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RF-13-1639 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-195658 Permit Number: RF-7-13-1639 Scheduled Inspection Date:August 27,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: TOUSSAINT,ALBERT Work Classification: Repair Roof Job Address: 1421 NE 103 Street Miami Shores, FL Phone Number Parcel Number 1132050310150 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments REPAIR TO TILE ROOF SYSTEM OVER GARAGE COLOR Infractio Passed comments THROUGH WHITE TILE INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 26,2013 For Inspections please call: (305)762-4949 Page 18 of 38 Mia ifing Shores Village � Bul Department JUL 2 N3 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 'r° Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No ' Permit Type: BUILDING ROOFIN ' JOB ADDRESS: 14.1 X)r-- 0 3 -sf City: Miami Shores County: Miami Dade Zip: Folio/Parcei#: 0-3210S-- ®3 6`° V/ 5-0 / Is the Building Historically Designated:Yes NO V Flood Zone: OWNER:Name(Fee Simple Titleholder): A �hoabssg-Al-& Phone#: M Address: C 40t ® City: iM a&iA --- S�3 State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ffot�jt)o,� P hone#: Address: f 5 � City: l "/G ��� State: Zip: Qualifier Name: -e- Phone#: State Certification or Registration#: 0 t ce Certificate of Compete cy#: Contact Phone#: j�C—'G?`ke 1 Z-- Email Address: j LQ�"1 DESIGNER:Architect/Engineer: hon : Value of Work for this Permit:$ Square/Linear Footage of Work: e Type of Work: ❑Addition ❑Alteration ❑ ew ❑R'epair/Replace ❑ emolition Description of Work: ow ,( 6L Y4- Color thru tile: C Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. AA the absence of such poste notice, the inspection will not be approved and a reinspection fee will be charged. ZZ Signature �1 � SiPis 4"M Owner or Agent Contractor The foregoing instrument was acknowledged before me this l Th oing instrument was acknowledged before me this !� day,of ,20.1L,by da ,20�_,by � ( D, Vba� who is person known to me or who has produced whw ally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign: Print: Print: . Sandra Dee Hart Notary Pubifc State of Florida My Commission Ady Commission FF 010844 My C �Dee Hart Ordw Expires 04121/2017 ` Ex Ces 0412 /2 17 010844 pp,p, Expires 04/21!2017 xxe��ex�s<�exx�es<eexx� e�s<�ssmx*�ax ���x���xsaxeex�x+xxx+sexxes+xxe�+xme�s+exxes+sx��x�s<ex'+�m+x���s<x�s<xe�*exxasa��m�xsa�x APPROVED BY 'l Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) SgOR$,g ■ m um ..,sw VhM� gk��gal �t0RtDp' CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet.The cost of improvements must include demolition,raw and finished materials (include those donated), labor (including volunteer and self-performed), construction supervision and management,and overhead and profit.A list of items the costs of which are to be included as well as those excluded is attached for your reference.(A Copy of the Contragt must be ched) PROPERTY OWNER: A ` 5 PERMIT# / 10-30S-1- ADDRESS: f FOLIO NUMBER>1-32ZE--b31- D ISP FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS(12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS(past and proposed): ©� VALUE OF PRINCIPAL STRUCTURE(attach appraisal): OWNERS SIGNATURE: r DATE: PLANREVIEWER• PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 7/19/13 Miami-Dade MyHome My Home MIAMI DADE Show Me: Pm Irtformation 9 Le end Search By: s - Property Boundary `Seledl�m Selected Property 0 Text only Report Homestead Fraud iE 1TH 3T Street Property Appraiser Tax Estimator Highway UM Property Appraiser Tax Comparison Miami-Dade County EJ Portability S.O.H.Calculator ® Water Summa Details: e`� oa Folio No.: 11-3205-031-0150 Property: 1421 NE 103 ST W E Mailing ALBERT RTOUSSAINT&W Address: NANCY L S 1421 NE 103 ST MIAMI SHORES FL 3 31 38-2 625 Property Information: Primary Zone: 1100 SGL FAMILY-2301- 2500 SQ 001 RESIDENTIAL- CLUC: SINGLE FAMILY Beds/Baths 3/2 rial Photography-2012 0 111 It Floors: 1 Living Units: 1 dj Sq Footage: 2,431 Lot Size: 9,810 SQ FT My Home Property Information I Property Taxes Year Built: 1967 1 My Neighborhood I Property Appraiser RE-PLAT OF TR C MIAMI Home I Using Our Site I Phone Directory I Privacy I Disclaimer Legal Description: SHORES BAY PARK ESTS PB 64-97 LOT 13 BLK 6 LOT SIZE 90.000 X 109 Assessment InfOrmdtlOn' If you experience technical difficulties with the Property Information