIT APPLICATION FQR MIA •StO1tES VILLAGE 10050N.E. Intl Avenue • Miami Shores, Florida 3438 • Phone: 315495 -2204 • Fax: 305 -756 -8472 Job Address Municipal # yl.A 4 -A. . 070 &JA(4,4). .. 'n • •• • • • • • ••• •• Address u' ? ��✓>' !' dr � , / Phone _ / j r `1)'6! WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attac'ied addendum (if applicable). I ccr ify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. > � Lei Signature of owner and/or Condo President Date Notary as to Owner My Commission Expires i 5 FEES: PERMIT RADON APPROVED: Zoning Building Mechanical 1070 Air o ,,kAild Tax Fc ip. • ••• • • • • • • • • •• • • • • • • iljstorically Des • •Yes • • ELECTRICAL Master Permit # •. • • • •• ••• •• Competency # 11. -1 Ins. Co. PLUMBING MECHANICAJ — ROOFING Estimated Cost (value) /01 ' ICteic ature of Contractor or Owner Builder Date Notary as to Co. ractor or Owner Builder My Commission Expires NOTARY No s BOND ..) TO7AL DUE Electrical Plumbing Structural Engineer // / Date Date 9 SECTION 1524 TIIGH VELOCITY HURRICANE ZONES Rwartql9 Qvium I'"NpTIFICATION FOR ROOFING CONIflZR.$.TI3N$ • ; • • • ••• 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 ow-per the coi t -tt of tj ; ;tion.. The provisions of Chapter 15 of the Florida Building Code, Building govern tAe3ninimurrsrequirIrdents•and standards of the industry for roofing system installations. Additionally, the following item, s�ioula lbe addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. • 1. Aesthetics - Workmanship: The work4s-iip prQvivign: of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the felofittg system rfiettS•tlte wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. Renailing \Vood 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 Zori ,$) 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. E posed 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 Florida Building Code provides the option of maintaining this appearance. ( //7 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. V 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 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. • • C:�DOC4 \I C• <mp`LOCAL5- 1%T<nip■SCCTIOS IS!Ldo< •. • • • • • ••• •. / 63 Owner's /Agent's Signature Date ontractor's Signature Master Permit No. Contractor's Name Job Address El Low Slope El Asphaltic Shingles 0 New Roof High Velocity Hurricane Zone Uniform Permit Application Form • • ••• • • • ••• 00 •• • • • •• •• • Section A (Geneeal 3nfotftbri4n; • • ••• • • • . ••• Process No. •• • • • • 0 • • • • • ROOF • 0 0 111 • • • • • • • • • • • • • • • • • • • • • • • • • • OOOOO • • • • • • • • • • • El Mechanically Fastened Tile Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes 0 Metal Panel/Shingles El Prescriptive BUR-RAS 150 ROOF TYPE " Re-Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) , cD0 i/c 00 /9 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. :.;:.,,:: ..,,•,,,.:,. ..,.:. ..1.1:;,t.: ..1 ,•-i,!1:,iii":i,1:1,111,,.:i_.. •i..:::i_l_i_l__:_1:!_:_: Li _s_ 1 ;!ii•i111 ..;1...!:!. ______, 44 4 111 .,, .1 _i_ r _I_ _L_I_L, , ',,,.1.11 I• _________,__ OOOOO __.•___:_.,..........._:__,......_:_______ _ d........... .............■ ,,••■ , ■■■■ ...l ....... ...; ..... I • ‘ • : : I I ; : I ; I I I : : I I I I I 1 I : I • : I I I I : " : • i I • ; : . : . 1 : ' : ; i : I : ' I i I ,.. I, .....,,.. ; : LI I ; I i ; • : i ; I I C: : • _,_•• ...... _•__ _ _. ,__ _.. __,..._._ •._ ___ IT i ...,.... -_•„. _ _......