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ROOFING
Phone # MIAMI SHORES VILLAGE• BUILDING DEPARTMENT 305- 795 -2204 ' B ilding Inspection Request / 52 Date q I L I Type Insp'n Find JZ Ci- Permit No. 0 715 . Name 3) f Z Address I N 92 _5) Company cV- A,l Inspection Date Approved Correction Re- Insp'n Fee PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address//42494;E: 92 Sr Legal Description Owner / Lessee Owner s Contracting C Qualifier / i6 6 / < �C State #Ce,027 Muni # ' %/0 Square Ft. Signature of Date: ** * * APPROVED: / Tenant ,e%ea� Ab / �� G- 0 57 / gt. � OY J /4 Phone `✓a - o2/ /`x' - Address 02 5 . /74 11i/ Phone `775e Address OZ er and /or Condo President "OFFICIAL SEAL" Shannon Miller Notary- ../v!Nwnt-MOTOR41 diAffesident My CommV4 Zoning * * * * * Competency # Ins.Co. Tax Folio Master Permit # .�� /; Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL 'OOFING PAVING PENCE SIGN FEES: PERMIT "' RADON C.C.F. Fire Buildin Mechanical Plumbing WORK DESCRIPTION (T % ;c /6aGa / „ %ice "p7,i ASEW ,A/ Estimated Cost(value) 0!5,22 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 const - tion and zoni 7 Furthermore, I aut the gbove -named contractor to do the work stated * * i ._iii Signature of Co actor or Owner- Builder 4F "OFFICIAL SEAL' _ , ,� Shannon Miller Notary a ) k1Pr it Ibniapt w'p ng guilder My Cormig �� „��� $'Expa ssion #CC 327872 * * * * * * ** NOTARY TOTAL DUE 3) Other Electrical Engineering PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: NOTICE OF COMMENCEMENT TAX FOLIO NO. 94844 -5806 1994 SEP 20 16:07 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 Commencemm nt /d2,ZO 1. Legal description of property and street address: // 9 2 J ) /1Y-045; ,*.". 2. Description of imp 3. Owner(s ame and addre s: 7-Ac OZ� , ' 92 �//f/ ' L C )uGrf/i >� Interest in property: Name and address of fee simple titleholder: 4. Contractor & name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated 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 the following 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 different date is specified) SInature of owner Print Owners Name Sworn to and subscribed before me this 2 Notary Public Print Notary's Name My Commission Expires: "gal y ofor:SIOr .19. L Shannon Miller Commission #CCC 327872 ( TATE;Oi= t :pR!iofi NW OF DADE O 0450 r., 4. ®. rS 'h . nd and Orf'/ i ¢ r C •� °r a ;• blt and County Courts D.C. Ad5ress:,57-/r Job Address: Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: Contractor Process No. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: gee/Lr i 1!' 5 '3f Manufacturer of Roof System Assembly: Product Control Approval Number: f3 : 1020/ 2 System Number from Product Control Approval: cgdf i] (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and List the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address:. Contractor Process No. a (Check one of the following) Recover Re -roof: !/ New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: Deck: (Briefly describe) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: (Type and method of attachment ) Ply Sheet(s): (Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If yes, attach ASTME907 test report. ) Y N All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Job Address:. Contractor Process No. Top Ply: (Type and method of attachment) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method of attachment) Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: Contractor Process No. inches T inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Ply Sheet(s): 'Type %r��')5J��4 A�j� Bonding Material: ,401 Surfacing: (briefly cable) 1 /applicable) Bonding Material: Fastener: Oe ,S /144 ( if base sheet mech. asmche ) Built -Up Applications and Modified Bitumen Systems Page -4 97.1 Base Sheet: 7 4 5 - a Bonding re etborrna bonded Fastener: (if top insulation layer mech, attached) Top Insulation Layer: (if applicable ) Bonding Material: (if top insulation layer bonded ) Fastener: (!if insulation mech. attached) Insulation: Bonding Material: (if insulation bonded ) � Vapor Retarder: (ifapplicable ) Primer: (ilapplicable) DECK: cf TYPe: Gage or Thickness: Density. if concrete deck: Job Address: Contractor PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: F"," Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Process No. Job Address: Contractor PERIMETER DETAIL #3: Gravel Stop or Drip Edge Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop Edge Gage: Fastener // Spacing: 4. o.c. Clip Type: Gag .0 Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: 1E7 \ff\f Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: . Contractor PERIMETER DETAIL #5: 'Other' Detail Process No. Sketch Roofing Components which make up Roof System Assembly at any 'other Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: Contractor Process No. Insert Building and Parapet Heights. (1/ no Parapet exists, insert N /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on i 1/ % of Openings: / O feet GROUND LEVEL feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comcr dimensions per Chapter 23 of the South Florida Building Code. ( See ASCE 7 -88 Fact Sheet Attached ) ; ..// fi ._ -r_ 1 "� 1l — 1 N t t/ Contractor BUILDING INFORMATION I {2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Process No. Job Address: Contractor Process No. -- FOR PLAN EXAMINER USE ONLY -- Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: Built -Up Applications and Modified Bitumen Systems Page -10 Y N Job Address:. Contractor Process No. Reviewed Field Test Data ?: Y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner • I Instructions recommendations for use over gypsum decks on page 9. ptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT° (Vent ,for Nailable Decks (required for freshly poured gypsum decks), GAFGLAS Base Sheet, GAFGLAS° PLY 6 and GAFGLAS Ply 4. For wood decks, and rat wood fiber decks if GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a sheet, sheathing paper is required. 'Nailing of Base Sheet; pages 18 -19. slopes of 1 inch per foot or more, all plies must be back - nailed 4 m the felt edge. See 'Installation on Steep Roofs, page 10. i caUon ng.