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RF-11-1917Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165595 Scheduled Inspection Date: November 16, 2011 Inspector: Bruhn, Norman Owner: ZEMANEK, LARRY Job Address: 34 NW 99 Street Miami Shores, FL Permit Number: RF -10 -11 -1917 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1131010330040 Phone: (305)953 -3333 Building Department Comments REPAIR LEAK FRONT EAST SIDE OF FRONT PORCH TILE ROOF Passed4c70e,..,(2t Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 15, 2011 For Inspections please call: (305)762 -4949 Page 18 of 43 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 BUILDING PERMIT APPLICATION FBC 20 RECEIVED OCT 1$2011 Permit No. r f 0 -i \ Master Permit No. Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Larry Zemanek Phone # (305 ) 7 2 0 - 7 6 0 3 Owner's Address 34 N.W. 99 Street City Miami Shores State Fl Zip 33150 Tenant/Lessee Name Email Phone # Job Address (where the work is being done) 34 N . W . 99 Street City Miami Shores Village County Miami -Dade Zip 33150 FOLIO /PARCEL# 1 1- 3101- 033 -0040 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name Quality Roofing Contractor Contractor's Address 13800 N. W. 1st Avenue City Miami Qualifier Name Carlos Arocho Phone# ( 305) 953 -3333 State F 1 Zip 33168 Phone# (786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 000017889 Contact Phone (305) 953-3333 E -mail qualityroofing88 @yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1,800.00 Square / Linear Footage Of Work: 1 / 2s q . Type of Work: ['Addition 0Alteration ['New © Repair/Replace 0 Demolition Describe Work: Repair leak front east side of porch tile roof . e ** err ** * * * * * **** * * ** * * * * * * * * ** * * * * ** * ** Fees * * *** * * ** * * * * ** * *** * * ** * * * * * * * * * * * *** * **** O � Submittal Fee $ 5 0 .\' Permit Fee $ ro (, CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: �� • ^ _ Structural Review. $ Total Fee Now Due $ `�]/ta,J See Reverse side -* 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, P LUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be •pr .ved and a reinspection fee will be charged. Signatur ,t - - Signature Owner Contractor The foregoing instrument was acknowledged before me this )02 The foregoing instrument was acknowledged before me this ) day of 0 ,20 %l ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY P IC -STATE OF FLORIDA arylou Hernandez Commission # DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. day of 0 , 20%( , by 0j AVD at-0 , who is personall own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: • FLORID • '' ary ou i andez My Commission Expire! krip, i Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. NOTARY PUBLIC -STATE 0 **3r9e91k*ot*ir it9e9e*ok***9e*aY*ok** k****** *nk***** **9r*AY******** *****ekeYotnt9r*****et**de iY+kot9r* ir9i *Ak*3t******* ************** APPROVED BY /70:0201( Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked r• OCT 1-07-IFY143. 18 2011 U v ,.uYl 41, .; ., WISULA C'. APPROVED BY DATE ZONING DEPT ■--- DG DEPT .t/ /6; JULIE-ICI TO COMPLIANCE WITH ALL FEDERAL f ATE AND COUNTY RULES AND REGULATIONS SECTION R4402.13 ELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 2.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner th0thesequired 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. The owner's initial in the designated space indicates that the item has been explained. 1. c2- 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 renailed in accordance with the current provisions of Section R4403. (The roof decI is sgally concealed prior to removing the existing roof system). 3. U2i Common roofs: Common roofs are those which haven units (i.e., townhouses, condominiums, etc.) In buildings with comma owner should notify the occupants of adjacent units of roofing to be 4. �2 Exposed Ceiling: Exposed, open beam ceilings are be viewed from below. The owner may wish to maintain the archit penetration of the underside of the decking may not be acceptable. appearance. 5. �s 2 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life 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. between neighboring tractor and /or Of th hoof decking can ar; thereo}e, roofing nail witles tide option of maintaining the 6. / _; Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. L7- Ventilation: Most roof structures should have some ability to vent natural airflow through the interior 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 rl Own Agenf • ` ure Date Contractor Signature Date Revised on 7/9/2009 LD ,a`A1( ci ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information} Master Permit No. Process No. Contractor's Name Quality Roofing Contractor, Inc. Job Address 34 N.W. 99 Street ❑ Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering Low Slope Roof Area (SF) N/A ROOF SYSTEM INFORMATION ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes 2C Repair ❑ Maintenance Steep Sloped Roof Area (SF) 1 /2sq. Total (SF) 1 /2sq. Section R (Roof Plan} Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. (ri N ,f/ce FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Sprtinn D (Stepp SInped Roof System) *Existing Tile Roof* Roof System Manufacturer: Santa Fe Tile Corp. Notice of Acceptance Number: 10- 1005.15 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations: 1: N/A P2: N/A P3: N/A Maximum Design Pressure (From the Product AN/A pproval Specific System): Stepp SInp ri Rnnf System fpsrtriptinrt Deck Type: wood 1 X 6 Type Underlayment: 30 lb . Roof Slope: 3 : 12 Insulation: N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type & Spacing: N/A N7A Adhesive Type: N/A Type Cap Sheet: 9 01b . Mean Roof Height: 1 3 Roof Covering: Spanish S Clay Tile Type & Size Drip Edge: 3 X 3 26ga. galv. FLORIDA BUILDING CODE — BUILDING MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95th Street Medley, FL 33178 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/Imildine/ 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 Section 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 Section (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 Section 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: Santafe Spanish `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 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# 07-0626.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category:, Material: Deck Type: Roofing Roofing Tiles Clay Wood 1. SCOPE This approves a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured by Santafe Tile Corporation in Bogota, Colombia 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 Test Applicant Dimensions Specifications Product Description Santa% `S' Clay L = 18" TAS 112 One piece high profile clay roof tile equipped Roof Tile W =11.1" with two nail holes. For nail -on, mortar set and adhesive set applications. Trim Pieces TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Test Identifier Test Name/Report 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III TAS 101 TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Date Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 NOA No.: 10-1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 2 of 5 Test Agency Test Identifier Test Name/Renort Date Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails Redland Technologies P 0647 -01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC- 003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 33 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 Santafe '5' 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 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe `S' 6.7 1.5 0.958 NOA No.: 10- 1005.15 Expiration Date: 02 /01/16 Approval Date: 01/06/11 Page 3 of 5 Table 3: Restoring Moments due to Gravity - Mo (ft-Ibf) Tile Profile Table 2: Aerodynamic Multiplyers- A.(ft3) 3 ":12" Tile 5 ":12" A. (ft) A. (ft3) Battens Profile Battens Batten Application Direct Deck Santafe 'S' Battens Direct Deck 0.274 0.297 Table 3: Restoring Moments due to Gravity - Mo (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 " :12" 5 ":12" 6 ":12" 7 " :12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.16•2 N/A Two #8 Screws 38.28' N/A One #8 Screw w/ Clip 57.31" N/A Two #8 Screws w/ Clip 57.60' 61.77' 1. Approved screws as noted 'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Tile Bond 38.93 Polyfoam Polypro AH 160T'" 28.54 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH I6OTM 63.8" Polyfoam Polypro AH I6OTM 61.9" 5 Paddy placement of 63 grams of Polypro AH 160w. 6 Paddy placement of 24 grams of Polypro AH 160TM. . • APPROVED NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 4 of 5 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 . • APPROVED NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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. 18" PROFILE DRAWING When using one screw use this hole. 11.1" "SANTAFJ S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01 /06 /11 Page 5 of 5