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RF-08-2060Inspection Number: INSP- 100775 Permit Number: RF -11 -08 -2060 Scheduled Inspection Date: March 14, 2011 Inspector: Bruhn, Norman Owner: JACQUELINE JAMES, LESCOTT 1 VTT C /�AAI1uQC Job Address: 286 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LATITE ROOFING & SHEET METAL COMPANY Building Department Comments RE ROOF TILE COLOR THRU PERMIT ON HOLD DUE TO WORK WORK WITHOUT PERMITS INSIDE OF THE HOUSE. DON'T PLACE ANY INSPECTIONS UNTIL PROBLEM IS CLARIFIED. Passed , ,�1�,iK Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 11, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments dc- For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060134310 Phone: 954- 772 -3446 Page 1 of 42 Test Number Test Location Field Uplift Pull Test Test Result 1 - 14 Comer See Attached Diagram > 35 pounds Passed 15 — 31 Perimeter See Attached Diagram > 35 pounds Passed 32 — 40 Field See Attached Diagram > 35 pounds Passed 41— 43 Hip/Ridge See Attached Diagram > 35 pounds Passed Dear Sirs: CORPORATE OFFICE 250 S.W. 13th Avenue Pompano Beach, FL 33069 February 2, 2011 Order # 11 -298 Latite Roofing & Sheet Metal Company 2280 W. Copans Road Pompano Beach, Florida 33069 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof/James -J 51- 763 -08 Permit # RF 11 -08 -2060 286 NE 99 Street Miami Shores, Florida ENGINEERING & TESTING www. federalengineeringandtesting .com Phone: (954) 784 -2941 1(800) 848 -1919 Fax: (954) 784 -7875 In accordance with your authorization, Federal Engineering & Testing has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on February 2, 2011 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S- Shaped Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 43 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: Keith LeBlanc, P.E.,773 Federal Engineering T tmg Florida Reg. No. 59394 FOOT Accredited Field Test Results Quality Since 1989 Assurance CM EC Accredited Page 2 2/2/11 286 NE 99 Street Miami Shores, Florida All test results were found to be in compliance with TAS - 106 and the Florida Building Code. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing is an independent third party providing un -biased testing information and results. Federal Engineering & Testing is a third party and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Keith LeBlanc, P.E. y -y / Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 08- 0423.20 A =0.1W = 0.1x46' =4.6' A =0.4H = 0.4x15'= 6.0' Perimeter Dimensions = 5'0" Corner area = 350 S.F.-14 tests Perimeter area =360 S.F.-17 tests Field area =990 S.F.- 9 tests 59 Total Ridge Caps =3 tests I6 11 d • H L / 3 ;7¢ +'7 Field Sketch Not to Scale 286 NE 99 Street Miami Shores, FL RE: Permit # 1: {- - 1 1 - D6 - a b 6 b CLin Kt. SL��+ (Print name and circle License Type) License #: C C C 13 a(c,S AA- Vivte"d 4_4 61.- ' On or about 12 - S - D b , I did personallyanspest -the roof deck nailing and /or (Date & time) secondary water barrier work at c2 f5 t, `v C qq j - fr€ - ' (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Mow Siogesfill4fe e4 Defiantateut 10050 NE 2^d Ave Miami Shores, Fl 33138 Phone 305 - 795.2204; Fax 305-756-8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT day of �J DATE: fz - 15 -0 , licensed as a (n)Cagntracto / Engineer / Architect, FS 468 Building Inspector "F °vs , , MIMI E. ALLBRITTON r * `1? Notary Public - State of Florida „46 Me,Co - •mission Expires Aug 16, 2011 .ission # DD 663562 ,,,,,,, i , °,`` Bonded Through N alionalRl of �f•.a.�,,.,� ;�• - ,�::,, �9 ary Assn. BUILDING PERMIT APPLICATION FBC 2004 Is Building Historically Designated YES NO Value of Work For this Permit$ 541 t� ittIU Submittal Fee $ Notary $ Scanning $ Radon $ Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 2..igp E 4 1. , S - CC - <:-c-- -- r - City Miami Shores Village County Miami -Dade Zip 3315.3 FOLIO / PARCEL # ,\— 3.2.6(p- o3 -H3t a Permit Fee $ Master Permit No. ELY/EQVED NOV 2 2008 � Permit No. C�� 0 CUB Permit Type (circle): Building oofing //�� Owner's Name (Fee Simple Titleholder) U.0 c � et -sev- 3 Phone #805) Owner's Address Zga G` 5T City \Nr‘,e-v -rte. SLoc S State (- l Zip 331 Tenant/Lessee Name Phone # Contractor's Company Name e AN\tC.— t Phone # ( ) — 1 - 1 Z' `t ° Con is Address '� LD D Us . �ZaQAr..� City Yap-- p & state ( Zip 33 6 L er Qualifier Name C. ®-1®€ • 4 -- Se ..