_ ,.._ ___,........ ...■.........,.......... . : 1 I 1 4 1 1 ! • ' 1 • 1 1 1 ' 1 . 1 1 1 . :'• .1 .'.. 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I I . 1 .j.......1..Z. ,......‘....... ! i 1 1 . ... o i _..........:.,_ .......... Roof Slope: 12 High Velocity Hurricane Zone Uniform Permit Application Form _ .... .._ • • •• •• • • • • • • • • • • Section D Roof System Manufacturer: •• .• ••. • • • • • • • • •.. • •• • • • • • • • • • • • • • • • ••• • • • • Notice of Acceptance Number: ."0. .�t::'q'a 4 " • • • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: 6.44 Pmax2: Pmax3: /2f ?t Maximum Design Pressure (From the NOA Specific System): Ridge Ventilation? Mean Roof Height: ilt4 Deck Type: 0 • • • . •• • • •• • • • Sloped System Description A)ftd ype Under Insulation: Fire Barrier: P6f f4 9 P4,0 Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: Roof Covering: 'type & Size Drip dge: 1 vAq 1 Whcrc to Obtain Information Description Symbol Whcrc to find Design I'r cssure I'1 or I'2 or 1') RAS 127 Table 1 or by nn engineering analysis prepared by I'ti based on ASCII 7 Mean Root 1lctghl 1 I Job Site • Root'S o _ 0 Job Site Aerodynamic Multiphci X NOA Restoring hlorncnt due to Gravity M, NOA Attachment Resistance NI, • NOA RequiredNlornent Resistance hl, Calculated • Minimum Attachment Resistance F' N UA Required Uplilt Resistance F, Calculated . Average Tile Weight W NUA Tile Dimensions k length w■ width NOA _ All calculations must he submitted - toile Iluirding Ullic hl l at the time anemia application. M Required Moment Resistance' Mean Roof Height ---)p- Roof Slope -;+ 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 • 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7 :12 20.8 22.6 24.1 25.4 27.5 • . • • • • • Section E( C _tc I tions) For Moment based tile systems, choose either Method 1 or 2. Compared thc values fo r M thc values front M If tltd '1 value ;airc.gtc;:ter,tlt:tn or equal to the Mr values, for each area of the roof, then•tlte tile atJathmCnCn4etho(I is acceptable. ••• • Method 1 "N orncnt Rased Tic x _ Calcu ns Per RAS 127" ��1 '• rI' V • e NOA M (h '' ' ,'• ® - C't6': ® NO. \Mf /00 x x _ - W36: j 4 4,3 TT � NOA M Method 2 "Simplified Tile Calculation Per Table l3clo\v" Required Moment of Resistance (M1 From Table Below NOA Ml *Must be used in conjunction with n list of moment based tile systems endorsed by the 13roward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values arc greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Mcthod 3 "Uplift Based Tile Calculations Per RAS 127" : xl: = x w:= ) -W: x cos 0.' = F NOA F' (P : x I: = x w: _ • ) - W: x cos 0.: = F NOA F' (P : x I: = x w: = ) - W: x cos 0: = F : NOA l•' FEB 04 2003 12:48 FR BRAI)CO TILE CNTR 43515 • • •• •• • • • • • • • • • M 10� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • •• • ••• • • • • • •• • • • •'• • • • • • • • • ••• •• •• • • • • • • • • • • • • "' • NOTICE OF ACCEPTANCE NOA Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 MC Deerfield Beach, FL 33442 • • • •• • • • • • ••• •• ••• IQ 1Ju'D(Doo•+o'-. •• • • • • • • M1AMl -DADDE COUNTY, FLORIDA • ' 1.. METRO -DADE Fi.AOLER BUILDING; • • • i. 0 • • • FL MIAMI, STREET, I,FLORIDA 33130.1563 • • • • • • ▪ • • • • • • 6 (305) 375 -290 I FAX (305) 375 - 2908 SCOPE: This NOA is being issued under the applicable