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ROOFINGPERMIT APPLICATION FO MIAMI SHORES VILLAGE Date l Job Address 60 10 d Tax Folio r/ L�( Legal Description - Historically Designated: Yes No Owner/Lessee / Tenant Owner's A Contracting Qualifier # Architect/Engineer Bonding Company \ Address \ Mortgagor Address Permit Type (circle one): BUILD 1 LECTRIC M ING MEC i• CA r ' OOFING if Square Ft. Estimated Cost (value) [ v ` 6 WORK DESCRIPTION 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 WITH YOUR LENDER OR AN 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 attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pennits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 re: ating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. i9 /77 / er and/or Condo' sident Date to CI My Co l yr e . enan / _I I Address 71 Ii Co. ,, l/, rYff /7.f �� � " / lfd dress // rr' petency Address C.C.F. �: , NOTARY 1, Master Permit # Ins. Co ( tor or Owner - Builder Date r a. (Z—(07 or Owner - Builder Date S: JA 9ES . DEAL My m Exp. 07/06/2000 Bonded By Service Ins No. CC548480 I 1 Personally Known f 1 Other {.D. Electrical FE CE SIGN APPROVED: Zoning Building Mechanical Plumbing Engineering Contractor's Name: ROBERTS ROOFING COMPANY Job Address: / /' ( . ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ` — ❑ (Mortar - Adhesive Set Tile) r . (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & 'Shakes) . • : ❑ (Other) ROOF TYPE ❑ New Roof KRe- roofing ' ❑ Recovering ❑ Repair ❑ Maintenance • Flat Roof Area (Rs) --F- Sloped Roof Area (R') Total (fe) 77 Master Permit No. Exposure category (per ASCE 7 -88): _e__ Building Classification category (per ASCE•7788 table 1): I 12 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) RED ROSIN .PAPER GAFGLAS #75 BASE SHEET (T /C) RUBEFID MOP FR. (H/M) v Ft. n v Deck type: 1X6 T&G IV OD ATTACHMENT Fastener Type: 1 1" RING SHANK NAILS ;PACING FteIJ: 12" • Perimeter: 6" Corner: DETAIL 1 & 2 1 6" 9" SRTIPPING .26 GA. GALV EAVE DRIP 2i " .x 2i" ROOF PLAN r r 1 1 2 ( 123.01.78 9416 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: GAF Ruberoid® Mod jed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County 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 County, Florida under the specific conditions set forth on pages 2 -60 and the 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 / 1 / • 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 'n Dade County, Fl Aida under the conditions set forth above. 1 i / Charles Danger, P.E. Director Building Code Compliance Dept. Approved: 11/06/97 Metropolitan Dade County 4 Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE • ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Product Control No: 97- 0804.14 Product Control 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 years. 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 Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard 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 Product Control No: 97 0804.14 Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Pruner GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement 1, 5 gallons GAFGLAS #750 3 sq. roll 75 Ib. roll GAFGLAS #80 UltimaTM Base Sheet 2 Sq. Roll 70 lbs. /roll GAFGLAS Ply 6® 5 sq. roll 45 Ib. roll GAFGLAS Flex PIyTM 6 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 5 sq. roll 45 Ib. roll Page 4 of 61 Product Control No: 97- 0804.14 Test Product Dimensions Specification Description 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. GAF Mineral Shield® 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed Granules asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. GAF WeatherCoat® 5 gallons ASTM 1227 Surface coating for smooth surfaced Emulsion roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. GAFGLAS Ply 4® 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. GAFGLAS® 76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Mineral Surfaced Cap Sheet surfaced with mineral granules. rank Zuloaga, Roofing Product Control Examiner 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 '/2" 3" and 3 'Y" 1.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. PA 114 Base sheet fastening assembly. PA 114 Round galvalurne stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 Product Control No: 97- 0804.14 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 Non -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 coated 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 surface. Frank Zuloaga, Roofing Product Control Examiner Test Product Product Dimensions Specification Description High Density Wood various Fiberboard Pelite/Urethane Composite various Page 11 of 61 Product Control No: 97- 0804.14 Manufacturer Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fasteners for Construction #15 concrete decks 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 312 Type 111 or IV 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 PA 110 Perlite / urethane composite generic 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 uloaga, --.