- Phone # 6t 5`f) "1 L, State Certificate or Registration No. C CC- 4.3..../ (..5 1 D Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: '1 1 Lf 51 Fr Type of Work: ['Addition ['Alteration ❑New Et ❑ Demolition Describe Work: Z.L S'pyi ^A �..S�c� r ) 'fl '() g 7s•e° CCF $ eLPITC Training/Education Fee $ Technology Fee $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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, 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 In the absence of such posted notice, the inspection will not be approved and a reinspec ' � ' a ; it rged. Signature Sign: .44 4'0.1! Owner or Agent The foregoing instrument was acknowledged be day of itio ✓ , 20 Ofr, by —bidet et to J who is personally known to me or who has prod As identification and wh NOTARY PUBLIC: Print: inIt , / /a /40 r) My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) ar ,,,, ,:,,,,,, „L er4,0 Signature ontractor The foregoing instrument was acknowledged be day of .Alc. , 20 t? ', by who is personally known to me or who has produ as identification and who di NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: _' Signatures` -- Property Address: 24 1 - r cam. S it Roofing Permit Number: State of Florida County of Dade Muse Slates Veer r'd4 Defia rweNt 10050 NE 2 Ave * Miami Shores, Fl 33138 Phone 305- 795 -2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION 4 et- Print Name C&F-0 —10(00 ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Date: Vt 1 4 .1161( Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: pt just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. El The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) The undersigned, being the first duly sworn, deposes and says that he/she is the contractor property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, : building was not FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane M Th s Ins m u / ntPrepared y Address oa4RO W e_tocuo ./3 pompR47o pc. Permit No. STATE OF Fiori e Q . COUNTY OF grin 4 (w A arn c ipteak — THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, thefofowing Information Is provided In this Notice of Commencement 1. of property: (legal description of property, and stmt address if available) %IN& S'C ( b - O 1.21.4- 3 .zfw ®F- tom 2.. ES\K 3 Z 2. General descriptio of im o improvement 6- v 1rr-+� R�r.� r �bsz S 13 1.��3 glo Ns cif, }`s 9sy y4 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: B. Lender a Name and address: b. Phone number. NOTICE OF COMMENCEMENT L i 3 � o ther ban r), 4 Tax Follo No, %1-3)..0 3 -4310 a. t N ame and address: 4. conactor: .4 A 'ri Roo {i' / 0280 ta# do/9/ /5 � : i no a b. Phone number. - 77 - F� - V665 7. Persons within the State of Florida-designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)8)7., Florida Statutes: a Name and address: b. Phone number: & In addition to hur t , Owner designrnes thefogowing person(s) to receive a copy oft the Llenor's Notice as provided In Section 713.13(1)(1)). Florida Statutes: a. Name and address: b. Phone number: 9. Expiration date of notice of commencement (the exphation date In 1 yu artrom the date of recording unlessa differed dabs le sper3tiec$ WARNING TO OWNS ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPtRAT(ON OF THE NOTICE OF - ' OMMEtNCEMENf ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTS ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY'BEFORE COMMENCING.WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Paitter/Manager Signatorys lTYe/Ofce Theipm4Lhg was acknowledged before me ti is Rat day of .414:7 to l by ' n.Cl A r " C. (name of trustee, attorney o t for thosith «.e g. *Moen r, person) n ■ , , a. behati'of whom h rrsnrmrtwasexerx of party on au n ,tttttYlptffoa MIMI E. ALLBRITTON Notary Public - State of Florida • u "' - • My Commission Expires Aug 16, 2011 %w ��: Commission # DD 663562 ,,,, , ,Pio Bonded Through - + < a No Assn Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated In It are true_to the best of my imowledge and belief, STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this s Jy y of the erigiria filed in this office on AD 1VITWESS my Official Seat HARVEY of Circuit and County gl 1111111 Hill 11111 11111 11111 1111111111 11111111 C._FN 2 C) El R. 0W 911 fl OR Bk 26663 Ps 2352; (1P9) RECORDED 11/25/2008 t08 09:45:20 HARVEY RUVIHa CLERK OF COURT MIAMI—DADE COUNTY? FLORIDA LAST PAGE 1 P ,- ,r•r-.0 ftl HIGH- VELOCITY HURRICANE ZONES ❑ Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Ap . lication Form. Section A (General Information) ROOF CATEGORY Master Permit No. Process No. Contractor's Name Latite Roofing and Sheet Metal Job Address 286 NE 99 Street la Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) N/A Steep Sloped Roof Ar 1724 Section B (Roof Sketch Roof Plan: Illustrate all levels and section scuppers and