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RF-09-627Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 \a\ Inspection Number: INSP - 111758 Permit Number: RF -4 -09 -627 Scheduled Inspection Date: January 26, 2011 Inspector: Bruhn, Norman Owner: COOK, MARIANNE Job Address: 360 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARIS ROOFING SERVICES INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360130020 Phone: (305)303 -9607 Building Department Comments NEW TILE ROOF FOR ADDITION Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 25, 2011 For Inspections please call: (305)762 -4949 Page 1 of 18 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 - 485 -9011 a 1 roofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor ARTS ROOFING Job Address Owner's Name Type of Tile 360 NE 105 ST Permit # RC-6-08-1024 MARIANNE COOK DOUBLE ROLL Approximate Roof Height 12 feet Roof Pitch Approximate Square Footage of Roof 4 ft 2 Date Tested 1/20/2011 Number of Tests 21 Testing Equipment: F.G.E. 100 Date Installed 3/12 Type of access to Roof OK Required Testing Force 351bs Contact Name CHELE LOCATION Corner Perimeter I # OF TEST 5 Tests Field Ridge Total 6 Tests 7 Tests Phone #1786) 499-0422 PASS Il Pass 3 Tests 21 Tests Pass • Pass • Pass # OF TEST O Tests O Tests O Tests FAIL O Fail E Fail ❑ Fail O Tests L ] Pass O Tests Fail Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordi �' EMBERTO CONTRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, FI 33155 — Telephone (786)326 -9877 " Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a1 roofinspection@g ma il.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor ARTS ROOFING Job Address Owner's Name Type of Tile 360 NE 105 ST Permit # RC -6 -08 -1024 MARIANNE COOK DOUBLE ROLL Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Required Testing Force 351bs Approximate Square Footage of Roof 4 ft2 Date Tested 1/20/2011 Number of Tests 21 Testing Equipment: F.G.E. 100 Contact Name CHELE Phone #286) 499 -0422 SKETCH OF ROOF Revised by 2mt/ 7066 SW 44th Street Miami, Fl 33155 — Telephone (786) 326 -9877 — Fax (305) 485 -9011 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) ;2 Fax: (i(15..);,Z .8972 fht BUILDING PERMIT APPLICATION FBCOM Permit Type (circle): Building AP R Permit No. Cif0 ` -611 1 Nliaster Permit No. t1 7 - l Oz y Owner's Name (Fee Simple Titleholder) M Y t i- r i A- t JfJ 1 O k. Phone # 50,C 1S-1 S 0 U Owner's AAddress '312 0 i OS r`�' IT 2 City Uv i'4' ' )fit D ,.5 State 4" l Zip �✓ J \ S Tenant/Lessee Name Phone # Job Address (where the work is being done) ?j (° tN G \4-C r- City Miami Shores Village // County Miami -Dade Zip yy r-� FOLIO / PARCEL # l I _ Z./ 3 b - 0 i 3 - 6 CZ G �Sk..c', r P& I 0 __ `7 / '5k 1 i)- Zo-fs Z©-f 3 ti Is Building Historically Designated YES NO ')( Contractor's Company Name Phone #205-311-5—,e e Contractor's Address /)/ / .SA--) / 0 7 ,4 t) zr 0 City //I I AR n - J" State F/ Zip 3..> /% Qualifier Name rs V �C /5 / /_Es / ?4 %')o Phone # '`3 - % -2 State Certificate or Registration No. 0 7C)107 %Q Certificate of Competency No. V/ a S o f 2 -7 Architect/Engineer's Name (if applicable) Phone # Ica d Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: Ilkiddition ['Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: irf i) ii2o6 f t3 Af✓ ..1) ( 10 ,e) --<5;4-A f --T, s' s gxts :-U65- * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************** * * ** * * * * ** * * * * * **** * *:* * * * * * * ** AO CR - Submittal Fee $ Permit Fee $ 0)SQ 00 CCF $ - Vo nn G9 -- Training/Education Fee $ CGO Technology Fee $ ' Notary $ Scanning $9.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ (9j 3 -K) 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 ins allation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued lwab.reice of such posted notice, the inspection ,Wil not be approved and a reinspection fee will be charged. 401, Signatur Signature Owner or Agent The foregoing instrument was acknowledged before me this ' r`.� day of APtd ( , 2009 , by "c c ✓ ste Cc;, t who is personally known to me or who has produced L p C ��.: 5-P As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 4 My Commission Expires:12l_k 10 APPLICATION APPROVED BY: (Revised 07/10/07) 61,01A V\ OVA 1011 D4- LEANNA L EVANS MYCOMMISSION # DD509375 EXPIRES: Jan. 22, 2010 Service cam Contractor The foregoing instrument was acknowledged before me this /4 day of ,'pr ( ,20c ,by r,'"i 3 ,ej who is personally known to me or who has produced Li C ' ✓ ? as identification and who did take an oath. NOTARY PUBLIC: Sign: D ANNA L EVANS MY DDs09375 �� (.r r5; Jan. 22, X10 PI Int: lh `VIfL 4071 72 D 9 Sl ,u,y 5lxaics.ccn0 My Commission Expires :z..4 l6 Plans Examiner Engineer Zoning Section ?1 "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section A (General Information) Process No: ARIS ROOFING SERVICES, INC. ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam D Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: `i RECEIVED APB 1 7 2009 Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Roof Type New Roof ❑ Re- Roofing ❑`Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Low slope roof area (ft.2) 'Roof System Information Steep Sloped area (ft.2) Section B (Roof Plan) Total (ft.2) l Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include rdimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ;;Perimeter Width (a'): Comer Size (a' x a'): Miami Shores Village SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS .13 JA,°i'lj:thi trt 0',Ai:J'1414;0;: rz5itAig.. 