-. __ Roofing Product Control Examiner Tin Caps Test Product Dimensions Specification 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 l'/„" various 3" round various various various PA 110 PA 114 PA 110 Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating Gypsum insulation board. Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Product Control No: 97- 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW 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 Examiner Product Control No: 97- 0804.14 TEST REPORTS Test Name Report Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 Factory Mutual Research Wind Uplift J.1. OT4A I .AM 08.26.92 Corporation FMRC 4470 - PA 114 • Factory Mutual Research Wind Uplift J.l. 1V8A4.AM 06.28.93 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. I R I A6.AM 11.15.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I.0T2Q4.AM 10.17.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 0Q6A6.AM 07.16.91 Corporation. FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 3X3A2.AM 08.02.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. 0Y9Q5.AM 07.29.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. 1B9A8.AM 09.04.97 Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.1. 3D4Q2.AM 04.30.97 Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 06.06.97 Underwriters Fire Resistance R1306, 87NK 11819 01.01.93 Laboratories, Inc. Classification UL 790 - PA 114 Dynatech Engineering Corporation Wind Uplift PA 114 #3600.02.95 -1 Page 16 of 61 02.02.95 rank Zuloaga, Roofing Product Control Examiner Test Agency/Identifier Dynatech Engineering Corporation Product Control tio: 97 0804.14 Name Report Date Wind Uplift #4482.02.95 -1 02.02.95 PA 114 Page 17 of 61 N ranZuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 32 " 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 #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy 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 '/. 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 40, GAFGLAS® PLY 6® 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 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 1 5%. Maximum Design Pressure: -45 psf (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 2 ":12 "; See General Limitation #3. Specification No.: Page 22 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 1 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall 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 County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-1b1 insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 60 when used as a mechanically fastened base or anchor sheet. 4. 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.14 1 All asphalt shall comply with ASTM D 312 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 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate 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 II 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 "F" Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 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 Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 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 load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the 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 lbs. /sq., 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 Product Control No: 97- 0804.14 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, 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 Frank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 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. 2 Any and all approved products shall be permanentlx 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 if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and 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; c) 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 filing 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 its 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 its 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 COVERING MATERIALS (TEVT) IG SYSTEMS (TGFU) Continued .al): One or more layers perlite, wobd fiber, glass urethane, perlite /isocyanurate composite, .perlite/ , wood fiber /isocyanurate composite,. phenobc. more layers of Type G2.or G3. . .l): One or more layers of Type G1. .nore layers of "Ruberoid Torch" (smooth or. granule), ;" (granule), "Ruberoid Mop" (smooth or granule) or ' (granule). �o. 97, 1 -1/2 -'3 gal /sq or•gravel. Incline: 1/2 r more layers perlite, glass fiber, • 3/4 in. min, ne, perlite /isocyanurate composite, perlite /urethane , 1 -1/2 in. min. 