rules 4 n iami � Dade County Product e Control 1�i on accepted ulations governing The documentation submitted has been reviewed b, a by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 assuranc ex pense s of such s tes ri ng c aod the tl ��� the accepted ma incur the ex P nner, the Manufacturer will revoke, modify, or suspend the use of such prodM ami Dade County Product Control Di BO BORA. reserves the to revoke this acceptance, if it is determined by material fails to tneet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Regi l/Spanish "S" II Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise rioted 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 beer a revision or change in the materials, use, andior manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ed by ADVERTISEMENT: The NOA. number preceded by hure. I a Y portion a of the NOA loria, and di then shall the expiration date may be displayed in advertising iera 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 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No,: 02- 0916.09 Expiration Date: 12116/0'1 Approval Date: Page 1 of 6 FEB 04 2003 12 :49 FR BRHL C;u 1 1 L L.ri i i� ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 2. PRODUCT DESCRIPTION �ilanufacturea b Applicant Hanson 47.egal / Spanish "S" II Tile Trirn Pieces Tile Nails Tile Screws Product Dim ensions Roof Tile Mortar ( "TileTite & ") Roof Tile Mortar ("Quit ete® Roof Tile Mortar ttar # 1140 ") Roof Tile Mortar ( "BONSAI.® Roof Tile Mortar vfix ") Roofing Roofing Tiles Concrete irrnepsions Length: 17 '/;' Width: 13 1/4 W' thick • Length: varies Width: varies Min. 10dx 3" #&x 2 1/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia, NIA NIA N • • •• •• • • • • • • • • • TAS 123 TAS 123 4 .? J 1 J • • • • • • • • •• ••• • • • • • • • • ••• • • • ••• • • Test SoecilicBt3ons TAS 112 TAS 112 • • •• •• • • • • • • • • • 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS TAS 114 Appendix E TAS 123 • • • • • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • . • •• • • • • •• ••• •• • • 1. SC OPE r . manufactured by Hagson Roof Til@ti.b..Pioneer Conorote TA described in Section 2 of this Notice of Acceptan For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. This renews a roofing f ag sys t etr► us ing «anion le$adSPnisit;S' 11 Concrete Roof Tit a, as Test Product Specifications, cL scrl lion TAS 114 Corrosion resistant screw Appendix E smooth shank nails Product Description High profile concrete roof tile for direct dick or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof the applications. rvlanufaettnrer or Generic (With current . NOA) Generic (With current NOA) Bermuda Roof Company, Inc. (with (With current NOA) Quikretc Construction Products (With current NOA) W. R. Bonsai Co. (With current NOA) NOA No.: 02. 0916.09 Expiration Date: 12/16/09 Approval paw: Page 2of6 FEB 04 2003 12:49 Fk YIHLLV ILLt ivir. Roof Tile Adhesive ( "Polypro® A1-1160") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners NIA Factory premixed canisters Clips Min. ' /a" width Min. 0.060" thielr Clip Fasteners Min. Sd x 1 '/a" • • • •• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • 2'wd- tbr>onert : See NOA polyurethane sari 1ve • • • ••• • • • designed for adhesive set • • • roof ti:e' appligatto1�e.: • • • Single Ltomone©t •• • See N(7 .? polyurettane %l rpb tile adhesive ••• • • • •• •• TAS•Lli •: $aststtpt clips Appam&X Njeh 1 :e:rstan nails. Polyfoarn Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NOA) 2, LIMITATIONS 3.1 Fire classification is not part of this acceptance, 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laborator=y to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. Applications 3.4 Minimum underlayment shall be in compliance with the applicable Roofin A p p Standards listed section 4.1 herein. 