overflow drains. Include dimension identify dimensions of elevated pressure zones and I Pp nd 6 ts. overflow s, clearly BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND;REGULATION9 RF. #'OVID_.. ZON110 DEPT rti DATE 44.20 FLORIDA BUILDING CODE — RESIDENTIAL r 1• V1 sec Re Ni4 Roof System Manufacturer: Entegra Product Approval Number: 06-0324.01 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure 41.2 Product Approval Specific System: Method of tile attachment: 2 -10D Ringshank Nails • HIGH- VELOCITY HURRICANE ZONES Roof Slope: 3 : 12 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: Plywood ype Underlayment: Insulation. Ridge Ventilation? Fire Barrier: 12'5" Mean Roof Height: 30# N/A N/A Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: Tin caps and nails 6" at lops & 2 rows 12" inficld Type IV Asphalt Roof Covering: 90# Type & Size Drip dge: Bella "S" 3x3 26 ga. galv. 44.22 FLORIDA BUILDING CODE — RESIDENTIAL 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 k Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance Mr ProductApproval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F Calculated Average Tile Weight W Product Approval Tile Dimensions 1= length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height Roof Slope ,y. 16' 20' 25' 30' 40' 36.5 38.2 39.7 42.2 :12 32.2 34.4 36.0 37.4 39.8 4:12 . 32.2 33.8 35.1 37.3 S: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 28.2 30.0 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from Mr. If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:4 x = _ = M rt Alt Product Approval M (P .I x M,: = M Product Approval M (P3: M, = M r 3 ii3 Product Approval M r s(" Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below 32.2 Product Approval Mr 41.2 *Must be used in conjunction with a list of moment based ti e 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 values 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 : _ x I: = _ x w: = ) - W: _ x cos 8.• _ = Fri: Product Approval F' (P _ x I: _ = _ x w: = ) - W: _ x cos 8.• _ = Fr2: Product Approval F' (P : _ x I: _ = _ x w: = ) - W: _ x cos B :• _ = F _ Product Approval F' FLORIDA BUILDING CODE - RESIDENTIAL HIGH- VELOCITY HURRICANE ZONES 44.23 MIAMI5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 S. Federal Highway Suite 300 Stuart, FL. 34994 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 the BCCO and accepted by the Building Code and Product Review Committee 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. DESCRIPTION: Bella "High S" 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 dare 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 cha11 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 igera. 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 NOA No.: 06- 0324.01 Expiration Date: 07/13/11 Approval Date: 07/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: 1. SCOPE This approves a new roofing system using Entegra Bella "High S" concrete roof tile as manufactured by Entegra Sales, Inc. in Okeechobee, 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 Annlieant Dimensions Specifications Bella "High S" Test Agency IBA Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. L =16' " W = 13" Thickness =Y2" Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Roofing 07320 Roofing Tiles Concrete Wood TAS 112 TAS 112 Test Identifier 2421 -94 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 PO402 94-083 94-084 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail holes and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Test Name/Report Date ASTM C 1167 June 2006 Dec. 1991 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) NOA No.: 06 0324.01 Expiration Date: 07/13/11 Approval Date: 07/13/06 Page 2 of 7 The Center for Applied Engineering, 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 Services Celotex Corporation Testing Services Walker Engineering, Inc. 3. LIMITATIONS 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Static Uplift Testing Oct. 1994 TAS 102 Static Uplift Testing Nov. 1994 TAS 102 Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Sep. 1996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier March 1999 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 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. NOA No.: 06- 0324.01 Expiration Date: 07/13/11 Approval Date: 07 /13/06 Page 3 of 7 Table 4: Attachment Resistance Expressed as a Moment - M for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bella "High S" Tile 2 -10d Ring Shank Nails 28.6 41.2 N/A 1 -10d Smooth or Screw Shank Nail 5.1 6.8 WA 2 -10d Smooth or