'al): One or more layers of Type G1, G2 or G3. nore layers of "Ruberoid Torch" (smooth or granule), " (granule), "Ruberoid Mop" (smooth or granule) or (granule). aluminum Roof Coating" at 1 -2 gal /sq. . Incline: 1/2 31): One or more layers perlite, glass fiber, 3/4 in. urethane, perlite /isocyanurate composite, perlite/ phenolic, 1 -1/2 in. min. more layers of Type G2 "GAFGLAS #75 Base Sheet", ianically fastened in place. ore layers of Type G1 "GAFGLAS Ply 4 ", .hot mopped d Mop FR" (granule). : GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or nulsion at 3 gal /sq. . Incline: 1/2 il): One or more layers perlite, glass fiber, .3/4 in. urethane, perlite /isocyanurate composite, perlite/ phenolic, 1 -1/2 in. min. more layers of Type G2 " GAFGLAS #75 Base Sheet ", anically fastened in place. ore layers of Type G1 "GAFGLAS Ply 4 ", :or. "GAFGLAS n place. d Torch FR" (granule). : GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or .iulsion at 3 gal /sq. Incline: 1/2 irate, 2 in. min., wood fiber, perlite or glass fiber, nopped or mechanically fastened in,,place.. Joints more layers of Type G2 "GAFGLAS #75, Base Sheet", anically fastened in place. ): One or more layers of Type G1 "GAFGLAS Ply 4" or .n place. i Torch FR" granule). : GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or iulsion.at 3 gal /sq. Incline: 1/2 Isocyanurate, perlite or glass fiber, -any thickness, anically fastened in place. Joints offset 6 in. .nore layers of Type G2 "GAFGLAS #75 Base Sheet", anically fastened in .place. ,re layers of Type G1 " GAFGLAS Ply 4" or "Ply 6 ", hot i Torch FR" (granule). GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or ,ulsion at 3 gal /sq. Incline: 1/2 I): Isocyanurate, wood fiber board, perlite, glass hot mopped or mechanically fastened in place. nore layers of Type G2 "GAFGLAS #75.Base Sheet", : One or more layers of Type G1 "GAFGLAS Ply 4" or a place. . Torch FR" (granule). ROOF COVERING MATERIALS (TEVT) 137 ROOFING SYSTEMS (TGFU) Continued GAF Fibered Aluminum Coating at.1 -1/2 gat/sq. 15. Deck: C- 15/32 Incline: 1/2 Insulation (Optional): Perlite, 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 G1, hot mopped in place. Membrane: "Ruberoid Mop FR" Or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate `composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. P p 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 "Ruberoid Torch FR" or . "Ruberoid Mop FR" (granule) – 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, 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 Gi, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 0 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, • isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane:: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 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 G1 or G2, hot mopped or adhered with ' Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: 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 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). 21. Deck: C -15/32 . Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, •perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS #75" o'r "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 0 • . Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or `mechanically fastened. Base Sheet:' One or more plies of Type G2 " GAFGLAS #75" 'hot mopped or mechanically fastened. Ply Sheet One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. " Membrane: One or more plies of "Ruberoid 30 FR ", mopped in place. Class B -Fully Adhered 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, • perlite /isocyanurate.; composite, perlite/ urethane composite, wood fiber / isocyanurate comnnsitp__nhannlir am, PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date )D' S a Job Address 50 N �/ q ( 5 Tax Folio Legal Description 1 ' Historically Designated: Yes No G Owner/Lessee / Tenant (\ 1('A E V J, ( � k )(C) st ` Master Permit # 51 9 4 3 f Owners Address 50 rf v e ! 