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1263 NE 93 St (7)BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor -r , _ or Builder Legal Description Address of Building MIAMI SHORES VILLAGE, FLORIDA ❑ DATE_ y I Z. 19 / f o PERMIT N� 7521 i Contractor's , , - License No. ❑ Work to be performed under this Permit____. e. ZONTRACTOR OR BUILDER Lot Bl. Subdi- vision Value of — 1 Amount of Project $ ' J I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time 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. Signed. �, _.— INSPECTOR In cons_deration 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY AI!OT 7.4r:i l/ ,p C PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date l� ` + 6 ? Job Address / 2 6 3 Q c l 3.43 . Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 4,77 -1-.2- • '77n Gt.'.I, A Master Permit # 7l/ Owner's Address 2 6 3 '7'1 r L 3-76 6 Phone .?O .S'' 2 S 9 D27 a, 1 eA 4 ` Contracting Co. d S jroo c'' Address ) 2 20 ,kA S / 1- Gkra Qualifier / (., O.4a../' T 4 , Plce a p State # 'f C O !'7 SVgg Municipal # Architect/Engineer Bonding Company Mortgagor FEES: PERMI RADON giktA2-17 ..�x . Sign,' n e of owner d/or Condo President Date P7: Notary as to Q r• ..Ip'' My . • Pr (�,7/� Dat Commiti� '�. X3 I y 00-313W 'WI � d AO >. SS# Phone 95 ✓- e Competency #0 I ( F 0 Ins. Co. Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING. PAVING FENCE WORK DESCRIPTION A 42. f v 119 , r r A 1/ A Q c gir 0 TV ,E• V C a- d D Square Ft. A F r . 9 1� t Estimated Cost (value) 2 �{ s . 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 construction and zoning. Furthermore, , I authorize the above -named contractor to do the work stated. APPROVED: Zoning Building (l 1 ! Mechanical Plumbing SIGN e- _ -Pp Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner- Builder My Commission Expires: col P NINA M. MCLEOD COMMISSION • CC633993 EXPIRES APR 04. 2001 SOHO® THROUGH An ANC bONaNC CO., INC. C.C.F. ' ( 6 NOTARY BOND Electrical Date A TOTAL DUE (0 V Engineering Contractor's Name o b b Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering epair ❑ Maintenance Flat Roof Area (ft) 2 9 Sloped Roof Area (ft') Total (ft') 9 d Permit No. Exposure category (per ASCE 7 -88):K Building Classification category (per ASCE 7 -88 table ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 1 P A 9— ` 1.4 TA, 4 �n S Tod' r : t L 5 c t3 7: r}s[°Apo J- 3n Deck type: X f 1 ^ . / 0 d PL A Ft. A I Ft. A V ATTACHMENT Fastener Type: SPACING vi •/ Field: / 0 nz Perimeter: 9 o C. Corner: DETAIL 1 & 2 Job Address: If oC Page -1 /on3 176 23 i' ROOF PLAN R1dQ Venal. tJon? MEN HEIGHT Deck type: z Underlayment: Insulation: D E T A I L 3 12' ROOF SLOPZ Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION Cap Sheet: Roof Covering: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmax1: x X (Aerodynamic Multiplier): ) - M (Pmax2: x JI (Herod ynamic Multiplier): _ ) - M (Pmax3: x X (Aerodynamic Multiplier): ) - M TELE CALCULATIONS _ K t: _ Mr3: PCA: PCA: PCA: Page -2 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. 0 !�ADa Owner's Name and Addressi� Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Block $ub division tie Lot__ Street and Number where work is to be done Distance to next nearest building Chairman _____ . _ Member Council Approved Permit No Building - Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT State work d p e o anurpos of build' (by floors)____ - � tt- J —2 Date Disapproved _ __ (Signed) - - -- - .�� - - -- - -- - - _ � Date... r , 1�G!- j No.__ Street_ 93 and for no other purpose. New Building Remodeling .P ----- Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1 (7,c 10 _____ Amount of Permit $ Zone cubage required.___ ______Plan Cubage_ Size of Building Lot Maximum live load to be borne by each floor- •_------ ____ -- ----- �__ - -� II hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be self: to__ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to Jp performed under this permit, as are licensed by Miami Shores Village. Remarks________________ (Signed). Read, Sworn to and Subscribed before me. STATE OF FLORIDA, ➢ COUNTY OF DADE. ss Bec'ore me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _ -- - - - - -- - - - -- -- - - - - -- — to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member _._ _____ _.__ _____. Member Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Appendix "E" UNIFORM ROOFING PERMIT APPLICATION . PROCESS No. Contractor's Name: V. /%' id c./4 r)/ / r ''')Job Address: ,/ ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) f �, ROOF TYPE I ❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Flat Roof Area (ft') .56 0 Sloped Roof Area (ft') Total (ft') Master Permit No. - Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): 4r.fr c ~, � „ROOF HEIGHT AND SYSTEM DETAILS P y+' , (Draw details as needed) .� .` „ mod. ):9,3`e ROOF PLAN Ft. A v Deck type: /XF % `` JCPo.10 Field: 6 !C- ATTACHMENT Fastener Type: - ~,e SPACING Perimeter: 6 VC- Corner6 123.01.78 8186 DETAIL 1 & 2 p.4 et-e Na' r 6' —� Pag METRO -]ADD PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, N,1 07470 Your application for Product Approval of: GAF Conventional Built - Up Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Flori under the conditions set forth above. Approved: 11/04/97 Internet mail address: postmaster (a3buildingcodeonline.com 1 •,: • .1 1116 IN We METROPOLITAN 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 aul Rodriguez Product Control Supervisor PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County a?