application, Year- 2013 2012 or wish to send us your comments,questions or suggestions please email us at Webmaster. Land Value: $178,770 $170,443 Building Value: $192,801 $222,804 Market Value: $371,571 $393,247 Web Site Assessed Value: $253,781 $249,539 ©2002 Miami-Dade County. Exemption Information: All rights reserved. Year: 2013 42012d Homestead: $25,000 nd Homestead: YES Taxable Value Information: Rchool 2013 2012 Applied Applied Exemption/ Exemption/ Taxable Value: Taxable Value: 50,000/$203,781 50,000/$199,539 50,000/$203,781$50,000/$199,539 50,000/$203,781$50,000/$199,539 95-nOn/T.228 7811 X95-00n/R994-539 g isims2.mia rridade.g oy/myhome/propmap.asp 1/2 Acation Form HVHZ 2010 JUL ! � ' VA MP SECTION 1524 AGH VELOCITY HURRICANE ZONES—REQUIRED OWNIK _ ATIO O I NSI E TIONS 1524.1 Scope. As it pertains to this section,it is the resp ility of the°roofing c " c- t � rovi the owner with the required roofing permit, and to explain to the owner the content of this s c i S/­of Chapter 15 of the Fibrida Building Code,Building govern the minimum require c s the industry for roofing system installations. Additionally,the following items shoul a s d as pa of the agreement between the owner and the contractor. The owner's initial in the designated space 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) 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 rein "led in accordance with the current 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: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing 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,roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option 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 roofing 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 buildup 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 ioverflow scuppers in accordance with the requirements of. Chapter 15 and 16 herein and the 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. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. IF Owner's/Agent's Signature: Date: I Irl / / Contractor's Signature: Permit Number: Property Address: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE c COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 j Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 FWood'ShIngles and Shakes A,B,D 1,2,4,5,6,7 {-Other_ j,(j 2 As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: ! 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or If Applicable,RAS 127 or RAS 128 4. Other ComponentW Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation ^� —� 2010 FLORIDA BUILDING CODE—BUILDING 15.33 'ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SNOIJ.=03a aw S3lnP J 1.Nn301(NV 3-LVLS I U3033-1'1V PLUM 30i d1+400 oi.LmrenS Florida Building Code High Velocity Hurricane Zone Uniform P rmit Application rm. J d3a JNINOZ c Section A General In rmMal a3Aoaddd Master Permit No. II!/i 1W21 Contractor's Name /YD 61 Job Address e% /V ROOF CATEGORY D Low Slope El Mechanically Fastened Tile Mortar/Adhesive Set Tile D Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes D Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing D Recovering Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) 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 location of parapets. : F3 e t G 15.34 2010 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES J Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: l 2 - ® �. cL v Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations}• : $teems Sloped Roof System Descri tp ion Deck Type: i Type Underlayment: Roof Slope: --- 12i Insulation: • `•., Fire Barrier: _ ._.. .�.-. . . -- Ridge Ve ilation? Fastener Type&Spacing: �P - e. o�- - Z t►� Adhesive Type: LA Type Cap Sheet: C ..f o - Roaf Coverin { Mean Roof Height: —_ \ g' CtJ c �°(a. �_l�_✓b Type&Size Drip Edge: L. L� 1i I . 2010 FLORIDA BUILDING CODE—BUILDING 15.36 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. : Section E (Tile Calculations) For Moment based the systems,choose either Method I or 2.Compare the values Far Mr with the values from Mt.if the M f values are greater than or equal to the Mr vulucs,for each area of the roof,then the file attachment method is acceptable. ; � ,Method I"Moment Based Tile Calculations Per RAS 137" ; (Pi: � -X!�ryv�� ))--Mg: 2.6 Product Approval Mr : (PZ:/�// x t r4-" 7' . 4111 =Mr2 L0 5' Product Approval Mr 2 tL. (P3: 00,/ic X L � �!) a4g 'r",t f =Mr3'---7 Product Approval Mr---t.