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RF-16-2816 Inspection Worksheet p Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-269115 Permit Number: RF-10-16-2816 Scheduled Inspection Date: December 02,2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: RENTE, MARGARET Work Classification: Tile Job Address:9805 NE 4 Avenue Road Miami Shores, FL 33138- Phone Number Parcel Number 1132060170230 Project: <NONE> Contractor: ISAACS ROOFING& INSULATION CORP Phone: (305)234-5234 Building Department Comments RE-ROOF TILE TO TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed ' 16 Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 01,2016 For Inspections please call: (305)762-4949 Page 8 of 38 Florida International Engineering and Testing Lab LLC wY F . I . E ® 6175 NW 167 Street,Miami, FL 33015 Telephone: (305)378-1991-Fax: (305)378-1997 FLORIDA INTERNATIONAL ENGINEERING& TESTING LAB,LLC Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: Job Address: (P . tA. Roofing Contractor: tt1 Permit Number: —1 v ` i `"�+�1 ype of Tiler Approximate Roof Height = t Slope: = 2 Approximate Square Footage: ®®Q ftz Type of Access to Roof: / Ladder Other Required TestNot or e: 35 Ib . Testing Equipment: F.G.E. 100x him o Instrument Date Installed: Za bete of Inspection: (2. t 20•I G --------------------- TEST RESULTS P=PASS,F=FAIL Test P or F Test P or F Test P or F Test P or F Test Por F Location Location Location Location Location 1 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 1 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft RESPECTFULLY SUBMITTED BY: Area Units or ftZ No.of Tests Perimeter 1 Q Field p P ( 10 Corners ki I -�1 Hips&Ridges ,[ Vinayagar M.Salakrislivan V ,-LI 2j-tV d, State of Florida 1,1c#63107 8 1 FLORIDA INTERNATIONAL ENGINEERING WESTING LAB, LLC Job Address: Contractor �G 0,4 Sketch of Roof (NTS) l fcc Notes t No. Y i�'30A 6-28161 1s*0- � Miami Shores Village P rmit.7ype;Roof,,,,:: 10050 N.E.2nd Avenue NE � (11 o*c1a iftedon.Tile ; Miami Shores,FL 33138-0000 it P@tt*MOWePROVED Phone: (305)795-2204 " issue nate: 1012412016 Expiration: 04/22/2017 Project Address Parcel Number Applicant 9805 NE 4 Avenue Road 1132060170230 Miami Shores, FL 33138- Block: Lot: MARGARET RENTE Owner Information Address Phone Cell MARGARET RENTE 9805 NE 4 Avenue Road MIAMI SHORES FL 33138-2438 Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 (786)277-9756 ISAACS ROOFING&INSULATION CO (305)234-5234 Total Sq Feet: 2000 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE TO TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-10-16-61683 CCF $9.00 10/24/2016 Credit Card $816.26 $0.00 DBPR Fee $4.13 DCA Fee $4.13 Bond#:3234 Education Surcharge $3.00 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $816.26 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. t_ermore,I out a the above-named contractor to do the work stated. October 24,2016 Authorized Signarrtmen wne / Applicant / Contractor / Agent ate Building Dep Copy October 24,2016 1 _ Miami Shores Village CEI Building Department ®c 20,6 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 $Yo Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1 4- BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC Pg ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ED PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP p �"�,, /� CONTRACTOR DRAWINGS JOB ADDRESS: 7 ®� �-( sly a- City Miami Shores County: Miami Dade Zip: Folio/Parcel#: )(" 3 do& oyw- Is the Building Historically Designated:Yes NO 2 f Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ( p ) /I &-Send . Phone#: OWNER: Name Fee Simple Titleholder Address: $O S At A—S '4-0 - C City: M- S &tLT State: f::` Zip: Tenant/Lessee Name: Phone#: Email: T S CONTRACTOR:Company Name: .