-tJ Homepage: http://www.buildingcodeonline.com Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Product Control No: 97 -0804.71' Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 System Description 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 over 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. 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 Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. rank Zuloaga, Roofing Product Control Examiner Insulation Types: Material Wood Material Wood Basalt Wool Perl ite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Product Control No: 97 0804.21 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 41 ga, Roofing Product Control Examiner Deck Type 1I: Deck Description: Systems Wood, Insulated, New Construction or Reroof 19 or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Insulation . Fastener Fastening Fasteners Fastener Layer Type Detail No. Per Board Density (see PA 117) One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: I" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard Minimum: %2" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard Minimum: ' /2" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: 2 h" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Perlite, GAFTEMP® Permalite®, Permalite Tapered Minimum:' /." x 2' x 4' N/A N/A N/A N/A Minimum (for Tapered) Vs': x 2' x4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: 15/16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Permalite Tapered Roof Insulation Minimum: 'A " x 2' x 4' N/A N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: Vs" x 4' x 4' N/A N/A N/A N/A Page 18 of 41 Product Control No: 97- 0804.21 Roofing Product Control Examiner Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20- 401bsJs Please refer to Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: Base Sheet: PIy Sheet: Cap Sheet: Maximum Design Pressure: Maximum Fire Classification: Product Control No: 97- 0804.21 GAFGLAS® Ply 4 ®, PIy 6 ®, GAFGLAS Flex PIyTM 6, #75 Base Sheet, GAFGLAS #80 Ultima' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra Base Sheet, GAFGLAS STRATAVENT® Perforated or RUBEROID Modified Base Sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® PIy or GAFGLAS Flex PIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (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 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one oldie following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Page 19 of 41 uloaga, Roofing Product Control Examiner Specification No.: Product Control No: 97 -0804.21 . I- B -5 -M, I- B- 5 -M/P6, I- B -5 -G, I- B- 5 -G/P6, I- B -5 -C, I- B- 5 -C /P6, 1- 0 -5 -M, I- 0- 5 -M/P6 I- B-4-M, I- B- 4 -M /P6, I- 0-4 =M, I- 0- 4 -M/P6, I- B-4 -G, I- B- 4 -G /P6, I- 0-4 -G, 1- 0- 4- G -/P6, I- 0- 4- C,1- 0- 4 -C /P6, I-B-4-C, I-B-4-C/P6, I- B -3 -M, 1- B -3 -G, I- B -3 -C, I- 0 -3 -M, I- 0 -3 -G, I- 0 -3 -C, Page 20 of 41 Roofing Product Control Examiner • Product Control No: 97- 0804.21 Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F° as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex PlyTM' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. 'V Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 oaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.21 ' • 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 38 of 41 ran Zuloaga, Roofing Product Control Examiner 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. if the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117. Page 39 of 41 Product Control No: 97- 0804.21 Roofing Product Control xam Product Control No: 97- 0804.2 f 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 40 of 41 u oaga, Roofing Product Control Examiner GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 1 Product Control No: 97- 0804.21 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of thiss Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance 'shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages l through 41 END OF THIS ACCEPTANCE Page 41 of 41 Roofing Product Control Examiner 2 1 • e ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to °Dens -Deck" in hot asphalt. "GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGIAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS 980 Premimum Base Sheet") is a suitable alternate for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stratavent Vent -Ply) perforated" or " GAFGLAS Stratavent (Vent -Ply) for nailable decks". Perforated to be mopped and nailable to be mechanically attached granule side down.. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet", " GAFGLAS #80 Premium Base Sheet" or " GAFGLAS Stratavent (Vent -Ply) for nailable decks") may be substituted for 61 asphalt glass fiber ply sheet (°GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom pty or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. ° GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perna Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt.". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. 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. Pty Sheet Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel 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. Pty Sheet Three or more layers Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 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. Pty Sheet Two or more layers Type 61 " GAFGLAS Ply 4" or "GAFGLAS 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. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TENT) ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: Any UL Classified gravel surfaced Class A aspl 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 #75 Base Si nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" o 6 ". Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surface 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 " GAFGLAS #75 Base Shea . Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. 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 flber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced 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, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type 61 "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 flber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 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 /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 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 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal/sq. e 4 Dates J G ]qs PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 1205 ME. elf? ST. Tax Folio - 4;205 - ® ()a 7- O /GAD egal Descriptio ye' Lci 7' 9 - � Zci.A /nue / /et Master Permit # Owner's Address 2• (-5 N .E. '9 3 ST Phone joy • - 27 21 Contracting Co. J.1 110 n • relOr r12L/ 1 n4 idress� 0 7� V�- Qualifier CO1`NC Il � � j ` P� i Phone Lv 4040 State ( OSSh) Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL COOFIN PAVING FENCE SIGN WORK DESCRIPTION i Ec)r54 12(:)(2)4:- 4T 2T7-75.•° 11)_5iiLATJ 5W--6keei 2 PI Ty0 rw i \ 5v� . ( S- l Square Ft. E5 Estimated Cost(value) 0 ' D„ E 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 OBTA]tN 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 informatio be done in compliance with all applicable laws regulating c authorize the above -named contractor to do the work stat Date: ** * APPROVED: or Condo President er and/or C n4o. resi xpires: h�ti�e. �^ • ., R ; .0® FEES: PERMIT ,n RADON C.C.F. NOTARY TOTAL DUE, `3C4./gn Fire na Date: Mechanical Plumbing Engineering accurate =nd that all work will tion and oning. Furthermore, I e of Contractor er- Builder + tractor• 7: er- Builder :' pines: Other Zoning Building,��°� c.Qi' r'� Electrical PERMIT NO. TAX FOLIO NO. // 307 0<5 — 0 ° � 7 - 0/0 0 STATE OF FLORIDA: COUNTY OF DADE: 9882374 02 1998 I1AY 19 11:12 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. gal description of property and street address: 1 2(&5 n1. C • '"1 2? 50 g OW • l.0 j 9 -*e•yasfr £ ► / R `// 2. Description of improvement: J Z P , 4 F C'eSi d pAA,-1i '( Fit A 1 Ecor Sig wre of NOTICE OF COMMENCEMENT A COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION ner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: • 141 oo r a 0 ' '&z- co p li R CeD • 1 '1 v J. 2 Ave. k-ict leccln t t• ?� . � h 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) Notary Pub Print Notary er /263 A . 93 1.4,7 Print • •' ers Name x ✓c"i M2U e l(2 Sworn to and subscribed before me this 1 day of My Commission Expires: 3 -11 '19 c- , /1ve - Pi/ Ikidiaddi - ;1‹ .1 <•J N1( STATE OF FLORIDA, COUNTY OF DADE ;:C.4F +V ce11'12Y 41)6i this is e Onto cp' of f o o 0; no 4•!01 in Ohs ©ffbco on _l p ri VNEIS y 1 . nd . d O$ :13; Scat. i�iAttV " 6Vgt3C R and Coun4Y cow r4fl 19 RS. .LJ. • Prepared by: • 1<.3 r k, Vl'S . t orn&t2A1 1 Address: 1.4i0 -1 1 12a01.52 2199 PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY Job Address Legal Description Owner's Address Contracting Co. /0 • MD 6-nm el,v 2l- Address Qualif con ss• - - State # COO ®'p6 / 0 PI/ 4ompetency # Architect /Engineer Bonding Company Mortgagor Permit Type (circle one); WORK DESCRIPTION Square Ft. "3,64 O/I 0. P" 5 \.f11&E PS 4 — G3 T `1 Master Permit # r 6 C t< Lessee / Tenant NI Out 1r )243 NC Si 12_4o 3 NJ t Z `a- c -:r, ,Li . i ✓� 1 .0 .� u'.C_t� -� Y 1 � � c Signature of Owner and /or Condo President Date: Notary a to Owner and /or Condo Pre dent I'Y PUBLIC STATE CF FLORluil My Commission E x i t }$ . _ * „Y CQ;1a4 310N EXP PAR. 1,1 p2 ODD TNRU GENERAL INS. UM PERMIT FEE: APPROVED: (OWNER TO RETAIN COPY) Address Address Address Tax Folio phone 759 -272_) qq50 Sc) I Cod phone Ins. Co. 1..: ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN -- ,RDO-P7 Al 4- do AJ CS' oc) Estimated Cost h,, Cj WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SC) 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. I certify that all otork 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 construction and zoning. Furthermore, .I authorize the above- named contractor t,L o t work state Fire Zoning ,. Building Mechanical Plumbing Signature of Contr t ary as to C Commission * * or Owner- Builder /➢ — ractor or Owner -Build ia pares: NOTARY Y f 11C ATE w FLORIDA yr yt NYCOHS 5�,SION Ei. JA11.15,1995 1 , DONDED' ltRU GEPUtAt. I16. ND. ea j Other Electrical Engineering s � 3 c 5 OI OC PERMIT # 1111011 Tax Folio No. I I -- 3:10 - C fl C7 /co S of Florida County of Dade THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: (legal description of the property, and street address if available) . e \ L oN-2 LO-1 c� E -L- ,Vs F- i O r L I q 2 I FL, 1. ( ! L � c � Z(c � N � I `� T f (C11l 1 �` � l �t(L'�� 1= � 2 . General d e s c r i p t i o n of improvement: n 3. Owner information: a. Name and, Address: b. Interest in property: NOTICE OF COMMENCEMENT Ili 9 1 1991 GE"_(1 13 11:11 01(t, 2- LS N E= 3 c s) . ►u (n &■ c. Name and address of fee simple titleholder(if other than owner): 4. Contractor: (name and address) J 1V). MoN l G�>1�1 f j\ 5. Surety: a. Name and Address a . 