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RF-12-964
a I , 12 Mani - lw BUILDING PERMIT APPLICATION FBC 20 L (C Permit Type: BUILDING CROOFIN Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Master Permit No. Owner's Name (Fee Simple Titleholder) Car la L. Peters Phone# (305) 607 -0958 Owner'sAddress 63 N.E. 91 Street CityMiami Shores State F1 Zip 33138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 6 3 N. E. 91 Street City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 1- 3206 -01 3 -0120 Is Building Historically Designated YES NO X Zip 331 38 Flood Zone Contractor's' Company NameQua 1 i ty Roofing Contractor Phone # (305)953 -3333 Contractor's Address 13800 N.W. .1st Avenue City Miami State F1 Zip 331 68 Qualifier Name Carlos Arocho Phone# ( 786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 27 Certificate of Competency No. 0 0 0 017 88 9 Contact Phone (305) 953 -3333 E -mail qualityroofing880yahoo_com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ $1,800.00 Square / Linear 1♦ dotage Of Work: 1 / 2 sq . Type of Work: ❑Addition ❑Alteration :New © Repair/Replace ❑ Demolition Describe Work: Will repair leak on front valley of tile roof . Replace rotted wood at flashing. * * * * * * * * * * * * * * * * * * * * ** ** * * **** * *** * *-x *Fees **** * * * * **** ** * *** *** * * * * * ***** **** **** *,rye Submittal Fee $ 50,00 Permit Fee $ /'L Ca CCF $ CO /CC $ F41ID Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: (') Structural Review. $ Total Fee Now Due $ (-193 C.L. 3 See Reverse side --> Bonding C: S aame (if applicable) Boh�dng Ce�mpai�y 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 A}FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT," Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a #proved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this P7 day of , 201 by '%.L,s' ! a. , who is persoknown to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC• yT; OF FLORIDA My Commission Expires & :Commission OM :03004 Expires: OCT, 10, 2013 BONDED THRL' ATLASTIC Bf nat§ @ ®:� Contractor The foregoing instrument was acknowledged before me this 1"7 day of , 20111_, by 02,1 40 , who is persona lv kjaown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: nNI '00 ON:MOE OUP/ITV ASTTTT. CfACTKOH My Commission Expire ;OZ `0I 'Z00 :saaidxS zapuPu.I , T , VQRHQZI JCL:. S 71 UWIOti ***** k, Y*roH4r* *aF, F, Y, Y#* ** *aYkoF9c,43t,h*,Y3r *3r3:,Y** k,Yae9:,Fk,Y,k**3c,Y** Yak, Y9t, Y*, t**, Y**Fr9r9roY*9edN*9FsY, YB:**** dr, F, Y, Yk de, Y*4r*9c*,YdfaY,k,k****,k,Ydc*** $00£6aa# aotssrcuuroJ APPROVED BY L " l -4 Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10/07XRevised 06 /10/2009) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida = uilding Code High Velocity Hurricane Zone Uniform Section A (General I Master Permit No Process No. `,I1HJf CT TO COMI'LIANut_ VVI I Pi ALL r-LUt._rv\L Contractor's Name Quality Roofing contra • tO ,,,, .g,?IN IY Hill FS AND HI CI n Job Address 63 N.E. 91 Street ROOF CATEGORY Miami Shores Village RF --12- 9(o`-i' APPROVED BY DATE ❑ Low Slope ❑ Mechanicaily Fastened "rite ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering )CSC Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope -goof Area (SF) N/A Steep Sloped Roof Area (SF) 1 / 2 sq Total (SF) 1 / 2 sq . Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers an • .. drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zo " parapets. 15.34 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Existing Roof Roof System Manufacturer: Clay Forever, LLC Notice of Acceptance Number: 07 -091 9.05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations) 1: N/A P2: N/A P3: N/A 15.36 Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: wood 1 X 6 Type Underlayment: Ridge Ne/ytiation? Insulation: 301b. N/A Fire Barrier: Mean Roof Height: 1' 3 N/A Fastener Type & Spacing: Adhesive Type: 1 1/4" R/S nails Type 111 mopping asphalt Type Cap Sheet: 901b. Roof Covering: Spanish S Clay Type & Size Drip Edge: 3 X 3 26ga. galv. 2010 FLORIDA BUILDING CODE — BUILDING MIA MtDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77th Avenue Miami, FL 33166 MIANII-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 (o3 is ct i31 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof The LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06-0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20107 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE Roofing Roofing Tiles Clay This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela 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. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Altusa One Piece `S' L = 181 /a" Tile W = 10.5" 1/2" thick nominal 3.25" high Trim Pieces Length: varies TAS 112 Width: varies varying thickness Clip L = 6" TAS 114 D = 0.125" Clip L &h =2" TAS 114 W =Y2" 0.05" thick Test Specifications Product Description TAS 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications withiminimal headlap of 2-%2" 2.1 SUBMITTED EVIDENCE: Test Agency IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Test Identifier 2397 -116 94 -083 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 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 Name/Report Date 06/28/07 April 1994 May 1994 Feb. 1995 Oct. 1994 ASTM C 1167 Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (Quick -Drive Screws, Battens) Wind Driven Rain TAS 100 TAS 102(A) May 2000 NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency, PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier CLF-003 -02-01 7161 -03; Appendix III 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Renort TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 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 October 2001 Dec. 1991 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 '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.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3of'7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight- W.(Ibf) Length -I (ft) Width -w (ft) Altusa 'S' Tile 6.9 1.52 0.875 Direct Deck Battens Table 3: Restoring Moments due to Gravity - Mk, (ft-Ibf Tile Profile Table 2: Aerodynamic Multipliers - I (ft3) 4 ": 12" Tile Profile 6": 12" ). (ft3) Batten Application 0.253 A (ft3) Direct Deck Application 0.274 Altusa 'S' Tile Direct Deck Battens Table 3: Restoring Moments due to Gravity - Mk, (ft-Ibf Tile Profile 3 ": 12" or less 4 ": 12" 5": 12" 6": 12" 7 ": 12" or greater Altusa '5' 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 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Musa '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 Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See c ip details) Altusa "S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Aftusa "8" 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 thetile. NOA No.: 074919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Altusa 'S' Tile i Adhesive 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. Minimum Attachment Resistance 29.3' Table 7: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Single Patty Adhesive Set Systems e Tile Application Til Profile Altusa 'S' Tile Polyfoam PolyProTM Polyfoam PolyProTM 4 Large paddy placement of 63 grams of PofyProTM. 5 Medium paddy placement of 24 grams of PolyProw. Minimum Attachment Resistance 66.5" 38.74 Table 8: Attachment Resistance Expressed as a Moment - Rif (ft Ibf) for Mortar Set Systems Tile Profile Altusa 'S' Tile Tile Application Mortar Set' 5. LABELING Attachment Resistance 24.50 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 ". 1I► SIC �I► ALTISA MADE IN VENEZUELA SIC SIC SIC IDENTIFICATION MARK FOR ALTUSA'S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 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. NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 5 of 7 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE °SPANISH S° TILE BY AL (TYP.) CLIP DETAILS 2-112" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK' CLIP WITH ONE (1) SCREW ATTACHED TO DECK CUP NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 SCREW (HOLDS CLIP ONTO DECK) ''SPANISH S° TILE BY ALTUSA -1 M CLIP DETAILS (CON'T) 21/2° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CLIP PLACEMENT DETAIL DECK 1 114° 1 314' 314° / / / / END OF THIS ACCEPTANCE NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12120/07 Page7of7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. Thepwner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the Agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removin( 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 to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can b`"viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain well and may se water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the fife expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not erloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if verfiow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordan withithe requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in or of the structure 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. - )7 - /x. O /Agen s Signature Date Revised on 7/9/2009 LD Contractor Signature Date -a7 —I;