•i�Sae c-,j 4 Phone#: 703 Z7 If 5-2,Zy Address: I _9"2-__L 6 i,�1` C. St!4P - 2a-> iv City: At State: #- L Zip: 33® J; Qualifier Name: Phone#: 2 � 6 State Certification or Registration#. GG C ) 3�SSS Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /3 o 00 Square/Linear Pbotaiie of Work: 2_ U S �L. Type of Work: ❑ Addition ❑ Alteration ❑ New epair/keplace ❑ Demolition Description of Work: � �F �- Specify color of color thru tile: �1am Submittal Fee$ QN Permit Fbe —1 S CCP$_ 9 CO/CC$ Scanning Fee$ —1 Radon Fee$ 1 04PR$ Notary$ Technology Fee$ I 9— . + ' Trainiq;0d4c0}i0f1 Fee$ bb4b(e Fee$�� . Structural Reviews$ gond$ 560' 31 . 2-L TQTAL FEE NOW DUE$ �� . 2L (Revised02/24/2014) 8 1 (b - rJ 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 ha commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be donein 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 reinspection fee will be charged. Signature Signature �ANNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day o/nf1� "� M b� 2014 ,by day of��-w�- .20 t4 by /''Iwho is personally known to who is personally known to me or who has produced as me or who has produced as identification and who dict take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �� k�� Sign: \' Print:��J--� S '� 3Print: —� Seal: Seal: n ELIZABETH J HUBBARD ELIZABETH J HUI3EARD = =«• •; MY COMMISSION 4EE6 $ MY COMMISSION#EE855796 _:;� ... '• EXPIRES December 03,2016 EXPIRES Decaniber 03,201$ `;�•°°' AOPROVEb BY (�L Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) % Miami shores Village �.� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: /K`y"!� Property Address: 25L - M'A ct A-'#- �• Roofing Permit Number: Dear Building Official: I /nuc certify that I am not required to retrofit the roof to wall connections of my building because: 'rhe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) Signatur Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of ►f"Cdr- ELIZABETH J HUBBARD :'. •: My COMMISSION#EEaW96 Notary Public,Sate of Florida at Lae �� EXPIRES Damniber 03.201$ • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was riot c onstruded with FBC nor a 1954 SFBC.Then you must provide a building application from a General Contractor for the Roof to(Nall connection Hurricane Mitigation. Revd on 5/21/2009 ` a d' MFi MIA Delivering Excellence Every Day" SECTION 1524 IGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner ith the required roofing permit, and to explain to the owner the content of this section. The provisions of hapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the idustry for roofing system installations. Additionally, the following items should be addressed as part of the geement between the owner and the contractor. The owner's initial in the designated space indicates that the em has been explained. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion .rformance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. .esthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed >part of the agreement between the owner and the contractor. 1yh 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be .nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zgnes) of the Florida .. ... ...... uilding Code. (The roof deck is usually concealed prior to removing the existing. ysten3. 3. Common roofs: Common roofs are those which have no visible delineatiixr betweeneieighbMMi nits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the rool�}g conrxactor anctbi": caner should notify the occupants of adjacent units of roofing work to be performed p••• ..... ..... . . IY*I, 4. Exposed ceilings: Exposed, open beam ceilings are where the underside•o>=the rodt docking cari be iewed from below. The owner may wish to maintain the architectural appearance:�Nt refore,roof ng nail•:• ..l... --netrations of the underside of the decking may not be acceptable. The owner proyidta theoption of :....: taintaining this appearance. •" •..'