-, - it COAT Emulsion Grundy Fbered Aluminum Coating Special Roofing Bitumen ,Y.a = Oribust1bie and Noncombustible - jr�iU lble = Wood planks, boards, etc., plywood (min. "/32 inch thickness), Strand board (min. 72 inch thickness). mr Noncombustible only o mbustible = Steel, poured or precast structural concrete, lightweight feting concrete, gypsum, structural wood fiber, etc. e mum slope allowed, in inches per foot. max4 Vi tGLAS® Specifications N -B -3 -C cifications Ion recommendations detailed on pages 17 -20 shall apply in addition to wing recommendations and specifications. lion of Rooting Membrane r entire surface, lay one ply of sheathing paper where applicable. Lap sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. at the low point of the roof, fay one ply of GAFGLAS Base Sheet, lapping each 2 Ndtes at edges and not less than 6 inches at end laps. Nail along lap of base ply not to exceed 9 inches and stagger -nail down center of sheet in two rows with spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at (Inch In diameter or square that are recommended by GAF Materials Corporation d eck manufacturer. See "Special Instructions' below. ng at the low point of the roof, mop two plies of GAFGLAS Ply shingle ; lapping each sheet 19 inches over the preceding sheet; solidly mopping underlying base sheet to provide three plies over the entire roof area. It Requirements 'ty moppings of Roofing Asphalt must be applied in a continuous film and consist of approximately 25 pounds per 100 square feet of roof area with a not to exceed 20% plus or minus. The appropriate asphalt for the Involved must be used. to Asphalt Type �,'�:? st'g. Steep ASTM Type ,lll .` HT- Steep Type IV4 up to 72 inch per foot, Flat ASTM Type II may be used In Florida, Texas, New Mexico, Arizona, and California. ng entire surface, apply a uniform coating. Grundy Fibered Aluminum WEATHER COAT° Emulsion, or Special Roofing Bitumen may be used rfacing. See 'Coatings for Smooth Surfaced Roof Systems; page 20. O" IINIERIAIN CORPORATION South and West Zones Only Nailable decks up to 6 inches per foot slope. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable precast nailable decks (not including lightweight insulating concrete). GAFGLAS`Ba"sh y,.�k ,%' GAFRLXS�P , 2. • GAF Materals or`poratI On ng rF -tits nr. w$urface. Corp6F `. aGAI tr1ais atio ; p e a l FrGrun' ''Ttt m Coa6 : WEA CO �muisl$i `' Ap proxima a Weigh( 'et S. uare'`' "iav"isflaib e s ' r' `- • 1 ./.44104 SrattAitftl . 43 Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Sub - Category: Type: Sub -Type: Product Control Notice of Acceptance Roofing System Approval Membrane Roofing System Built -Up Roofing Conventional Fiberglass Product Control No.: 93- 1201.2 Approval Date: February 14, 1994 Expiration Date: February 14, 1997 GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. .The GAF Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building C ode..Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the urrent Factory Mutual Approval Guide. F Materials Corporation products are distributed through a wide network of roofing wholesale distributors oughout the South Florida area. ore information on specific roof system constructions, contact the Technical Service Office, located in Wayne, ersey, at 1 -800- ROOF -411. William J. Woodring Director of Technical Services 1361 Alps Road Wayne, NJ 07470 (201) 628 -3000 PRODUCT NO. : A NO.: EXPIRES: APPROVED 1 E8 1 4 1944 BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375 -2908 • M aterials Corporation 1,AWRoad Vayne NJ ' 0.7470 Your application for Product Approval of GAF Built -Up Roofing Products under Chapter 8 of the Metropolitan j .1: 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 Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommen d for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the ecific and standard conditions set forth herein. The approval shall be valid for a period of three years. Ths/Building Code Compliance Department reserves the right to secure a product or material at any time for a job a or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. — The expense of such testing will be incurred by the Manufacturer. 93- 1201.2 (supersedes #93- 1130.05) FEB 1 4 1997 - PLEASE NOTE - 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 Department and approved by the Building Codc Committee to be used in Dade County, Florida under; the conditions set forth above. METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING Gil D iamond, P.E. Product Control Division Supervisor Charles Danger, P.E., Directo� Building Code Compliance Department:^ Metropolitan Dade County ,.;•':: ;: ■ Gil Diamond, P.E. 21 • Product Control No.: 93- 1201.2 Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. • Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 3. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment Deck Type 1: Wood, Non - insulated 'Deck Description: 19/3211 or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. . All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Gafglas® #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas Stratavent or Ruberoid 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / 8 " 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 of the sheet in the field. Two or three plies of Gafglas® Ply 4 or Gafglas Ply 6 ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. f 15 %. (Optional) One ply of Gafglas® Mineral Surfaced Cap Sheet adhered in a. full mopping of approved asphalt at an application rate of 25 lbs. /sq. f 15 %. (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Specification No.: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF Weather Coat Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. f 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Gil Diamond, P.E. 20 Product Control No.: 93- 1201.2 Recover System Limitations: 1. Insulation shall be bonded in a hot mopping of approved asphalt applied at a rate of not less than 25 lbs. /sq.. All insulation shall be bonded to a primed surface using ASTM D 41 asphalt primer. Primer shall be fully dry before application of asphalt. Do not prime base layer if one is present. Product Control No.: 93- 1201.2 2. No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the gravel, priming of the surface, and a leveling flood coat of asphalt, prior to mopping of the insulation bonding asphalt. No insulation panel shall be larger than 4' X 4' when bonded to the substrate in hot asphalt. 