-7 Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table BelowT Product Approval Mr M,.required Moment'Resistance* Mean Roof Height Root Slope 15' 20' 25 I 40' . 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0_` 37.4 39.8 4:12- 30.4 33.8 35.1_ 37.3 5:12 28.4 i 30.1 31 --- 32.8 34.9 3.._.._...� .6.�.. 6:12 28.4 ^28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board or Rules and Appeal.. For Uplift based file systems use Method 3.Compared the values for F'with the values for F.I f the 17 values are greater than or equal to the Fr values. for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pf: x L _= x w:_ )-W:__x cos B _=Frf Prtxlucr Approval F' (P2: x L = x w:= }•W: x cos B =F,2 Product Approval F (P3: x L = x w:= )-W: x cos 8 =Fr3_- Product Approval F Where to Obtain Information Description . S mbol _-_ __Where to find Design Pressure PI or P2 or P3 RAS 127Table I orby tin engineering analysis preparedby PEbasedon ASCE7 Mean Roof Height H Job Site , Roof Slope 0 Job Site Aerodynamic Multiplier d Product Approval - -- A Restoring Moment due to Gravity Mb� Product Approval Attachment Resistance Mf Product Approval T Required Moment Resistance M. _ Calculated Minimum Attachment Resistance F Product Approval_ Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval L=length Tile Dimensions W width Product Approval All calculations must he submitted to the building official at the time of permit application. _ - 2010 FLORIDA BUILDING CODE-BUILDING 15.37 i I rMIAMI-DARE COUNTY Ms PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/sera Boral Rooting LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 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 RER-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. RER 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: Atlantis Shake&, 6`Conerete 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 i f 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# 12-0308.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0904.07 htwMn tlao cc1U Expiration Date:,iJ2/16/17 Approval Date: 12/06/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL. Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Atlantis Shake&Slate Concrete Roof Tile,as manufactured Boral Roofing LLC in Pompano Beach,FL.,and described this Notice of Acceptance.I-or 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Atlantis Shake&Slate 1= W1 TAS 112 Flat,interlocking,high pressure extruded concrete Concrete Roof Tile W= 10" shake and slate roof tile equipped with two nail 1 '/4"thick holes. For direct deck,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips, W= \,:fries rakes,ridges and valley terminations. varying thickness Nl-niufactured for each tile profile. 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach,FL. 2.2 SUBMITTED EVIDENCE: Test Aaency Test ldentifier 'Pest Name/Report Date Static Uplift Testing Dec. 1991 Redland Technologies 7161-03 Appendix III pA.102&PA 102(A) The Center for Applied 94-060A Static Uplift Testing March,1994 Engineering,Inc. 94-084 PA 101 (Mortar Set) May 1994 (Adhesive Set) The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" 1leadlap,Nails,Direct Deck, New Construction) T Static Uplift Testing Oct. 1994 25-7004-8 he Center for Applied PA 102 Engincerinq, Inc. (4"I-Ieadlap,Nails,Battens) NOA No.:12-0904.07 MIf,MI•W, COUNTY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Aeency Test Identifier Test Name/Report Date The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4 Headlap,Nails,Direct Deck, Recover/R.eroof) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA f 0 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Professional Service Industries, 224-47099 Physical Properties Sept. 1994 Inc. PA 112 Celotex Corporation Testing 520109-1 Static Uplift"Testing Dec. 1998 Service 520111-4 PA 101 March 1999 520191-1 Walker Engineering,Inc. Calculations Aerodynamic Multiplier October 2007 Walker Engineering, Inc. Calculations ;-<loment of Gravity August 2007 Walker Engineering,Inc. Calculations 25-70,)4 February 1996 Walker Engineering,Inc. Calculations 25-7496 April 1996 Walker Engineering,Inc. Calculations 25-7584 December 1996 25-78041)-8 25-7804-4 &5 25-78,i'-'1-6 Walker Engineering,Inc. Calculations 25-7k 3 March 1995 Walker Engineering,Inc. Calculations Aerodynamic Multipliers April 1999 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 NOA No.: 12-0904.07 rnAM1•ME couNnr Expiration Date: 12/16/17 • Approval Date: 12/06112 Page 3 of 7 J 2.2 SUBMITTED EVIDENCE: Test Agency Test Identities rest Natttc/Report Date Nutting Engineerins TAS-112 13 34 3.1 June 2007 Nutting Engincerins rAS-1 12 13343.1 March 2009 3. ,IMITATIONS 3.1 Fire classification is not part of this acceptance. set tile a p plicatitms a static field upli l't test sh ill be performed in accordance with o tar or adhesive l l 3.2 For mortar TAS 106. 