3,6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code_ 4. INSTALLATION 4.1 Hanson RegallSpanish 'S' 1I Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 0916.n Expiration Date: 12/16/07 Approval Date: Page 3 of 6 FEB 04 2003 12:50 FR BRADCO TILE CNTR 43515 Pioneer Re Tile Profile Pioneer Regal/Spania h'S' II al /Spanish ' II Hansor, Regal /Spanish 'S' II Table 1: Aerod namic Muiti tiers - X ft Tile _ ] (f+_)_ • ••• X (ft ) • ;atioli : .Direct Deck As •- Heaton • • • • : 0.311 • Tile Profile ••• Batten Direct Battens eirec DiMdt 'Batten Direct Batten s Detck Deck - Deck s peck s 7.77 6.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 2 -10d Ring hank Nails 1 -10d Smooth or Screw Shank Nail 2 -1 Od Smooth or Screw Shank Nails 1 .#8 Screw Direct Deck (min 15/32" plywood) 25.6 Direct Deck (min. 19/32" plywood) 41.2 5.1 6.9 6.8 9,2 Battens 19.4 19.0 23.1 29.3 27.6 38.1 49 • • 20.7 43.2 23.1 20.7 43.2 24.0 38.6 Table 3: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) For Nail -On S stems Tile Profile • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • :.. 0.28% Table 2; Restorin Moments due to Gravity - M. ft-lb 4": 12" • 3 ": 12" Fastener Type 2 . #8 Screws 1 -10d Smooth or Screw Shenk Nail Field CU 1 -10d Smooth or Screw Shank Nail Eave Cli 2 -10d Smooth or Screw Shank Nails Field Cli 2 -10d Smooth or Screw Shank Nails Eave Cli 01 - • • . 00 •• • • • 29.3 27.6 38.1 O•• • • • • -7 2-10d Ring Shank Nails 33.1 48.1 I 45 Installation with a 4 tile headiap and fastemers are located a min. of 2Y1 from head of tile. Table 4: Attachrnent Resistance Expressed as a Moment Mr (ft -Ibf) For Two Pa Adhe Set S ste Tile Application Minimum Attachment Resistance 29.3 �_ 16 A101311.19• Adhesive Hanson Regal /Spanish 'S' 11 2 See menufacwres com anent a reval for install requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Pol oam Product, Inc. Average weight pe patty 8yrams. 1U 1 •_fkOJ f . oo'-+o-. ••• 6 ": 12" 7 ": 12" or reater Direct Deck 2.8 7.3 19.1 29.8 NOA r(o.: 02- 0915.09 Expiration Due: 12/16107 Approval Dote: Page 4 of 6 FEB 04 2003 12:50 FR bh HULL' I 1 Lt LII I N • • ra � h Table 4A: Attachment Resistance Exp as r00ment ° M? (ft °lbf) Tile Profile Hanson Regal /Spanish 'S' li 4 Lari +add •laceme� 63 rams of Pol Pro'la Medium •add rlacement of 24 rams of Pol ' 0T Tile Profile Hason Regal /Spanish 'S' Ii 4 J J 1 J • • ••• • • • O• • • • • • • • • • • • • • • • • • • • • • • For Sin _gle Pa Adhesive Set 5 stems Minimum Attachment Tile AQplicatlop•• • .•• . o • Resistance • Poi dam Poi Pre 66.5 Polyfoam Pol Pro Y"" 38.7 S • Table 4B; Attachment Resis ance Exifresased s a' oment ° M °lbf) For Mortar Set S stems Tile A. •iication Mortar Set Attachment Resistance 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required the by the Official system. or applicable building code in order to properly evaluate NOA Nio.: 02 Expiration ,Pete 12/16/07 Approval Date: page 5 of 6 FEB 04 2003 12:51 FR BRADCO TILE CNTR 43515 I • FASTENER HOLES UNDERLOCK • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • PToFcLE 1► WVIN31 : O•• • • • • o•• • ••• • ••• • • • • o • • •• • • 0 • • • o • • • • • ••• • • •• • • •• ••• •• • • • • • • o • • .