3. Existing roof surfaces used as bonding substrate shall be tested for uplift resistance, in compliance with ASTM E 907 to the calculated design pressures of the field, perimeter and corner areas, determined in compliance with Chapter 23 of the Smith Florida Building Code. 4. The moisture content in an existing built - up roof shall be in compliance with Section 34001.10(j) of the South Florida Building Code. 5. General Limitations shall apply. Gil Diamond, P. 72 General Limitations: 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with PA 117 of the South Florida Building Code. 1I. All perimeter and nailer metal profile design shall conform with Dade County Protocol PA 1 1 1 of the South Florida Building Co Product Control No.: 93- 1201.2 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the 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 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 Undenvriters Laboratories Roofing Materials Directory and GAF specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control Approval for slope limitations on these systems. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet 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.. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. 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. Gil Diamond, P.E. 73 . Product Control No.: 93- 1201.2 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, hot asphalt or may be an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. GAF roll good materials shall be stored on end and on a clean, flat and diy surface. 14. Consult current Underwriters Laboratories Directory for the required coating for each roofing assembly. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with asphalt approved by the applicant and shall be approved in compliance with equiviscious temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate a 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. 16. Insulation may be installed in multiple layers. 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 at an application rate of 25 lbs/sq. + 15% 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 hot asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18: 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 4 :;. the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in hot asphalt, panel size shall be 4' x 4' maximum. Gil Diamond, P.E. 74 METRODADE METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDIOGt BUILDING CODE COMPLIANCE DEPARTMENT- SUITE 1603 METRO.DADE FLAGLER BUILDING ' 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS (305) 375.2901 FAX (305) 375.2908 1. Extensions of Acceptance may ve considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless othenvise noted in the Notice of Acceptance. The prints need not be, re- sealed by an engineer. 7.' Failure to comply with the Standard Conditions shall be cuase for termination of the Approval. g,c1.+ Gil Diamond, P.E. Product Control Division Supervisor Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 �� 26 �/ A �P 51 76 2 q - 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 ./ 50 75 100 4, Owner's Name Job Address: Roofing Contractor: Type of Tile: I Approximate Roof Height: Type of Access to Roof: Approximate Square Footage Required Testing Force: 35 1 Date Tested r THIS REPORT SU: « ITTED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Permit # P - 2 004 - 77 GS g`- 1 2 --- feet Scaffolds of Roof 2 t° ° ft ✓ Ladder bs. Testing Equipment: Chatillion 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST P.E. TEST RESULTS P = PASS, F = FAIL f/ lb P-77 PRINTED BV: UNIQUE GRAPHICS: 964- 494 -9923 FAX: 954 - 4949967 Project N 2 5 /I 89 Date Installed: 81O9 Roof Pitch: 3 1 Z ' 12 Other . _ • - ; • ; ; : J „ ; , I ; 1 I • I I ! I I I ■ ! I I I 1 �J;: 9 "goo_f:t , ! I-i 4TI I I 1 j i I 1 i 1 ; 1 I _I, ! , I! • I , , ._..._ Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -775 Printed: 6/14/2004 Applicant: D'AN ZEIFMAN Owner: ZEIFMAN D'AN JOB ADDRESS: 1020 NE 92 ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 -0382 Parcel # 1132050130020 Permit Status: APPROVED Permit Expiration: 12/1/2004 Construction Value: $11,700.00 Work: RE -ROOF 2200 SQ FT AND 600 SQ. FT. FLAT ROOF. COLOR THRU TILE Signed: (INSPECTOR) Page 1 of 1 Legal Description: PL OF REPPENHAGENS PB 41 -100 LOT 3 LOT SIZE 80 X 117 OR 18948 -2162 12 Fees: Description Amount FEE2004 -6033 Building Fee $300.00 FEE2004 -6034 CCF $7.20 FEE2004 -6035 Training and Education Fee $2.40 FEE2004 -6036 Technology Fee $7.50 FEE2004 -6037 Scanning Fee $9.00 Total Fees: $326.10 Total Fees: $326 \ q Total Receipts: / JUN 1 2 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE 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: 1020 N.E. 92 Street 2. Description of improvement: Reroof to a new Tile and Flat Roof. 3. ()smogs) name and address: Dee Zeifman Interest in property: Owner Name and address of fee simple titleholder: N/A 1020 N.E. 92 Street Miami Shores, Florida 33138 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 NW 1 st Ave, Miami ,Florida 33168 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: N/A 7. Persons within the State of Florida designated 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: N/A 5. In addition to•hlmselt. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration data of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) S ignature of Owner Print Owner's Name DI Ad Z t4 F /1/4/1 A /At Sworn 10 and subscribed before me this 2 7 day of 1 ".d )1/ Notary Public Print Notary's Name My Commission Expires l`" ;,, MATiTLVU t1tr1IV tL MY COMMISSION # DD 060579 tAPlHts: Ucioder 10, 2005 Bonded Thru Notary Public Undenvriters Miami Shores, Florida 33138 1 , 20 ©t STATE OF >` LOR DA. COUNTY OF DADE 7 HERc:3Y (:ET iFYthat this is a trv' ,r.ry cf the U; i(7aai ,lieu in t' - 0 OP. _ j — c r y rf 11111111111111111111111111111111110111111111 c:t" fa 200 -R04 -16034 OR Bk 22343 F's 3133; (1psi RECORDED 05/27/2004 12:06:35 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE Prepared by Carlos Arocho Quality Roofing Contractor, Inc. Address: 13800 NW 1 st Avenue Miami ,Florida 33168 t " ! i VYE Y RUYIIN. ( . 