Screw Shank Nails 6.9 - 9.2 WA 1 #8 Screw 20.7 20.7 N/A 2 #8 Screw 43.2 43.2 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 N/A 2 -10d Ring Shank Nails' 33.1 48.1 N/A 1. Installation with a 3" tile headlap and fastemers are located a min. of 214" from head of tile. Table 3: Restoring Moments due to Gravity - M (ft -ibf) Tile Profile 3 ":12" 4" :12" 5 ":12" 6 ":12" Greater than 7 ":12" Bella "High S" Tile Battens Direct B Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A (575) N/A 5.54 N/A 5.41 N/A 5.25 N/A 5.09 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Bella "High S" Tile 10.5 1.375 1.08 4. INSTALLATION 4.1 Entegra Sales, Inc.'s Bella "High S" 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 NOA No.: 06- 0324.01 Expiration Date: 07/13/11 Approval Date: 07/13/06 Page 4 of 7 Table 2: Aerodynamic Multipliers - A (ft) Tile A (ft A (ft Profile Batten Application D t Deck Applicati Bella "High S" Tile 0.349 0.37 4. INSTALLATION 4.1 Entegra Sales, Inc.'s Bella "High S" 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 NOA No.: 06- 0324.01 Expiration Date: 07/13/11 Approval Date: 07/13/06 Page 4 of 7 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bella "High S" Tile Mortar Set 24.5 5 Tile -Tate Roof Tile Mortar. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Bella "High S" Tile Adhesive 1 See manufactures component approval for Installation requirements. 2 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 5A: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Bella "High S" Tile Polyfoam PolyPro" Polyfoam PolyProTM 3 Large patty placement of 63grams of PolyProTm. 4 Medium patty placement of 24grams of PolyProT"". Minimum Attachment Resistance 66.5 38.r J NOA No.: 06- 0324.01 Expiration Date: 07/13/11 Approval Date: 07/13/06 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami -Dade County Product Control Approved ". OR ENTEUR Entegra Sales Bella "High S" Concrete Tile Label (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.: 06- 0324.01 Expiration Date: 07/13/11 Approval Date: 07/13/06 Page 6 of 7 PROFILE DRAWING END OF THIS ACCEPTANCE NOA No.: 06- 0324.01 Expiration Date: 07/13/11 Approval Date: 07/13/06 Page 7 of 7 1524.1 As it pertains to this section, ft is the responsibffty.of the roofing contractor to proiride the owner with the required Ong permit, and to explain to the owner the content of this section... The provisions of Chapter 15 of the Florida Buffdirrg Code, Bur7ding govern 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. ("( 1. Aeg AYorknsar ship: :The workmanship provisions of Chapter 15 (High Vetvcaty Hurricane Zane) are for the purpose of provkling 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 tural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. • 4 -6, e ng cod L.Ylhen replacing roofing, the existing wood roof deck may have to be r ailed - in atoorda ice W the c urent provisions of Chapter .16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Comm s on roofs are those which have no viible delineation n ne i g h L > n g units (re. townhouses, condominiums, etc.). In buildings wfth common roofs, the roofing - contractorand /or owner should notify the occupants of adjacent units of roofing work to be performed. 4 Ex d �Cefiii i s Exposed, open beam ceilings are where the undetside 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 , de king may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. " t% Pond' current roof system and/or deck of the building may not drain well and may cause water to pond (accumul ate) in low areas of the roof. Pondlitg can be an Indication of structural distress and May require the review of a professional structural engines Pending may Morten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original rooting system Is removed. Ponding conditions should be corrected. E. Overflow scuppers outlets): It is required that rainwater taws off so that the roof is not . a ! up of water. Perimedge walls or other roof extensions may biodk this discharge if over(to* scuppers (wall ) . one not provided. It may be necessary to Mall overflow scuppers in accordance with the Florida Bulldkig Code; Plumbing. ( , Ventilation roof structures should have some ably to vent natural atrliow through the interior of the structural assembly (the-building g '). The casting-amount of attic ventilation shall not be - reduced. it may be beneficial to consider additional venting which can rem In extending the service rife of the rock ove I_ 6j 4 Uwnef ent's Signature -.V(,N 9 . Property Address SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Process Number