9 b. Amount of bond$ 6. Lender: (name and address) 7. Persons with 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 of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) pReffext. 6 i�c �" p `C- re_Tbrx- Sworl`i tp and su! scribed before me this ( day of �- %�`� ``� , 1991. Notary Public 5 c'; , " 1 ture of Owner Notary Public State of Florida My Commission Expires 9/1C/92 My Commission Expires: Bonded Thru Stmbler- Adams & Sweet / 12 STATE OF FLORIDA COUNTY OF DADE 0 HE ori•. Gila• in thi .Yr'ce on 4/ LL_ /_ AO w Clerk (3U CERTIFY that this is APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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. Owners Name and Address Mn F2eDr iCtC. rm ue l l e z MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Registered Architect andror Engineer Name and address of licensed contractor •T. . rn o N 1 (0 0 111 el? y SY Db J DIS C ( ( TAr • J rag, Fez, 7 m Location and legal description of lot to be built on: y Lot 1' Block Subdivision (g A t / l/ J� of '7 12 I A Street and Number where work is to be done / (2 in 3 N• ECG C,3 5-1- • /?7) 7/ `2 e S State work to be done and purpose of building (by floors), state exterior colors (submit samples) a1,-&'e f1 6 1 �;� fry 6�M^4 ^ 1l� �( > . ! _ � vinip for no other purpose. New Building Remodeling Addition Repairs No. of Stories 9 _ -_ To be constructed of Kind of foundation Roof Covering �l' rcl . 6 (� ,� �l - Estimated Total cost of improvements S / A 1 4.5 Zone cubage required L Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to L/; ref . (161; fly Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. Permit No. Disapproved (Signed) } SS. Building Inspector Da Date Amount of Permit S Plan Cubage Size of Building Lot The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966. Compiled General Laws of Florida, Permanent Supplement, and has complied with the . %.vision ereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed . r th• and wi .ost o• ca se to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersign. ee- . + ry on y suc subs tors. on work to be performed under this permit. as are licensed by Miami Shores Village. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the COIL? d a-4 C. TOW-- of the above described construction. that he has carefully read the foregoin: application, and that he did sign the same. and that all facts therein by him stated are true. Read, Swor and Subscribed before me. YiII My Commission Expires 3o cc Date 19 gi No. / ?(0., Street NI C.' fi,/P.ftw F 3 7 LIC Wh E OF FLORIDA SIO0 EXP JUDE 24,19531 WS: RD. to me well known. PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Application is hereby wade 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. Date..._ _�...._. June .. 3 7 Owner's Name and Address Frederick Id u e 11 e r M __ — No 1262 — Street-- m ; ° 9 3 L ty t° Registered Architect and /or Engineer ..,.... ,,,.•,,,,•. Name and address of licensed contrpctor 0 b e n o u r Roofing Co. 7 3 5 7 N. W. i T i a m i C f° Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1263 N. E. 93rd St. State work to be done and purpose of building (by floors) R e move g r a V B 1 roof on rear C f rssidence and replace with 4 ply built up asphalt and gravel roofing and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1200 ° 0 0 12 Ci 0 Amount of Permit 3.. ° ` Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under theFlorida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be post for inspection on the site of the work such pub • 'notice or notices as are required by the Act. The undersigned agrees to employ only suc ubcontjactorss, on work to be perforizted ncler this pennit, as are licensed by Miami Shores Village. Remarks __. _.__ (Sigried) STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _.. _._ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated arfr true. Permit No..___ �._ Date Read, Sworn to and Subscribed before me. Disapproved Da'e (Signed) C� /�/ � �. Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Notary Public, State of Florida My Commission Expires 6 sqs° PLANNI 'C BOARD DATE Chairman Member Member Member Member sass..-- _.-- ---- _..__. —._.__ Member -- . - .__ -- Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of $1.00 will be charged when such re inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. t. 4431 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n Permit No. 1J 9 OO — 14-3 Company Phone # Date 22,ecS2 C &I, Name kigx ?U:f\ Address W3 jJE 37 lo 1 p ? - (OI1J Inspection Date H115/9f," Approved Correction Re- Insp'n Fee G) //7 Q ° G - 0 -b-t# 4u2 ),cam!. A Name Address L TV P MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request J A Date Type Insp'n ffio Permit No. P2 615 31 ik Po 1 jiE q2 sr ^ � fir° /`� Company i S ?)d �1i ??.. ' tr, Phone # &C1/�‘ ' / �l C Inspection Date / Approved Correction Re- Insp'n Fee • _gein i o 1'Os ct a° Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/5/2005 Applicant: ALEX Owner: PUIG JOB ADDRESS: 1263 Parcel # 1132050270270 NE 92 Contractor ISTUETA ROOFING CORP Local Phone: 305/266 -1011 PUIG ALEX ST Legal Description: BAY LURE Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -1436 Contractor's Address: 7501 NW 7 ST Fees: FEE2005 -13182 