1 • +, \Z :1 etc rc )%. BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Dee Z e i f man Phone # 305-758-2121 Owner's Address 1020 N.E. 92 Street City Miami State Florida Zip 33138 Tenant/Lessee Name Job Address (where the work is being done) 1 020 N.E . 92 Street City Miami Shores Village County Miami -Dade Zip 33138 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractor Phone# 305 - 751 -0382 Contractor's Address 13800 N.W. 1st Avenue City Miami State Florida Zip 33168 Qualifier Carlos Arocho Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit $ 11,700.00 Square Footage Of Work: 2200sq. Tile 600sq Flat Type of Work: ❑Addition ['Alteration ['New a Repair/Replace ❑ Demolition Describe Work: Tear off old roof to wood deck, tin cap 301b. ASTM, install qalv. eave drip and valley metals, mop 901b., install colorthru tile with polyfoam adhesive Flat Roof to tin cap #75 base, install galv. flashing and eave drip metal .. - C .K. 1 G606.* * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * ** * * * ** * ** Submittal Fee $ nZ)• C)C) Permit Fee $ 30 o . O O CCF $ 7' " � 1 CO /CC Notary $ Training/Education Fee $ o . l 0 Technology Fee $ 0 Scanning $ 7 , 0 a Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ , 0 . ( 1J (Continued on opposite side) RECE0 E© Z� — 1c7 S Permit No. 0 Qp 20(A aster Permit No. Phone # Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, • WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is •issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Print: Signature,_ Owner or Agent Contractor The foregoing instrument was acknowledged before me this / 2 The foregoing instrument was acknowledged before me this 22 r day of 200 , by 9 /G}st) 'Ze t _,,t_, , day of Pt , 2000' , by e aria, ATOCLL . a who is person ly known to me or who has produced who is ersonall known to me or who has produced Y p oduced As identific tion and who did take an oath. as identification 9 who did take an oath. NOTARY PUB /� Sign: S/1(/ My Commission Expires: Chc 12/15/03 z� * * * * * * * * * * * * * * * * * * * * * ** A ik, MARYLOU HERNANDEZ MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 tln u State Certificate or Registration No. Certificate of Competency No. ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: NOTARY PUBLIC: Sign: Print: 3 My Commission Expir MY COMMISSION # DD 060579 :r -> . EXPIRES: October '0, 2005 I ompetency Holder) Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROO I CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor t.�rD i ' th ° wn :r ith � the required- roofing permit, and to explain to the owner the content of this section.. Th rr o ion of liter 15 of the Florida Building Code, Building govern the minimum requirements and standards a e( r trtt roofing system installations. Additionally, the following items should be addressedas l p a a e g tee t between the owner and the contractor. The owner's initial in the adjacent box indica es tlaa e ` t= as epn explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone, are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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 Wood Decks: When replacing roofing, the existing wood roof deck may have to be rena -led in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring unit (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be view q¢i 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. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may caus /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. /. ...AR 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overl ded 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 inte r 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. •10' abikj o 0c( Owner's /Agent's Signature C:1Ducumenu end SettIngekhemme.\Lo .l SettInR.\Temp\Temporory Internet Fats \Cuotent.IES \OKLBAFTT \SECTION 1524111.duc Date Contractor's Signature 0 1 High Velocity Hul'ricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ❑ New Roof Low slope roof area (ft. 600sq. Section A (General Information) Process No. Page 2 Job Address: Quality Roofing Contractor. Inc. 1020 N.E. 92 Street Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: Roof Type Re- Roofing ❑ Recovering Roof System Information Steep Sloped area (ft. 2200sq. Section B (Roof Plan) ❑ Repair ❑ Maintenance Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Are there Gas Vent Stacks located on the roof? ❑ Yes LI No If yes, what type? ❑ Natural ❑ LPGX Total (ft. 28sq. Page 1 of 1 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. Perimeter Width (a'): Corner Size (a' x a'): =EMI �n ■ ■■ •••••111 ■ ■ � – it■! ■■A � •_ ■■■ Ill ■ ■B ■ ••••• MNE v W .= IMONNIM ••111••••111 MOM ■ mom LI: 111111 .. ■ ■■n A ■ ■■■ u inn ■■ ■■■■■■■ ■■■■■■■n ■ Nora awl r L n NM •rJll1■In �i■■ ■■■■■■■i llllllll ■ ■■ ■■■ 4 ■ n ■�■ •— • _j ■ ■■ NB■_ ■ ■ ■ ■r ■� ■■■fie ■ ■■ ■■ _ �BA ■ ■ ■ ■■■■ ••1111■■■ ■ ••••■ • NM nn■ ISM ■ M iii ■ ■■■■■■ • ■n WWI MEMO ■ nn niii■11111 ■1111 n fn ■■■ ∎ ■ ••s• 111111111•••111111111••••111•1111 n■: l i ■I imui i lM■i■■u■ ■ o iii• ■■�ii■�■i ■■an 11 E•www iw■■mi■■ ■ ■in ■ i I�ii■ • •111 ■ • • ■■■ ■ 1111■ W •1111•11•••• • • • • http: / /www.co. miami- dade.fl.us/ bldg /roofing_permiting /permit_app_section_a.HTML 5/25/2004 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. `„) �`1 c6 t Page 3a Parapet Well Height. t .)I 4' Ft_ Mean Roof Height 1/ Ft. Page 1 of 1 http: / /www.co. miami - dade. fl. us / bldg /roofing permiting /section_c_4_2.html 5/25/2004 System Manufacturer: GAF Materials Corp. NoA No: 03- 0501.05 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -49.2 Pmax 2: -85.6 Pmax3: -124.3 Maximum Design Pressure, From the Specific NOA System: -52.5 Deck type: 1" x 6" T & G * These decks require a fastener pull test by an approved test Iabratory Other Deck Type: n/a Joist Spacing: n/a Slope: 1/2" High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Anchor /Base Sheet & No. of Ply(s): n/a Anchor/Base Sheet Fastener /Bonding Material: n/a Insulation Base Layer /Size & Thickness: n/a Base Insulation Fastener /Bonding Material: n/a Top Insulation Fastener /Bonding Material: n/a Insulation Top Layer /Size & Thickness: n/a Page 3 Wood Nailer: 8 Penny nails Base Sheet(s) & No. of Ply(s): (1) Glass Base sheet Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of Ply(s): (1) Gafglas Ply 4 Ply Sheet Fastener /Bonding Material: Type III mopping