5 Phone v s )5 1 — 1 57 5 Contracting Co. czobQ(k 120e7 Fir) j & ( Address (-1 - )O op _ Coc Qualifier r ( k P\C_a4 a i Phone 3:D5 - 7 (o R - 0(oco State # Ce-C. 0 51 cog 5 Municipal # Competency # Ins. Co. L)" 06.47aiq Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING / ' AVING FENCE SIGN WORK DESCRIPTION c C c urA (1 S , SPc ti (\ 5 qj c "K AU\ ne“) vtxPA, -- w.QAW1, Gk(f 5 C 31( 6 * 3 t� Square Ft. t 3 Q Estimated Cost (value)' C / 5 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 WITH YOUR LENDER OR AN 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 attached addendum (if applicable). I certify 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 ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 nstructior} and zo g. F ermore, I authorize the above -named contractor to do the work stated. - 2 ident Date G Si i ture of owner and/or Condo Pre Notary as to : wner and/or C My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Building Mechanical S:. Plumbing 824 sid EXPIRESDate'', e:004 FpFF;c Bonded Thru 'ur;e , ,nary Services Address Address Address Signature of Con a •r rOwner- Builder Notary as to My Comrnissi r Owl r11 r 30, 2004 Bo`, e c T "ru Binger kotary Services C.C.F. / • - 0 NOTARY BOND Electrical Engineering TOTAL DUE Date 3-0 0 Date traer' Agent's Signature • REQUIRED OWNERS e tt.is • As is Pertains to NOTIFICATION • FOR ROOFIKG CONSIDERATIONS ,. required roofing PP�dtx "F"• • • ON {tom. The l ;permtt� c Provide also owner �l tl�i roo11n provisions per mit. to Chat d o contractor iJ a owns the canne o f s requirements The and stand mi to explain to the owner the contest minimum this Chapter 34 of the South Florida Flor da Building s eq ui n be addressed nd s as standards of the i ndustry for tooling system install Ilona ddi Additionally, all the g he ad scent box ind that the tithe agrdemenl between the ow ner and • �' Ait ac onoll i , m has been ' d �ia contract Y� a following hems �" exploined�• °r• •The owner's initial in the* I•... *c s t ltctfcs- 1Yorknssfn s . p ovlding chat the' rooting system �teets Use vind nns st Aesthetics o i Provisions of r intrusion Chapter on are ibr matte Purpose of (appearance) issues are not a consideration with respect a linter intrusion Performance standards. . sOcls ns or arcllitecturol'appCerottce; that are no' finent between the owner a nd the contractor, . Peet to workmanship should pre addressed t part eta toning coda, sitouid ed •Aesthetic issues • ' dressed as pan of the L Wood D ocks; When rc laci ' ' In accordaisce with the current P ng'rooQrs 2. Rcnnitln rem • vin Pro' Istons ot'Cha t the existing wood root deck ns / $the existing toot system P =9 ct e;3P C• Y have to be «nailed Q (The roof deck is usuoUy concealed prior to 3. Common Root• • . .. Units (i.e. 3. townho : C ommon roofs are those tvinich have no visible owner should notify the xcu °mtniu'ms etc. le delineation between nci pants of adjacent units buildings wilt? comm 8 !York to be perf0�rmf s�dthe roofing contractor h a nd�o 4 • exposed copings: Exposed, o J nvcd from ho sed d pen beam ceilings are where the underside • copings: pcnct fo of the an h de of the d cyl►in ish to maintain the this o.. ar ch i tectur al a of the roof decking can d c ons of g may not be acceptable, The SF8C the therefore roofing nail Provides the option of ntaincain' .. • eau S• i'ondinY Water: The c in' se water to anent roof system and/or deck of the building Pond (accumulate) The in low-lying distress and may require .the of t eas the may not drain no and may Inc end roof Png inee can be an indication m:h or a the Ii I Y performance of ttce now roo8 system. =trvctural engineer. Pondih • roan z system is removed. Pending condition should bc corrected. editions m may :t'orccn the Itrc may not'be evident untitihc original scu Scu 6. Overflow r(loOverflow � ovcrload from l a build u ppers (wall outlets): It Is •req aired, that ralpwater (low oft p of water, Perimeter /edge t�nlls�or other roof extensions over(ioverflow scuppers (wall outlets) are not so dial also roof is not vial Chapter 2) of the SF8C. Provided, It may Y be necessary to install o�'orfloAV block this discharge it -�L YcntllAtton PPors in accordance = Moil roof stn+ctures should have soma.abi to v oldie structural n3Si ' i old a beneficial s Cmb emend Ie b uilding itself). The exf3tin Amount eat natu airflow through ' t tional t•� can result i n extcndinc ventilation e sqv a shall not be reduced. It :-- - - 8• Thc owner may � sea ice life agile roof. mfornsaiion'resardin Y contact the Miantt•t)ada County Consumer S� l � , tlsc •nbt; 6. 8. • •1� 1 / � anmcnt for further • •. . Contractor's Stgaacure • • A 129.01.78 9416 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: ROBERTS ROOFING & SUPPLY Job Address: 6D (v (� t ( ST INC. ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) �J (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re- roofing ❑ Recovering Repair ❑ Maintenance i Flat Roof Area (ft') Sloped Roof Area (ft) . - 54 Total (ft') . 9 ( Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1)j Ft. n v Ft. A Y Deck type: 11x6" T &G WOOD ATTACHMENT Fastener Type: 1i" RING SHANK NAIL SPACING 12" Field: Perimeter: 6" Corner: 6 DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) S 11 r ROOF PLAN • • _ Page -1 Ridge Ventilation? NIA M EAN HEIGHT Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION 3- D E T A 1 L ] Fastener type & spadng: Cap Sheet: Root Covering: RING SHANK NAI HOT MOP #90 ASTM D TILE CALCULATIONS (Pmaxl: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X X (Aerodynamic Multiplier): M • = Ma: r3• PGA: Page -2 Drip edge: 12" FIELD S 6" LAPS 312 TYPE III OR IV 2ix2i EAVE DRIP .26 GA. GALV. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement or we 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 bc kept at building during prpgress of the work. Owner's Name and Address 61 ..11. Registered Architect and /or Engineer Name and address of licensed contractor Location an legal description of lot to be built on: Lot.. JA ...I,t...... Block "1 Subdivision. Mi l and Numbed where work is to be done.... ..N..t... . 11 ._:.. _...._..._... qkt V\I\k 1, It�JUy� — State work to be done and purpose of building (by floors)... �. _. _.._. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories � {� To be constructed of Kind of foun+3�tion yR_oof Covering 0 S ! ....._.. Estimated Total cost of improvements S.•73c)t Jam' ^mount of Permit L....1lYa Q Zone cubage required .Plan Cubage r f t Distance to next nearest building Size of Building Lot '_...). _.1. Maximum live load to be borne by each floor be sent to. ley sub,Fn all thq,plans .• spec' icatiorys)fowaid build' g fill oti es with reference to the building and its construction may I here Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Ae, ,.1....1... }t.1*...11. .l! 112! 1 !1 .... h.k-v N3t The undersigned applicant for this building permit 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 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, o yvorif to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) 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 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 ZI ! 113 Read, Sworn to and Subscribed before me. Disapproved ... - . I Date. tt Notary Public, State of Florida (Signed) My Commission Expires PLANNING BOARD DATE Chairman 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 inspectiom or faulty materials and/or workmanship. // 3 /a/ h' ° MIAMI SHORES VILLAGE i - BUILDING INSPECTION DEPARTMENT °9/ al 7)- J APPLICATION FOR BUILDING PERMIT ,tom L Application is hereby mode for the approval of the detailed statement us we plans and specifications herewith submitted for the build • ins 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. ' Date..._...__.__... APRIL_.,_.__..__.. _ Owner's Name and Address BROWN �� � — No.75 71545 s treet 1 N E. 91 STREET Registered Architect and /or Engineer........ .,.,. TV TTT !V TITITTITIVI .•tly T1 -I Name and address of licensed contactor A, B, iA,RTIN ROOFING CON TRACTORS _ INC. 3680 Ii .t1. 135 ST. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where. work is to be done 50 N.E. 91 STREET State work to be done and purpose of building (by floors) RE —ROOF SQ. 21 therein by him stated a true.. �v � Permit No .._ 3 0 7 py Date J 3 Disapproved_. . 9.e Date .__.. (Signed) SS. Building Inspector ` 4f and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 1 _ To be constructed of Kind of foundation Roof Covering.... TILE Estimated Total cost of improvements $ 4,410.00 Amount of Permit S. 20.00 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 permit 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 inspection on the site of the work such public notice or notices as arc 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) peared STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- 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 otary Public, State of Florida , Swo j . an Subacrfbetf before me. to me well known, y Commission Expires PLANNING BOARD YT$I'. UBLIC ST M MY COMMI SS141� EiiFl: cSt� TU ;:� ..... C 'DF '^ 13 Ii . �a,.:1J Chairman Member \ierr,ber _ Member Member .. .. ----- .-- ....._..._._ ...._....... Member Council Approved Date Disapproved Date NOTE: A c•h.rrgc 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 fce of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.