FEE2005 -13183 FEE2005 -13184 FEE2005 -13185 FEE2005 -13186 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $10.80 $3.60 $7.50 $3.00 $324.90 Total Fees: $324.90 Total Receipts: $0.00 BLK 2 LOT SIZE 75.000 X 125 OR BY: PB 44 -63 LOT 16 Page 1 of 1 Permit Status: APPROVED Permit Expiration: 3/29/2006 Construction Value: $17,280.00 Work: REROOFING TO A NEW TILE SYSTEM WITH ALTUSA SPANISH 5 TILE COLOR COFFEE SET IN POLYUETRANE ADHESIVE ms s, cdn c - JOSS - Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Ow net's Addicss BUILDING APPLICATION TAW 2001 1'ec►ni( '1 ype (circle): Building Architect /kngineer's Name (if applicable) S Value of Work For this Permit 1 Ov CAS Describe Work: r 11) Submittal Fee $ Permit Fee $ f;nfart '['raining /Education Fee $ ('ode Enforcement $ total Fee Non Due $ (c'onfiour 1 on opposite side) 3Z4. ao 1 A 1\.41 . .11 ^.J 1 1 V 1 %d J • l .1..A LAC, A. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - Electrical Owner's Name (Fee Simple Titleholder) __C r <d r 1 6 ,6 Ali li.. ,e41 ) r , r- ‘11,...- ('il� , _ 1L _ _ Slate 'Iriianill,cssee Name 13 Pudding Ilistorically Designated YES __ __ NO X( Job Address (where the work is being clone) ('itv Miami Shores Village _ _ _ Counly Miami -Dade Zip C'ontractor's Company Name 5'1 Coup. ('unUaclm's Address _ 150 -1_ AGO _ 1 c€4_ - -- ( it, wv(ar o■ Stale PL ( )1Tolilier 3 b5to X. 3 k k Ialc I 'et tificate or Regis(iation No. CCC c B 4 1 ! _ Ceilifcate of Competency No. *** * * * **** * ** * ** *>r *,•* ** *Fees* ***ft.* **** Mc*** **it ;:x*******A 2 OO�"i Z. LID Structural Plan Review. $ Permit No. FR: faster Permil No. Plumbing Mechanical Roofing Phone /1 6 )5 007 ,7 Zip Phone 11 Phone // 1 )c (d- 1 Zip -_.33 c L - Phone /1 Square Footage Of Work: c2 cl( 1 ype of Work: UAddi(ion ❑Alteration ['New 1Repai epiace ❑ Demolition .� 0 ►'mac,.) h'1., /SLern co t 5 k k i ( S '4- « n Pok(Vr° 401-e Ccl kDSu e rr) CCF $ ID- 8c co/cc Technology Fee $ S0 Scanning S S . Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 T() 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 cor►.slruction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy oldie recorded notice of comntencemenl must be posted at the jub .sue for the first inspecli which occurs seven (7) days oiler the building permit is issued. In the absence of such posted notice, the inspection will nol ed and a reinspectian fee will be charged. Signature Owner or Agent The foregoing instn►ment was acknowledged before me this , 2 ( _, by 14'L - Put, day of who is personally known t0 in or who has produced NOTARY Sign: Print: Chc 05/13/03 My Commission Expires: . , MARILE D. SALAZAR r' k .w MY COMMISSION .:1 DD 379802 r fl,. EXPiRE:' December 27, 2008 t� 1 LCO.3.N0T1,'" , - ry Discount Assoc. Co. APPLICATION APPROVED BY: take an oath. * * * * ** * * * * * * * * * * * * * * **** ** , 4** 4**** **** *%k>k* *** * ** * *4 Contractor The foregoing instrument was acknowledged before me this , day of as identification and who did lake an oath. NOTARY PUBLIC: Sign: Print: * * *: tic************************************************************ * * * * * * * * * * * * * * ** * * * * * *i * * * * ersoually known to My Conuuissio xpires:.., . , 2005, by j�5t? F d Jt _ , r who has produced MARILE D. SALAZAR _ _ MY COMMISSION # DD 379802 FXPIRFS•ner.on ber- 27, -2008- t sy Ditcc nt Assoc. Co. „ * * * * *.. ** * * * *� f * * * *� ti d• k * * * 44444-1. .F ...,. ..,. Plans Examiner Engineer Zoning 123_01-48 5/03 PAGE 2 ... • • • ••• • • • •• •. • • • •• • • • . ='= = • 1 "' PIoritid Buflhrtlg Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. • • •.• • • •.• • • •Si4tIoh_4(Geib Information) ng .• • • 1111 • • • Master Permit No. 1 �7 �� Proce No. Contractor's Na' • • 'Q : ". od n C[5 Y • l Job Address ❑ Low lope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 'Re- Roofing ❑ Recovering * ROOF SYSTEM INFORMATION Low Slope R f Area (SF) Steep Sloped Roof Area (SF) Mortar /Adhesive Set Tile Wood Shingles/Shakes Are there Gas Vent Stacks? Yes ❑ No Type: Natural ❑ Repair ❑ Maintenance Total (SF) acoqo c7wpc/O Section B (Roof Plani 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. rCCCQECEEEEE' Q lI %INEE Q EEEE ' ::EG:CEEE°: : :EEE.. ■■ QE i Q ° .QQ iln . ■ . ■. I pima", C ■...0 .. " ■.... ... C ■ ' E ■. ■ ■■ C'Q 1 Qi�Q EgCpi rl III ii g E i■i _� lisp! �� C .u.E ■ .Cp C F ■C...■ ■ ■C ■EEI1.,C E Q C.. ■Q CC.QCC ■ CC • ' CQ CEC C QCQQ'C . ► c ■ :� ri e u i :;7 :ECCCQC'C•C . i E . ■CQ ■ ■C C ..■ CCCCQ.■ C EC M C C CQQ= U : C QE EC "CEQuu u• . m ■ ■r C E ■ . .. E ... UE . .. . U . ... ... E ■ E ■ ■. ■ E.• .• .. 0 C ■Q C ECE • ■ ■ Q •Q•C ■r i G C QC "• Ci C� Q Q •■' Q.i■i■■ CQCQ .C Q CE ■ .C■ ■ ■ ■■■ ■E C ■ u • C E EE E C 'E E•' 'Qi Q .. Q 8E: E •u•ui Q E 11" CE '4'GC • E .EEC QEQE EE r ■■ . ..Q■ QriC a■ ■ ■.■ r Q r R ■G■ ■ ■Q •• MI ■■ Q ■ ■ ■ NIA ■ � �� ■gC ■C ■■G ■ CE ■E �i��■■ ■■ ■■ C. ■ r ■ ■■ ■ C■■ ■ ••• u ■► -. QE■ ■ Q■ ■■ ■C ■ QQ ■■■■ ■Q Q ■ C C C ■Q■..■■... ■C . l■gC�C.�EC�.�■. ■CQ C■■■■ ■■EQQ . ueiu C ' E� ■ Q pippins , C ■E .. ■t ail ■m■ ■a: . pC QQ ■ rQE. ■ ■ . MN II , •••• Q E G i � '• C CQ � E E C i ■� Eu rota." ■.E , • .E =C.0 .111111111116111111111154 E ■E Q . QQ 1. ■iEQ■E ... E ■ 1111 r E QE■ Q .. Q C. ■ ■� E ■E .. ■. ■■■ ■. ■ QQ .. . ■.c� -..Q IE C . ■C■ iE■■C ■■ ■��rCEE E■CCp ■ C■ "CE ■ ■C■ C.1i■. : Q Q .. ■■1 r■ "I d i -• -' - ra. an QC CC ■E "• C e• umu eie ■E ECCE 'C Q a El • ■CQ SEE' Q.CE EQCE ••a• CCQEE Q uu a ' Ci E ''QE ■EQ r QC. Ail E .. ■.E ■ ..