asphalt Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: n/a Top Ply: Gafglas Mineral Cap Sheet Top Ply Fastening /Bonding Material: Type III mopping asphalt Surfacing: n/a FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 1 /" R.S. Nails Page 1 of 1 Altemate Fasteners: n/a 1. Field: 9 " o/c @ laps & 2 rows @ 9 " o/c 2. Perimeter: 6 " oic @ laps & 4 rows @ 6 " o/c 3. Corners: 6 " oic @ laps & 4 rows @ 6 " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: n/a Perimeter: n/a Comer: n/a http : / /www.co.miami - dade.fl.us/bldg/ roofing _permiting /section_c_4.html 5/25/2004 Roof System Manufacturer: Coma Cast Corporation Notice of Acceptance Number: 0 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): p 1: -49.2 P 2: -95.1 P 3: -95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAftfil -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 2 1/2 "/12" Roof Mean Height: 13' Ridge Ventilation: n/a Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Altemate Tile Attachment Method: n/a Clip Spacing for Metal Roof Panels Field: n/a Perimeters: n/a Perimeter Width: n/a Section D (Steep Sloped Roof System) Comers: n/a Sloped System Description Page 4 Deck Type: 1" X 6" T & Altemate Deck Type: n/a Underlayment type: 30Ib. ASTM felt Insulation /Fire Barrier Board: n/a Optional Nailable Substrate: n/a Fasteners: 1 1/4" R/S nails Cap Sheet Type /Adhesive Type: 90Ib. ASTM felt Roof Covering: Spanish S Clay Colterra Tile Roof Covering Attachment Method: Polyfoam Adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 1 1/4" R/S nails Hook Strip /Cleat ga. or weight: N/A Page 1 of 1 http : / /www.co.miami- dade.fl.us/bldg/ roofing _permiting /section_d_3.html 5/25/2004 Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. P 1: -45 P 2: -95.1 P 3: -95.1 Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" x A 0.263 - Mg: 8.58 x A 0.263 - Mg: 8.58 x A 0.263 - Mg: 8.58 = Mrl: 3.25 = Mrl: 16.43 = Mrl: 16.43 NOA Mf: 66.5 NOA Mf: 66.5 NOA Mf: 66.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 Page 1 of 1 http: / /www.co. miami - dade. fl. us / bldg/ roofing_permiting /section_e_3.htm 5/25/2004 • Nil S-C ° BUILDING CODE CON11'LI,\NCl•: OFFICE (BCCO) I•RODUCC CONTROL. DIVISION NOTICE OF ACCIEI'TANCIE (NOA) Cornet Cast Corporation 4383 SW 70' Court Miami, VI. 33155 This NOA consists of pages I through 5. The submitted documentation was reviewed by Frank Zulosag :a. RRC SCOI'I.. This NOA is being issued under the applicable rules and regulations governing the use of construction materials The: documentation subtnitted has been reviewed by the BCCO and accepted by the Building Code :and Product Review Committee to be used in ('4iarni Dade County and ocher areas where allowed by the Authority I-1 aving Jurisdiction (A11.1),. ,M4\:\II -DADE COUNTY. FLC NItiTRO -D: \DE FLAGLER OWL 141) WENT I:l,,\C:t.l• R STItl• :I•: \1(r \`Il I:LORIDr\ 3 Z 131) (305) 375 -2901 FAX (305) 375 This NOA shall not be valid alter the expiration date stated below.. TIlc.IICCQ( - -In: Mi:tini :i .;rtic County) and /or t A111 (in areas other than INIianai Dade County) reserve the right to liave this product or material tested. for qu :►1 assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will inc the expense of such testing and the AI {1 may immediately revoke. modify. or suspend the use of such product material within their jurisdiction. BCCO reserves the right to revoke this acceptance. if it is determined by I3CC that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein. and has been designed to comply with the South Florida Building Code, 1994 Edition for Miarni -Dade County or Florida Building Code. DESCRIPTION: Coltcrrn "S" Roof Tile 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 INO :\ will occur after the expiration date or if there has been a revision or change in the materials. usc, ancUor manufacture of the product or.proccss. 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. ADVIERTISENLENT: The NOA number preceded by the words vliami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval Datc: 11/21/01 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sob Category: t\ 1,►(crinl: 1. SCOPE This new rooting system using Coma Cast Co[terra 'S' Clay Roof Tile, as manufactured Coma Cast Corporation described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building Code, 1994 Edition for fvliarni -Dade County. For the locations where the pressure requirements, do not exceed tile design pressure v :rlucs• obtain by calculations in compliance with RAS 127 using the values li:ete.d in section 4 herein. The attachment calculations shall be done as a moment based system. Manufactured by Applicant Coltcrra 'S' Clay Roof Tile Trine Picccs 1 CON1I'ONENTS OR PRODUCTS MANUhACTUREI) BY OTIIERS Test Product Dimensions SpecifiCnlinms Description Product Rainproof 11 lcc and Water Shield Tile Nails Tile Screws Roof Ti lc Mortar ( "TilcTitcr "" Rooting Roofing Tiles Clay IntODUC'i' I)I SCiZ11''t16N Test Dimensions Specifications Length: IS" Width: 11" varying thickness Length: varies Width: varies varying thickness 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll ivlin. 10dx 3" f1Sx 2 'f:" long 0.335" head 0. 131" sltartk di :t. 0.175" screw thread dia N/A PA 104 PA 1 1 4 Appendix E PA 114 Appendix E Product Description High profile, one- piece, 'S' shaped, clay roof PA 112 tilt with a single roll. For direct deck nail- on, mortar sct, or adhesive set applications. Accessory trim, clay roof Picccs for use at PA 112 hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Single ply, nail -on undcrlayment with 2" sclf- adhcring top edge. PA 103 Self-adhering undcrlaymcnt Corrosion resistant screw or smooth shank. nails Corrosion resistant, coated, square drive, galv;ttti'cd, coarse thread wood screws t`[nnufncturer Protect - O - Wrap. Inc. (with current NOA) ( ( W.R. Grace Co. (with current NOA) Generic with current NOA) Generic with current NOA) P,\ 123 Prepared mortar mix Bermuda Roof designed for mortar set roof Company. Inc. tile applications. (with current NOA) NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval Datc: 11/21/01 Page 2 of 5 Product ' Dimensions Roof Tile Mortar ( "Quikrctc0 Roof Tile Mortar //1140 Roof Tile Mortar ("I3ONSAL® Roof Tile (vfortar Mix ") Roof Tile Adhesive N/A ( "Polypro0 A11160") N/A N/A Roof Tile Adhesive Factory TilcBond premixed canisters Hurricane Clip & Clips Fasteners tv1in.'A" width Min. 0.060" thick Clip Fasteners Min. Sd x 1 1/4" Test Specifications P.