3 2,71.1:1$1 t.:75:71 4. Tile Roor System "Delivering Eve Hence Every Day" Roof System Manufacturer: Miami-Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System Entegra Sales Inc. Notice of Acceptance Number (NOA): 07-1023.07 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 45.1 P 2: 78.6 P 3: 116.2 Maximum Design Wind Pressures, (From the NOA Specific system): 86.61 psf F;7: i>s thc Foci, 0 t applicabie hia) in the ter! box. Roof Slope: 10 Roof Mean Height "/12" CIO Method of Tile Attachment: ft rge PaddyPolyfoam Polypro • — Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: 1-3" face 26 ga.-- 1 1/4" R.S. NAILS & BULL Hook Strip/Cleat gauge or weight: [—n/a- Deck Type: r-------1-5/8" Plywood— Optional Insulation: n/a Optional Nailable Substrate: 30# ASTM Felt Optional Nailable Substrate Attachment IN/A Basesheet Type: 30# ASTM Felt Fastener Type for Basesheet Attachment 1 1/4 R.S NAILS Tile Underlayment (Cap Sheet) Type: 90# astm Tile Underlayment Attachment Method: HOT MOPPED Tile Profile: Section E "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity .Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: DOI 78.6 116.2 x xX x� 0.289 0.289 0.289 13.03 33.58 - Mg: - Mg: - Mg: 5.97 5.97 5.97 = Mr1: = Mr2: = Mr3: 7.06 16.75 27.61 g 86.61 NOA Mf 5!8661 NOA Mf < 86.61 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F. values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: xl: xl: x I: Description Design Pressure Mean Roof Height Roof Slope x w: X w: x AN - W: - W: - W: x cos 0: FT= Fr1: x cos 0: =Fr2: x cos e: = Fr3: Where to Obtain Information to complete tile calculations Symbol P1 or P2 or P3 H Aerodynamic Multiplier Restoring Moment due to Gravity fl e Mg NOAP NOAP 5 NOA P Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Attachment Resistance Required Moment Resistance Minimum Attachment Resistance - Required Uplift Resistance a Fr I W Mf Mr F' Average Tile Weight Tile Dimensions I = length w = width Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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: Vanguard Roll Concrete 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 7. The submitted documentation was reviewed by Alex Tigers. NOA No.: 07- 1023.07 Expiration Date: 12 /16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. 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 Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16- 1/2`' TAS 112 Low profile, interlocking, high pressure Vanguard Roll Tile w = 13" extruded concrete roof tile equipped with one ' /z" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Test Name/Report Date 7161 -03 Static Uplift Testing Appendix ]Il PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix 11 PA 108 (Nail -On) 1'0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94 -084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation. Calculations Evaluation' Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing • PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a 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. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete 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 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile ;Weight -W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerod namic Multi • liers - A, ft 3 Tile ;:, Profile X(ft ) Batten A • • lication )(ft 3) Direct Deck A. • Ilcation Monier Lifetile Vanguard Roll Tile " 0.266 0.289 Table 3: Restorin. Moments due to Gravi - M ft-lb Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 . 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 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 Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.12 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBonci;Average Polyfoam Product, Inc. Average weight weight per patty 11.4 grams. per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment for Sh gle Patty Adhesive Set Systems ": ` Tile Application ° h - Mf (ft -Ibf) Minimum Attachment Resistance Tile Profile Monier Lifetile Vanguard Roll Tile . T Polyfoam PolyProTM 86.61' Polyfoam PolyProlm 45.54 3 Large paddy placement of 54grams of PolyPr&". 4 Medium paddy placement of 24grams of PolyProTM. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Set° 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING 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 ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) 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- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 Owner's Notification Form "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the er and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should 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 Chapter 16 (High Velocity Hurricane Zones) of the Florida uilding Code. (The roof deck is usually concealed prior to removing the existing roof system). TM! 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring t� g units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or caner 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, roofmg nail enetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the ptio of maintaining this appearance. 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original elks ofmg system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off 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 ith he Florida Building Code, Plumbing. 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. Owner's /Agent's Signature: Contractor's Signature: Property Address: • 360 I4E 105 Street, Miami Shores Date: 04 Permit Number: file: / / /C!/ Documents %20and %20Settings /sky /Desktop /SECT!ON_1524[ 1 ].htm9/27/2007 5:46:06 AM MN 2009