■ . ■ .. ■ ., C :C.. el C ■ rC EE ' EE' C ■■ IF C ■Q ■.■ ■ CQ ■■ ■ ■¢■a ..E e s ■■QC C r■ ■ •• .C1�R�• _ I. .■ • C r i" Q 'l• " : r ' ■ " imp C C ECG ■■ C. uQ ipp� E ■.. Q Q E. r .r .... e r ■ CE .■ . � l:■C■ ■m■K :, ■■ ■ .E.E ■■■ 4■ .W4. . ...U. a E psis ■ ■ Q PEI r ■Q i �.0 on .0 wu ... uu . : Wag EE .Q■ = iiiii p " ■EE E' E E E Q .Q Q III sill C . CC ' 11111111111111 C :ss: C Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation .. .. • • • .. .. • • • • • • • • • • • • • • 0410 • . • • • • • • • • • • • ... • • • • 000 Florida Building Code Edition 2002 High Velocity Hurricane Zone Upifoinrrit V Forgf. • : • • INSTRUCTIOP PAGE '•' e. O 4141. 4141. 4141 COMPLETE THE NEC�,p?Y;�S�ETIQNS OF THE UNIFORM -Mania -PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 123_01-48 5/03 PAGE 1 Roof System Melrlufa¢tyrpr; • l(i y (05 ) C • • Notice of Accephance gumber: • 0 • - 11 /5 .0 3 Minimum Design Wind Pressures, if Applicable (Front RAS 127 or Calculations): P1: ( 45 P2: qS` l P3: 9s, / Maximum Design Pressure Coco- (From the NOA Specific System): voc- s Method of the attachment: P(At 6 re ... • • • •. • • • • .• •• • • • . .. • • - • Roof Slope: :12 • Ridge ventilation? NI 1/1- • ... Ink Mk IS • • • • • • • Florid Banding Code Edition 2002 FCigh Vel. Hurricane Zone Uniform Permit • y. Heaton Form. ... . . ... . Sept 'sD C 4ep•St[6Qed Roof System) •••• • •• • • • • • • • • .. • Steep Sloped Roof System Description Deck Type: Mean Roof height: ) s/% PNWOOC ype Underlayment: nsulatlon. Fire Barrier: a� Q31)-(-) 1Q/#4 04 astener Type & Spacing: dhesive Type: rk rt r►cen rtc.mr. � g c41) P61 ?" � II- 1Cc ype Cap Sheet. SpQrl S Type & Size Drip dge: 212 ? - Ed 5cItsl arc, bnc nC n415 CI ` 123_01-48 5/03 PAGE 4 oof Covering: 'ki5 1Q, & P6`YskcLfi)JP /JS Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier !v NOA Restoring Moment due to Gravity M, NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F* Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Height 15 20 25 30 40 — Roof � 2:2 34.4 36.5 38.2 39.7 422 3:12 322 34.4 36.0 37A 39.8 4:12 30.4 322 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 27.1 282 30.0 For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M f. If the M valgerate;rioter tl,anametral to the Mr valves, for each area of e 4 then the tile dttatppept 3nt�itpt�is acceptable. s `� a ile Calculations P• Per 127 d 1 "Moment "/ / r - xx = I1 - Mg: ,l 44 =K 11 NOA M11 10' S 1 " � i / (.0(1•.1 _= S6.O�e� 6.- Mg: S�© (Q = ®.c'C� NOA 11i 6(p S DO- 90 _ _mg: � a =11� �.I� NOA M 5 C-61 fbG ire &pi ai ul k Method 2 "Simplified Tile 'Calculation Per Table Below" Required Moment of Resistance (M) From Table Below NOA Mr Florida Building Code • Ion 2 ' 02 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (�L1e l�alcul�li c rrs • • • .•• • • •.. • • ••• • •. • • • • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the vahies for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : z l: = z w: = ) - W: z cos 8: = F NOA F' (P z1: = z w:= ) -W: cos 0: = F NOA F' (P : z 1: = z w: = ) - W: z cds 8: = Fr3: NOA F' 123_01-48 5/03 PAGE 5 • ••• • • • • •• •. •. • • • •. • . • • • • • . • ... • r . • .. • • . .. •. • .. • . • • • - • • • . •• .. • • • : . • • • • • - • • • • • • •• • • • •• • • ••• • .:... ;SOON 1524 • HIGH VELOCITY ItRIC .• . 7ONE%jtEQUItED OWNERS NOTIFICATION FOR ROOFING • . • • . • • . • • . CQYSmERATTONS 1524.1 As it pertains to this • • section s it is the. responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain rope gwner the content of this section.. The provisions of Chapter 15 of the Florida Building.CoJe, f 8gil4ink low the minimum requiremeit and standards of the industry for roofing system installatit ts` •Addittbnatly, ffiE fofBwing :items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Wori®anship: 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 theowaer and the contractor. L Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to . be renailed in accordance with the current provisions of Chapter 16 (Hiigh Velocity 'Hurricane of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside. of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 49 S. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional stuctual engine. 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow of so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if .. overflow scuppers (wall outlets) are not provided. It may be necessary to . install overflow scuppers in accordance with the Florida Building Code, Plumbing. ACP 7. Ventilation:. Most roof structures should have some ability to .vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof MIAMFDADE PRODUCT CONTROL DIVISION' • • •.• • • • ... . •. .. • • • • • • • • • . • • •.. • . • • • • • ... • • • • • • • • • • .• • • • • • • • • • • • • • • • • ▪ • • • • BUILDING CODE COMPIYL4fl E pF cgolpCp) • • NOTICE OF ACCEPTANGL(NOAA • Alma (USA), Inc. , • • , • • 6801 NW 77`" Avenue '.. •.• • • • • • .. Miami, FL 33166 .• • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality 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: Aitusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise 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 tennination 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 consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 1 of 7 Category: Manufactured b Applicant ••• • • • •• • • .• • • • O. • • • ••• • • • • • • ROOFING ASSEAVIA AMO3''AL •' • • • • • • • • .