\ 123 PA 123 Sec l'C,\ Sec •I'CA PA 114 Appendix E Pr oduct Description Prepared mortar mix designed for mortar set roof tilt applications. Prepared mortar mix designed for mortar sec roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam root' tile adhesive Corrosion resistant clips with corrosion resistant nails. ► \1;Inufnettfrcr Quikrecc Construction Products (with current NO, \) W. R. Bonsai Co. (with current NOA) Polyfoant Products, Inc. (with current NOA) Flexible Products (with current NO; \) Generic . (with current NOA) 3. 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 shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a N1i :Ifni -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112. alipendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review, 3.4 Minimum undcrlaymcnt shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the undcrlaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall bc in compliance with applicable building code. 3.7 May bc installed on slopes 7 :12 and greater. 4. INSTALLATION 4.1 Coltcrra 'S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 113, RAS 119, and RAS 120. 4,2 Data For Attachment Calculations Tile Profile Coltorra 'S' Table 1: Aerodynamic Multipliers - X (ft') X (ft') Direct Deck Application 0.263 NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval Datc: 11/21/01 Page 3 of 5 i Table 2: Restoring Moments due to Gravity - M. (ft -lbf) Tile 3 ":12" 4 ":12" 5":12" 6 :12" I 7":12 Profile Colterra 'S' Direct Deck DirectDeck DirectDeck DirectDeck DirectOecl 8.58 8.44 8.27 8.07 7.84 Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nall -On Systems Fastener Type Direct Deck Direct Deck Colterra 'S' Tile Profile 2 - 10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 Snioott OrScrew Shank Nails 1 .1/8 Screw 2 .#8 Screws 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) (min 15/32" (min. 19/32" plywood) plywood) 28:6 1 41.2 38.1 5.1 1 6.8 6.9 I 9.2 20.7 43.2 23.1 29.3 27.6 20.7 43.2 23.1 29.3 27.6 38.1 2 -10d Ring Shank Nails' I 33.1 48.1 I Installation with a 4" tile headfap and fastornors aro located a min. of 2h' from hoed of Lilo. . Table 4: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application i Minimum Attachment Colterra S Profile Resistance Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Avorago weight per patty 10.7 grams. Polyfoam Product. Inc. Avorago weight per natty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - MI (ft - Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Collerra 'S' Polyfoam PoIyProTM 66.5' Polyfoam PolyProrh' 38 4 Lar o .add placoment of 63grams of PolyPro ? ". 5 Medium paddy placement of 24grams of PolyPro t ". NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Datc: 11/21/01 Pugc 4 of 5 Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems L Tile Tile Attachment Profile Application Resistance Colterra 'S' Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's nan; or logo, of following statement: - Miami -Dade County Product Control Approved ". 6. BUILDING 1'IE1Ztb1["1' 12EEQUI1tIENIENTS 6. [ 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 by the Eluilding Official or applicable building code in order to properly evaluate the installation of this system. PROF! LE DRAWINGS 11" ---- - - ---- COI,T1EIZltA c s' CLAY ROOT' TILE ENI) OF TI (IS ACCEPTANCE NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval Datc: 11/21/01 I'uge5 A. TESTS: Test A .encv Redland Technologies Redlantl Technologies The Center for Applied Engineering, Inc. The Center for Applied /Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied • Engineering. Inc. The Center for Applied Engineering, Inc. Thc Center for Applied Engineering. Inc. Rcdland Technologies Rcdland Technologies B. CALCULA "PION Cttict �In1i011 1. V_;tl k� r Dng +ttcur inbL - I - nc ; - \Va1kcr Engineering, Inc. Test Identifier 7161.03 Appendix III 7161 -03 Appendix 111 9.1.053 94-084 25- 709 -1 -9 25- 709 -1.6 25 -71 S3 -4 25- 71S3 -3 25- 721-3 25 -721 - -7T 7161 -03 Appendix If Letter Dated Aug. I. 1994 Test Re )orl f inittn1ed 25.71S3 25-7094 Test Nnntr /1tejrirrt Static Uplift Testing I'r\ 102 Static Uplift Testing PA IO2(A) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (4 l leadI :r). Nails. Direct Deck, New Construction) • Static Uplift Testing PA 102 (4" Hcadlap, Nails. Battens) Static Uplift Testing PA 102 (2 Quik -Drive Screws. Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screw`, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw. Battens) Wind Tunnel Testing Pr\ IOS (Nail -On) Wind Tunnel Testing I'r\ IBS (Mail -Ott) I)ntc March 1995 February 1996 Dec. 199I Aug. 1994 bate Dee. 1991 Dec. 1991 April 1994 May 199-1 Oct. 199-1 Oct. 1994 Feb. 1995 Fcb. 1995 • March, 1995 March, 1995 NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Date: 11/21/01 F:-1 Otilculation Walkcr Engineering. inc. Walker Engineering. inc. Walker Engineering. Inc. 1'cst Report Evaluated .25.7496 25 -755.1 25.7S0-Ib•S 25.7504.4 5 25.7S4 S•6 Walker Engineering. fnc. Aerodynamic Nfultiplicrs C. OTf fEIZ 1. NTRrM,\ Association {Member 2. Notice of Acceptance, number 01- 0904.04 Date April 1996 December 1996 April 1999 Two Patty Adhesive Set System t \grit 1999 NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval D:itc: 11/21/01 E- 2 MI AM MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Palyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. APPROVED: 06 /14/2001 • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CON1'RACI'OR ENFORCEDIENI' DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) ot'. Two Component Polyurethcne Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify,.or suspend the use of such product or material immediately. BCCO reserves the right to revoke . this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office U s acceptance cover page.doc - '----. _.. __ .r...__. --.--- - :� ..- ... : ..