• • • • • o• • • • • REGAL AKA SPANISH "S" II END OF THIS ACCEPTANCE 1 1 JUD r Doo...o� • 111/e OVERLOCK HANSON REGAL /SPANISH `S' II CONCRETE ROOF TILE N0A. No.: 02.0916.09 ExpirAlion Date: 12/16/0'9 Approval Daze: page ** TOTAL PAGE.06 Interest in property: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BIE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. *STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: 3. Owner(s) name and address: Name and address of fee simple titleholder: 4. Contractor's name and address: ge41, 6 6. Lender's name and address: Signature of Owner Print Owner's Name different date is specified) Ljese 6 I erg ecz u. /070 / UUt - �LLLrr»J, AA% rL 6.11 r ear L.44,6,„„ ,e4 LAI e /070 i e 9/ .leis etEL .110/ /Uf' i - (c'ee.oec A — /C/ Oilr2 ,...: 5. Surety:(Payment bond required by owner from contractor, if ATE OF FLORIDA, COUNTY OF DADE Name and address: Amount of bond $ T� , t EREBY CERTIFY that this is a true Coco of the origin I-nl in this office on A W /TN &SS my hand Sworn to and subscribed before me this ,rid _day of PG‘ 20 Notary Public Ilia Print Notary's S Nam /.1-ALOri) ) yfr My Commission Expires ",,,-,:a;.<,":. ��`,,,,,,, — :. .. c� # Sandra D. DD Bart • Eepireas q P r i• 200 2 2 , 200s 41 0 Bonded Th o Atlantic Bonding Co. he. 1 o3 . • ..03RICO8 14 16 20173 FEB 06 12822 /, ddayy o • AG 20 " d Official Sa3I. HP cY CL :RK, of Cara it end County Courts 7. Persons within the State of Florida designat : d by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and'address: 8. In addition to himself, Owner designates th fowin g person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a . Prepared by V Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 2/7/2003 Applicant: LISE w Owner: GALARNEAU JOB ADDRESS: 1070 Contractor OBENOUR ROOFING Local Phone: 305 - 757 -2612 Parcel # 1132050010350 Description Building Fee Buildier's Bond CCF Total Fees: Permit Status: APPROVED Permit Expiration: 8/6/2003 Work: RE ROOF INSTALL HANSON REGAL ONE COLOR If there is no permit package accessible onLthe;nh- .- "---- ------ fee is $50.00, which must This Permit is granted to the ci ordinances pertaining thereto and and approved by the proper muni( authorization. A further condition ordinances and regulations pertain by his agents, servants employe Signed: In consideration of the issuance tc ' with the plans, drawings, statements° myself, my agent, servants or emplo Signed: THIS CHECK IS DELIVERED FOR PAYMENT ON THE FOLLOWING NE 91 Building Permit Permit Number: BP2003 -210 Contractor's Address: 9301 NE 6 AVE SUITE A -101 Legal Description: WATERSEDGE PB 9 -141 E1/2 LOT 9 & LOT 10 BLK 2 LOT SIZE 75.000 X GALARNEAU LISE TERR Fees: FEE2003 -821 FEE2003 -822 FEE2003 -823 Amount $150.00 $300.00 $6.60 $456.60 Total Fees: $456.60 Total Receipts: $0.00 LESS +DISCOUNT LESS FREIGHT r. Construction Value: $10,429.00 OBENOUR ROOFING SHEET METAL & SUPPLY CO. 9301 N.E. 6TH AVE., STE. A -101 305 - 757 -26 MIAMI SHORES, FL 33138 PAY TO THE ORDER OF ® EAGLE NATIONAL BANK Aventura Branch 2999 NE 1910 Street AveRtara, Florida 33180 aonr r nn c, L.cioen® 3 LG8G? El 21874 63-634/660 DATE Z 9 $ / 636.a 7011® DOLL R 24