• • 2. PRODUCT DESCRIPTION Dimensions Altusa One Piece 'S' L = 18 '/4" Tile W = 10.5" ''Y2" thick nominal 3.25" high Trim Pieces Length: varies Width: varies varying thickness Clip L =6" D = 0.125" Clip L&h =2" W = 4" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Inc. Redland Technologies 94-083 94 -084 25- 7200 -1 .• • • • .• .• • Sub- Category: • • Roofmg Material: • • Cl • • • • 1. SCOPE • ....... • .. •• .••• This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Millar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment.based system. Test Specifications TAS 112 TAS 112 PA 114 PA 114 Test Identifier Project No. 307025 Test #MDC -78 MTS 520649 CLF -003 -02 -01 7161 -03; Appendix III Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test NamelRenort Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102• (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 Date April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 NOA No.: 02- 1115.03 Ezpiratton Date: 12/16/07 Approval Date: 12 /12/02 Page 2 of 7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) One Piece 'S' Tile 6.9 1.52 0.875 Redland Technologies • • ... • • . Test Agency • Redland Technologies. Redland Technologies, Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS ••• • .. . . • • • • • • •• • • • • 000 • • .. .. • • • • • • • • „Test Identifier • • •• • • • • • ; ; ; • 7163'03 : • 'Appenfthc II' ..better Qatpd3ug• 1, 1,194 . • • • P0631 -01 • PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Revert Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 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 Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7 :12 and greater. 4. INSTALLATION 4.1 Abner 'Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02 -111 5.03 E3ptratlon Date: 12/16/07 Approval Date: 12 /12/02 Page 3 of 7 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19132" plywood) Battens One Piece 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 28.7 28.7 N/A 2 .#8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails Eave Cli 38.1 38.1 41.8 1 Screw with Altusa Clip (See c Ip details) One Piece - S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A One Piece "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw must be installed In the inside nail hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Adhesive 29.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Taqto 3; :Rbstol'irrfg M4nteots due to Gravity - M. (ft-lbf • Tile Profile 3": 12" or Tess . 4": 12" 5": 12" 6": 12" 7": 12" or greater One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 : . • Tabfa 2ne Multi hers - X. ft • .:TUe: : Profile' :. :: . • : • : : (ft • • Batten Application (ft Direct Deck Application One Piece 'S' Tile 0.253 0.274 • • • • .•• • • • • • • • • • • • • • • • • • • • • . • • • • • • ..• • • • • • • • • • • • • • • • ...• • • .• •. • • • • .• • •..• • NOA No.: 02- 1115.03 ]Expiration Date: 12 /16/07 Approval Date: 12/12/02 Page 4 of 7 Table 5 Attcichtitent:ReWstirke Expressed as a Moment - Mr (ft -Ibf) _ _ _ for SIN lc Pat y Adh esive Se t Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile 1. y' `pol Foam PalyPro 66.5" = F olk PolyProN 38.7 4 Large paddy placemeatof- 634rsms of PolyProlm. = 5 . Medium paddy placement of 24grams of PolyProN. Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar Set Systems Tile Profile Tile • • • Iication Attachment - Resistance One Piece 'S' Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or . following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE NOA No.: 02- 1115.03 Expiratlon Date: 12/16/07 Approval Date: 12/12/02 Page 5 of 7 SCREW (HOLDS CLIP ONTO DECIQ •.. • • • ... • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • _ ._• • .•. • • • • • • • • •••• • +. 'SPANISH S• TILE BY ALTUSA • cr., CLIP PLACEMENT DETAL • • • • • • • • • • • • .'. CLYP Omits S (CON'T) • • • • . • • • • • • • • • • • • • • • .• • ; I ' Sy PN • ' ?► • . • • • • . ,,ii SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE i / � 1 a` END OF THIS ACCEPTANCE DECK 1 V4 1 314• 3J4' NOA No.: 02- 1115.03 lEzpiradoa Date: 12/16/07 Approval Date: 12/12/02 Page 7 of 7 150 Lyon Drive Fernley, NV 89408 . • .. • • • • • • • • • ... • • • • • • MIAMFDADE ••• • • ••• • . • • BUILDING CODE COMAJAN OFFICE (BCCO) ' .. • • • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANT : ( RA; : :.: • . • • • • • • • Polyglass USA Inc. • • O • • • • • • • • • • • MIAMI DARE COUNTY, FLORIDA METRO -DADS FLAMER 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. 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 AHI (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 A1U 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 re4uirements of the applicable building code. This product ,js approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, IR/IRX, TU, TU Plus and MU Underlayments 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 tfie 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. ADVERTISEMIIVT: 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. INSPECT TON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0603.08 and consists of pages 1 through 4. The submitted documentation was reviewed by Prank Zuloaga, ARC NOA No 03- 0818.03 Expiration Date: 09/13106 Approval Dateell/20 03 Page 1 of 3 ROOFING COIVfb IP:PRUVAC • • • . •... ••• • •.. • • CateEorv: Roofing ,Sub- Categorv: .. ... Unde;l . Material: . • .: : S$S;, VP.Se1f,Adhering Modified Bitumen PRODUCTS DESCRIPTION: P Polystick P underlayment Polystick IR/1RX underlayment Polystick TU underlayment Polystick TU Plus underlayment Polystick MU underiayment • ••••••• • ...