- _.,.., Ala LL ............... h j... / /.w.,., I...il.linarnrlrnnlin,. rnm Polvfoam Products, Inc. ROOFING ASSEMBLY APPROVAL Catciory: Roofing . Sub - Category: RoorTilc Adhesive Materials: Polyurethane 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 ProPack ®30 & 100 Strength Tensile Strength Water Absorption Moisture .Vapor Transmission Dimensional Stability Dimensions N/A N/A N/A 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ACCEPTANCE No.: 01- 0521.02 1. SCOPE This approves Polypro® A1-1160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems Test Specifications PA 101 • 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AI-1160 roof tile adhesive. Results 1.6 lbs. /ft.' 18 PS1 Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch Approval Date: June 14, 2001 Expiration Date: May 10, 2006 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan ie u Humidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner - Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and arc subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. _ - w F'— 2 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details doted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A1-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approve applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foainpro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to sunk 3 MS Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile niust be set within 2 to 3 minutes after Polypro® AH 1 60 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 ACCEPTANCE No.: 01- 0521.02 Prank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfle Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles # 1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile niust be set within 2 to 3 minutes after Polypro® AH 1 60 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 ACCEPTANCE No.: 01- 0521.02 Prank Zuloaga, RRC Product Control Examiner Polyfoarn Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ACCEPTANCE No. : 01-0521.02 1) Place enough adhesive to achieve 12 lo 23 squats bxhet In coned with the pan IN 2) Tum coven upalda down. Place adhesive 112 To I In. From could. edge of covet tie. Than Install the Ult. Optional Tara lot stoop pitch aoplkrtions 10 P 3,1104 oi IN eava 4 c W 4 . ' ' Th #11 ecina covu 11#1 14 I i Ranlov Abut to ucond coursa ol pan and cover din are Soh at save RN. n m Er dee %taphole Nada . 14i• pan Oa& Ensure ante end of Imortu shown) 5 Frank Zuloaga, RRC Product Control Examiner Had Iluough plas nt tic ceme Opllonal PoInt-uo Wool co longitudinal wages of Be Sheathing Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyroant Products, Inc. ADIIESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Ct).• 3m. I Single paddy on under. laymen! Single paddy on top of Ule S paddy under We Paddy (between (Ue) Paddy (under tile) Eave course In. X 7 In. medium size paddy lava Fascia course only Nall through plastic cement / x 3 In. Single paddy on undedayment Single paddy on top of We Eire Course 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Underiayment 1. x 3 in. 41n. Single paddy on under. layment Single paddy under tile Single paddy between the 2 In. x 7 In. medium the paddy save course only Single paddy on top of the [ay. Course Fascia Weephols Eave closure Drip edge Single paddy between the Eave Closure 2 in. x 7 In. medium the paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner ' Polyfoam Products, Inc. • ACCEPTANCE No. : 01- 0521.02 1. Renewal of this Acccptancc (approval) shall bc considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", 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 thc correct installation of the product. d. The engineer who originally prepared, signed and scaled 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 appropriatc fec) 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 Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Mi:tmi -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspcction at the job sitc at all time. The engineer need not reseal the copies. 8. Failure to comply with any scction of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner MIAMI -DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE • OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI - DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations.governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AEI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built - Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/ or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldrM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows '12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTPTE) #12'or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTPTB) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. Ply Sheet: (Maximum Design Pressure —7S psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 40, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. NOA No: 03- 0501.05 Expiration Date: 11104/08 Approval Date :10/23/03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. (3A1'Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Rmlllsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAP Premium•Pibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 galJsq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20%; plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAP WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4" Dens Deck or s Type X gypsum board is acceptable to be installed directly over the 'wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The rust 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 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment sha not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilinp the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page21 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)—Continued GAFGLAS 180 Premium Base Sheet may be used in -any of the following systems. "GAFglas Flex Ply 6" Is a suitable alternate to "CAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used In Ueu of any perlite insulation in any of the following NC Classifications. Qua A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products In any applicable Classification. Class A I. Deck: C -15/32 Incline:3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl "GAFGLAS PIy 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: GnveL 2. Deck: C - 15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate.composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheer'. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /Isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet'. 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 In. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C- 15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS 175 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet'. 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 "GAFGLAS 175 Base Sheet". Ply Sheet One or more layers of Type CI " CAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite / isocyanuuate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood Joints 6 tn.). Base Sheet One or more layers of Type Gl, C2 or M. Membrane: One or. more layers of "Ruberoid Torch" (smooth or granule), "Ruberold Torch Plus" (granule), "Ruberold Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule): Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, Lsocyanurate, urethane, perlite /Lsocyanurate composite, perlite/ urethane composite, wood fiber /isoryanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or C3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule); "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberold Mop Plus" ( granule> LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU) Contin Cap Sheet: "GAFGLAS Mineral Su ?faced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 Incline: 3-1/2 Insulation ( Optional): One or more layers perlite, wood fiber, glass fiber, tsocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or. more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type Gl, G2 or G3. Membrane: One orr more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberold Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C45/32 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 composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS PIy 4•' or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 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 /isoryanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 "GAFGLAS PIy 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isoryanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. • 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate/composite„ wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type G1-"or C2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type CI or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1-1/2 i gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline:1 Insulation (Optional): Perllte, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. BUILDING 0 MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL D PLUMBING PERMIT N9 9501 Contractor's License No. ROOFING Work to be performed under this Permit Owner of _ -,:-' ':. ', / ' •-,c.,- ,,,,,:-...---..---..,--1...ot....--., -------r-..-,.". -,,---,-, . B uilding j i - ,--..:1,-,--.4 ' ', .;.;-".,-' , - ..-. -ff. ' :- i-P -- - : - • ,--' rr--.— , :-. ,, v rr r /for a' - % ....` - r"--,',...---, .../%":7"-zr I r",„ if) 4, Architect LJ Contractor - 4 or Builder Legal Lat Description /- BI Subdi- vision Sq Ft Address of Value of Amount $ of in Building '-''..? .1 K.' Project $ --4 c-) i f:. II Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described p l ica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will comp l i be performed in compl iance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. Thi Permit may revoked v at any time if 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 the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. 7," /?- ii ./,= /1,"/3 -"•.-- ;'. 7/ fr' / 2- ,,,, Signed `---' -P // - ,--. (-:`( c- / -:' ,7,: -% IL-7 (INSPECTOR) BY __- o'.eo• _ C• - - — —,-Le.- -.-_,',"_.-- , -,.• -, -,-- , .., ..:-.• 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, dr4*ings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. •----- / (/// ",. ' .e / \ 1 - - - -' ' - . -' • . ' --- . CONTRACTOR or BUILDER Date • 19S7 BY AUTHORITY o 6 5-60 29 Sq. 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. Location and legal description of lot to be built on: Lot_. Block STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, peared Disapproved _._ D ( Signed) Building,�+fispector Chairman Member Member Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT -- -ROOF Subdivision PLANNING BOARD__ __ DATE Member Member Member Date Disapproved 6 Date December _15_ ,19 67 Owner's Name and Address._ Dillard S_._ _Tatham No._1020 Street_N_. E. 92nd St. Registered Architect and /or Engineer... _ Name and address of licensed contractor Adams & B eagles Roofing Co.,.I n c . , 4021 N . W. 28th St. Miami, 3314 -2 Street and Number where work is to be done 1020 N. E . 92nd Street State work to be done and purpose of building (by floors)__ Tile _RQ9_f_:____R_efl Q_ve___exi ro . Apply 1/30; 1/90_;__ White. __Cement Barrel tile. Flat Roof: Remove existing roof. Apply 1/30; 2115' _s_,____as_pha1t_ -- -and gravel., and for no other purpose. New Building ___ Remodeling__ _____ ____ Addition Repairs_R.er.ROO No. of Stories.... 1 .... _ To be constructed of Kind of foundation___ Roof Coverin Tile & G ravel g 6.00 Estimated Total cost of improvements $ 2,139..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 foi said building. All notices with reference to the building and its construction may be sent to__Ad ams-__ &___B_eagles Roofing Co., Inc., ___40.21_ N. _W ..- -28th St. - Miami,. 33142. The undersigned applicant for this building permit dot. 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) - 7 - G (�4 . Adams & Beagles Roofing Co. Inc, undersigned authority, a notary public, duly authorized to administer oaths and take a,;kaowledgments, personally ap- 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 S�'1 Date ____ /_o2 -/.3"-- ? Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires 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. Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date O Type Insp'n 1 (E 1 OC 7 Permit No. 6 C ' otl - 77S_ Name � (LeA ^ ` ` Address V ' vE q s4 Company GUCA\ Phone # Inspection Date S1I Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT e. p< 305- 795 -2204 n�, Building Inspection Request - ' , J Date Type Insp'n 1 1 Q ,/� `C Permit No. C 775 iS e t �j� - ^ Name u Jed c Address (V v'�-� JF . It U i Company Phone # Inspection Date Approved Correction Re- Insp'n Fee