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RF-12-2107Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181304 Permit Number: RF -11 -12 -2107 Scheduled Inspection Date: December 18, 2012 Inspector: Bruhn, Norman Owner: WILSON, WARREN Job Address: 9942 NE 4 Avenue Road Miami Shores, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060171220 Phone: (305)953 -3333 Building Department Comments REPAIR LEAK AT END OF VALLEY ON TILE ROOF WEST SIDE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 17, 2012 For Inspections please call: (305)762 -4949 Page 10 of 30 B DING PE FBC 20 Permit Type: BUILDING 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 T APPLICATION ermit No. Master Permit No. (Z J 1 2 — 2.1 cF- Owner's Name (Fee Simple Titleholder) Warren R . Wilson Phone # (305 ) 7 5 8 -1 0 5 0 Owner's Address 9942 N. E. 4th Ave Rr1. City Miami Shores State .Fi Zi) 311 38 Tenant/Lessee Name Phone # Ransil Job Address (where the work is being done) 9942 N . E . 4th Ave Rd . City Miami Shores Village County Miami -Dade FOLIO / PARcEL # 1 1- 3206- 017 -1220 Is Blitisting Historically Designated YES Zip 33138 NO x Flood Zone Contractoes' Company Name4ua1ity Roofinq Contractor Phone # (305) .953 -3333 Contractor's Address 13800 N . W . 1st Avenue City Miami State Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 H 7 7 Contact Phone ( 305) 953 -3333 Fl Zip 331 68 Phone# ( 786) 367 -2029 Certificate of Competency No. 000017889 E -mail qualityroofing88Pyahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 900.00 Square / Linear Foo ge Of Work: 1 / 2 s . Type of Work: []Addition DAlteration DNew " [R Repair/Replace ❑ Demolition Describe Work: Repair leak at end of valley on tile roof west sirde. *.r***:r********* **err *******,r**** *,r******F **r **** * ** * *** * ********** ***** ** ,r*** **z * *** / ©o© Submittal Fee $0 Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: /,, Structural Review. $ Total Fee Now Due $ (o_ ( ` Permit Fee $ CCF $ Training/Education Fee $ C• /CC $ Teti' ology Fee $ Bond $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I commenced prior to the issuance of a certify that no work or ins permit and that all work will be .performed to meet the standards of all laws regulating has construction in this jurisdiction. I understand that a separate permit must be secured for guGNS, WELLS, POOLS, FURNACES, BO]LERS, HEATERS, TANKS and AIR CONDITIONERS, CAL WORK, PLUMBING, SIGNS, 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 FAILS T COMMENCEMENT MAY RESULT IN Y,. • ; .. IMPROVEMENTS TO YOUR PROPERTY. 1 Yo FINANCING, CONSULT WITH YOUR LENDER OR RECORDING YOUR NOTICE OF COMMENCEMENT." RECO A NOTICE OF PAYING TWICE FOR U INTEND TO OBTAIN AN ATTORNEY BEFORE Notice to Applicant: As a condition to the issuance of a building permit with an estimated value occeeding promise b good faith that a copy of the notice of commencement and construction lien law brochure will be2deliveered to the e must whose property is subject to attachment. Also, a certified copy of the recorded notice of comment person for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted tno�i the site inspection will not be approved and a reinspection fee will be charged Signature)/ a.)f- Owner or Agent The foregoing instrument was acknowledged before me this %D day of /JD J . 20.1./_, by 00A no. 4- . 1,5 e a who is persoki3own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: —7/2/ A "" Marylou Hernandez 4. . Commission #DD930046 Expires: OCT 10, 2013 BONDED THRU ATLANTIC BONDLNG CO., INC. Contractor The foregoing instrument was acknowledged before me this& day of t s: . 20)a ,by who is personally l_s_st wn to me or who has produced as identification and ho did take an ao th. NOTARY PUBLIC: Sign:' Print ' � `� F FLORIDA My Commission Expires r' Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLANTIC Bi . DLNG CO., INC. ******** **e* *** *** ** * ***** * * ***** ****** *etc** **** **,k**7 . Yab****** *kaSr*** **&*a@****3e**** *** *****,l *** *aPaO****3rdc*afrksk*** APPROVED BY Plans Examiner Engineer (Revised 07 /10 /07XRevised 06/10/2009) Zoning Clerk checked /477i 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. Ttje owner'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. CO Renailing wood decks: When replacing roofing, the existing wob renailed in accordance with the current provisions of Section R4403. (The roof d k is all •n ' -i',: • •nor to r moving the existing roof system). 3. Common roofs: Common roofs are those which have no visibl: • e i Ir� boring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs owner should notify the occupants of adjacent units of roofing to be perform 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of roof d ng can be 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 a• •earance. 5. 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 on • inal 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 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 a • rdance with•the requirements of Sections R4402, R4403 and R4413. 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 zi,iie.„„ Contractor Signature Date Owner /Agent's Signature Date Revised on 7/9/2009 LD ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Quality Roofing Contractor, Inc. Contractor's Name Job Address 9942 N . E . 4th Ave Rd. ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ❑ Reroofing Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive Bt`)R -RAS 150 ROOF TYPE ❑ Recovering ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes IN Repair ❑ Maintenance ROOF SYSTEM INFORMATION 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 and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and ration of parapets. 15.34 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.36 Florida Building Code Edition 2010 High -Veloc ty Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) *Existing Tile Roof* Roof System Manufacturer: Clay Forever Notice of Acceptance Number: 11-0707.03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: N/A P2: N/A P3: N/A Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: wood Type Underlayment Ridge Ventilation? N/A Insulation: 301b. N/A Fire Barrier: Mean Roof Height: 17' N/A Fastener Type & Spacing: Adhesive Type: 1 1/4" R/S nails Type 1V asphalt Type Cap Sheet: 901b. Roof Covering: Spanish S Clay Tile Type & Size Drip Edge: 3 X 3 26ga. galv. 2010 FLORIDA BUILDING CODE — BUILDING BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever 6801 NW 77 Avenue, Suite 301 Miami, FL 33166 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.eov/buildin / SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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. BNC 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: Altusa "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 NOA consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This new roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de C.U. in Pimienta, Honduras and distributed by Clay Forever LLC as 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 Altusa "S" Clay Length: 18 -3/4" Roof Tile Width: 10 -3/4" • varying thickness Trim Pieces Length: varies Width: varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency American Test Lab of South Florida American Test Lab of South Florida 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 Product Description High profile, one - piece, `S' shaped single roll ASTM C 1167 clay tile with a nominal 2 -' /Z inch headlap. For adhesive set applications. Accessory trim, clay roof pieces for use at TAS 112 hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier RT0426.01 -11 RT0706.01 -11 2397 -116 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 Test Name/Report ASTM C 1167 Static Uplift Testing TAS 101 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) Date 05/07/11 07/11/11 06/28/07 April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 2 of 9 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. 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 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 October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 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. 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 underlayments shall be in compliance with the applicable Roofmg 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 the applicable Building Code. 3.7 May be installed on slopes 7:12 and greater. NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 3 of 9 4. INSTALLATION 4.1 Altusa "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Altusa "8" Clay Roof Tile 6.5 1.56 0.9 .Table 3: Restoring Moments due to Gravity - Mg (ft-lbf Table 2: Aerodynamic Multipliers - X (ft3) 3 ": 12" or�less Tile 5 ": 12" A, (ft3) 7": 12" greater Battens A. (ft3) Profile Battens Batten Application Direct Deck Application Altusa "8" Clay Roof Tile Battens 0.253 0.28 .Table 3: Restoring Moments due to Gravity - Mg (ft-lbf Tile Profile 3 ": 12" or�less 4 ": 12" 5 ": 12" .6 ": 12" 7": 12" greater Battens or Direct Deck Altusa "8" Clay Roof Tile 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 NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Altusa "S" Clay Roof 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 18.1 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 clip details) Altusa "S" Clay Roof Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Clay Roof 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 Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa "S" Clay Roof Tile Adhesive 29.33 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. NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 5 of 9 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa "S" Clay Roof Tile Polyfoam PolyProTM 66.54 Polyfoam PolyProTM 38.75 Polyfoam PolyProTM 52.055 4 Large paddy placement of 63grams of PolyPro TM. 5 Medium paddy placement of 24qrams of PolyProTM. 6 Large paddy placement of 54grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Altusa "S" Clay Roof Tile Mortar Set' 24.50 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". ALTUSA MADE IN HONDURAS . LABEL FOR ALTUSA "S" CLAY ROOF TILE. (LOCATED ON THE UNDERSIDE OF 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.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10 /13/11 Page 6 of 9 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 7 of 9 TILE BY ALTUSA. (TYP.) CLIP DETAILS 2 -112" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK CUP WITH ONE (1) SCREW ATTACHED TO DECK CUP PLACEMENT DETAIL CUP NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 8 of 9 SCREW (HOLDS CLIP ONTO DECK) CLIP DETAILS (CON'T) TILE BY ALTUSA 2112" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CLIP PLACEMENT DETAIL DECK 1 1/4" 1 3/4" 3/4" END OF THIS ACCEPTANCE NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 9 of 9