•.••.. •• ••• • • • •• • •• Dimensions Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3'/ 80 mils thick Roll: 32'10" x 3'3 g / 100 mils thick Roll: 65'8" x 3'3_ 80 mils thick Roll: 65'8" x 3'3-'4" 80 mils thick • •• • • • • • • • • •• • • • • • Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Nsajg on A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A fine granulair/sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granulcd surface self adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlaymeat. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a Night strength polyester fabric, bituminous sheet material for use an an underiayment in sloped roof assemblies. Designed as a metal roofing and roof tile und.erlayment. A non-wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No .O Date: A 3�I 6 . Approval Date :11 /20/03 Page 2 of 3 • a ... • • • ... • • '• • • • • • • • .• • • • • • • • • • • • • • • .. • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • EVIDENCE SUBMITED:: • . • • • Test Miner • • • • 'Test I Exterior Research & Design, LLC • Exterior Research & Dssign; f .4 • PRI Asphalt Technologies "' : PRI Asphalt Technologies PRI Asphalt Technologies r 4117456040.1 -1 ftV 0$.01 -1 PRI01111 PUSA-005-02-01 PUSA -018-02-01 Test Name/Renort • Date TAS 103 04/27/01 . ASTM D 1970 08/14/01 ASTM D 4977 04/08/02 ASTM D 4977 01/31/02 ASTM D 2523 07/14/03 NOA No 03. 0818.03 Itzplratton Date: 09/13106 Approval Date:11/20 03 Page 3of5 Deck Type 1: Wood, non - insulated, new construction Base Sheet: • • .Oneeo .x re pjteg of ASTM D 226 Type II or ASTM D 2626. Fastening: . • Nail mgttip ctp$12 "grid, 6" o.c. at laps. (for base sheet only) Membrane: ' .. Pultle.m6ndbranos 'sal€- adhered. Surfadng: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimm of 3-1/21" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nialed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the'center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to lap areas. 7. Plash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. LI IITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P and IR/1RX may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, and quary slate roof assemblies. Polystick P shall not be used as roof tile underlayment 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be applied over an existing roof membrane. 6. Polystick P shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, MU, TU or TU Plus shall not be left exposed as a temporary roof for longer than 90 days after application. 7. 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. KM No 03-0818.03 Expiration Date: 09/13/06 Approval Date:11/20/03 Page 4 of 3 Tile Profile " ' "' " Polystick IR/I R% Polystick MU, TU Plus Polystick TU Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation • In roof tile splto4iTiAll faloo the gaglimOnCresistance of roof tiles shall be as set forth in the roof tile manufactured g Ndtiee. Pdlyitiak TU,1Pfusand MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IRJJRX is llimited to mechanically fastened roof tile applications .Thg naxium roof slops, for use as roof tile underlayment for (direct-to -deck) tile assemblies shall be as *sbribed *law: • • 8. • Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tale directly on the underlayment 9. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHD or the Miami Dade County Product Control Department for approval provided that appropriate doctmoentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami Dade County logo or the following statement " Miami Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. END OF THIS ACCEPTANCE NOA•No 03-0818.03 Expiration Dates 09!13/06 Approval Date:11/20/03 Page 5 of 5 • .. • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• • • • ••• • • • • ... • • ••• • • ••• . • • • • • .. • • • • • • • • • • • • • • • • • • .. • • • .. • • • .. ••• .. • • • • • • • • Inspection Number: INSP -2902 Inspection Date: 12/15/2005 Inspector: Grande, Claudio Owner: PUIG, ALEX Job Address: 1263 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ISTUETA ROOFING CORP Building Department Comments Wednesday, December 14, 2005 Inspection Worksheet Miami Shores Village 10050 N. E. 2 Avenue Miami Shores, FL Phone: 795 -2204 Fax: (305)756 -8972 Block: Perrrit Number: BP2005 -1436 Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number 305 -807 -1883 Parcel Number 1132050270270 Lot: Phone: 305/266 -1011 Page 2 of 2 9) / lnspector Passed Comments 7 W/ le/e'e-;-e //).et..e 6 C3) Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -2902 Inspection Date: 12/15/2005 Inspector: Grande, Claudio Owner: PUIG, ALEX Job Address: 1263 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ISTUETA ROOFING CORP Building Department Comments Wednesday, December 14, 2005 Inspection Worksheet Miami Shores Village 10050 N. E. 2 Avenue Miami Shores, FL Phone: 795 -2204 Fax: (305)756 -8972 Block: Perrrit Number: BP2005 -1436 Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number 305 -807 -1883 Parcel Number 1132050270270 Lot: Phone: 305/266 -1011 Page 2 of 2 Type Insp'n I(��' Permit No. t 14 ll r.b Name Address ■ Z , MIAMI 51 RE C VI 9t BUILDING DEPIRTMENT ' "' 305 - 795 ` ,VJT Building Inspection Request Date Inspection Date Approved Correction Re- Insp'n Fee Company 2rl V Fly 1 ki::1 8 6 Phone # 1151 mcr