3.3 Applicant shall retain the services of;l Miami-Dade County Certified 1_al)oratory 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 Rooting Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications maybe installed perpcndict lar to the roof slope unless stated otherwise by the underlayment material inanufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requi:vii,ents shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTAL 1.A"r1 ON 4.1 Atlantis Shake and Slate Concrete Rnnl"bile and its components shall lw installed in strict compliance with illoofing Application Standard RAS 113, I?AS 119,and IZAS 120. 4.2 1)Aa For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w j Tile Profile Weigtrt-W (Ibf) Length-I (fill Width-w(ftj 1.33 0.833 Atlantis She 4o & Slate Tile t .5 ... Table 2: Aerodynamic Multipliers -X (ft3) X (ft 3) Tile Application Direct Deck Application Profile Batten Atlantis Sha";t: & Slate Tile — N/A Table 3: Restoring Moments due to Gravity - Mi, (ft-(bfj -- _.. 12" i 6'•:12" 7..:12" or Tile 2":12" greater Profile Atlantis Battens Direct Battens Direct.Battens l Direct Batt n:, Directtlens Direct Battens Deck Deck Deck �. Deck Deck Deck Shake & (— 5 89 NIA 5.75 N/A 5.59 Slate Tile /A 6.17 N/A 6 11 r.:A t 6.01 N,r. _ _.. NOA No.: 12-0904.07 r Expiration Date: 12/16/17 Approval Date: 12/06/12 MIAMI DAC :t C>t1h iY Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" . plywood) plywood) Atlantis Shzike& 2-10d Ring Shank Nails 30.9 38.1 N/A Slate Tile 1-10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2-10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 .#8 Screw 30.8 30.8 N/A 2 .#8 Screws 51.7 51:7 N/A 1-10d Smooth or Screw Shank Nail 24.3 24.3 N/A Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 N/A (Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 N/A Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 N/A (Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Atlantis Shake &Slate Tile Adhesive 31.3 1 See mar :factures component aprroval for installation requirements. 2 Flexible V roducts Cornpany Tilo[34c.nU Average kN,ui�j ;t per patty 13 jrams. 3MTm 2-t:.omponent Foam Roof Tile adhesive 1 _t r ` Avenge v -,,'It per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems He Tile Application Minimum Attachment P,of He Resistance ._ ..- . __ e;siye AH-1fr� Atlantis Shr::,e & Slate Tile 3P:1 118 9 3MTN :omponent Fonrn Roof Tile! ' r siye AH-160 4U F4 � Lar e a ldy placement of 45rrar; 3".11PJ 2-_t= mp:u7ent Foam r U, Tile Adheskie AH-160. Medium ; addy placement of 24gr..n.. of 3MT"' t Con.,)onent Foar. 'lcof Tile Adhesive AH-160. Table 8: Attacl. nent Resir'.nn Expressr..d as a Moment -Mf(ft-lbf) for f"ort''r Set Sy,t"tr s Tile Tile Attachment Profile AI licatiorz Resistance E tis Sh ice & Slate Tile Murtar Sete 39.0 ee st :c mortar manufaci+rrer Notir: of A emit � )ce _._T.. NOA No.: 12-0904.07 MIAWDA!` C(oUNjY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 7 5. LABI I-INC, 'I tiles shall bear the 'W,t iw, or ide! Isle mmking. )i' the manul"icturer's name or logo (See Detail - I.elolv),or 1,011owmasm! ;•'o CoutoyProt: 1,:t Control ',;proved". 1301(,�l,IZoOFINGLI,(: ,\'I*I.A.N'I'ISSH,,\ C(i.N(,RFTE ROOF TILE(pOMpANoBEAcRFL.) (Lo( 4 S 11)H,OF TILE) 6. Buu,i REQ1*?.1- til'.',.NTS 1 Applicolim, fbrbt,, I ! 1wi I - -mit sh:i* :,.c :,cconii)anicd copies of 1"C following: . ' t l.3 This Notice of A, p�:mce. !'Iicial(ir,,i,,-)IicabIe building code in order to 6.1.2 :\ny other d�� I'Ic P-illd;m' NOA No.: 12-0904.07 COUNTY Expiration Date: 12/16/17 Approval Date: 12/06/12 CMLM4,M i-&7DA,�, Page 6 of 7 PR(11=1:.1 pRrlW3�G� 9• _:� •7�tz" WAITEflIOpS'"` ....... OVERLAY zz r. •.C.: ...;t.. {. ATLANTIS SHAKL& SLATE C 'TE 1ZOOF TILE(POl'If':4;[) 13 EACH,FL.) I END OF TI i i NOA No.:12-0904.07 Expiration Date: 12/16/17 MIAMI•DA0 C i4TY � Approval Date: 12106/12 Page 7 of 7