•: • *,-5. Ponding water: The current roof system and/or deck of the building may not drain well and may ruse water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural istress and may require the review of a professional structural engineer. Ponding may shorten the life ,cpectancy and performance of the new roofing system. Ponding conditions may not be evident until the origina )ofing system is removed. Ponding conditions should be corrected. Yol/-6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if verflow scuppers (wall outlets) are not provided. It may.blel necessary to install overflow scuppers in accordance ith the requirements of Chapter 15 and 16 herein and the Florida BuildiNg Code, Plumbing. �. Ventilation: Most roof structures should have son'te ability to vent natural airflow through the literior of the structural assembly (the building itself). The exist'iftg amount of attic ventilation shall not be :dked. kkception: Attic spaces, designed by a Florida-liceAWd engineer or registered architect to eliminate ke Aftic venting, venting shallnotbe required. wher's/Agent's Signature: Date: 12 13 / (� ontractoVs Signature: Permit Number: roperty Address: • • • • • • • , tf � ►z M ; •-• . i I :U: r■■ii■lii i■■l■ ■■ ■i■ ill wiw■■w■■■ll■■■■ ■iw■p lM ■ i■ll■ ll■ i■Iii■l■ r■ll■O■iiCiriC■ ■ Ci■ C ■C■■i■wllilisiiil�CC.aiCii■CC■C■■l■CEE"'Cl■liii r Oman, 00 ■■■ /1�■�■w■C■�i77?■7■�ar�iM�rim ORION■ii■■■i■■■■i■ ■■�■■iii■iC■ l■an, ■l I ■ rrr��r• V.11r fl111i1i n� � R wiiM■i■illiili■ ■■ ilii ■ilwi■li■ r■■iiiiiC �ICCEilwlOWN■ir Olin %al�l■0■Cl■�ri■/ i ■l�■i iiiE� C■■■il iilM■ ■r r ■lwi■ ■ ill■OWNI•i!/�11ip lCllrar . ■il•CCC�iI' rr "IIC:E:m' l ':CC■CECIL■■Eir rC CC iEi ■■■C■ 'ECCCC 'CCl■a ; lir CE C i C■ lwC CCCC Ci IE■■Et■aE::C ��CiC■l In '"r■� CI'CCI'rii�■ioC ICCCCCEC CiCiw■CCCM■IICC lr' aim r 11 llCCwwwCll rE lir ■C�li■rlr�■ ■rC ■IrlaNJl� CC' CCCC' C sCC CCCC'C'CCCC' r... ii■ l.i■i. �IC�I■. ii'.I■CEIrCECC inE■CEG E CC■CE C C 'CC rliililCCC'CC CCC rri%rN'llC t C Iwl � Cw■l �l iw■iEw ■Ilii IN ■■■ ■■■ wl w r ■i ■ lli■la■ r■wCl■ il�w lrw�:�C E ■ Is�I f■�C Ccr;71■ iii■ Ci■C■■ll M lCr'll ill■ :o EEC°CEEEC Es'm� ■ .�iCCA �i�EC■ E'ECCE�Cr� CCCCC ■ C C CLEC CC r■ ■ ■ ■ w ■ ■'■ w■ IN w.1 iM■ w ■ i l f l ■ w r r rr-� .� ■ ■r ■ ww ■ l r0 EC C C r C �a-fib 1 � C■ Cllr �E ■ ■ C CC■ECCCC C vol Big ■l EC'�. C■CE. .0 L C iC wE wuE ■C.Ci CICi i0C CECCC CC CCC BCl w i.Cl .■wr=r .. �i E.CCwCC.C� C Cir■E X10 ■.Ci■CCCi. i C w CC' C'Cii; CplE'rC■CCEC MI�CC ii'n ■ on no �CEC CCC' lC 1'rCC r IiiC■C:CiCC ' C C C�''CCC C' oil on CE ■■ ■■ i CEE lCr CCC ' C CCC ' Ei■ ' ` C'S■ lC■Ci.Clii CEC" : '•: iC 'C' ■ ■ `rl■ .■l wliwi■. �' '°EEC ' ■E .� EEo � g;:aC EEE�eCEEE�EE EEE 'Cw C■ SC■ �. �...rrlt'.� .w■ . l■l��l■ ill ■■Mw ■ M■ I/ irl ■ ii ■ l ■■■■i■■iww ■IM �0401 E1 " C '� "� Cli■■ �j .C.C■ GWNW- ■ - i� N""W..EC .rr .0 milNr�.. it C mo ■ ■■liC ■ lw CMC lir amrC11H, I .. w ■ luC www■l i w l C} liCl�. ■i■ ii . .M G■ i■ ■Cw �■■ lC liw iE wC l ■ �rawa NlWrL_' � �'.1CCC■ �ll ilC�'C_C ■w�C CCCOCC �C■M■ lCEwliiEE ■■ - rrrr'�' lw ■ ■ ii ■ w■■ w ■ CCC.��_■GfiR ILIA.-ins HIRS1 � r:-- an "a Ew C ■■CEE■EC■ IEEC"CC CCC CaG ■G- ■�r�r `--" �`rHIRS1 ��•-L-31 a•� .'�■. E�l ■wC ■.� w C C'. CC C ■C'�r'■lw■ ■oG wG rti: — i ■ CCC EC'E G 'C C� CE r'iEICCIC __ C. i E � ■ rrr■l■lC■ M■■ECiC ■'■ CCCC ■■CEiE sCCE■iC E■ 66■ECE :C■ii rl1��-,�,3ia�.,r�rJ�orc1��1;l�riwrm t.•F�"�� CC•w■�C��w,a� ON ■ i 0. Y � CJIM ON MianC ��■��Sri T. - -- I w Z Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: /Z Minimum Design Wind Press res,If Applicable(From RAS 127 or Calculations): P1: 7 P2: �� 3�P3:a O� Maximum Design Pressure Product Approval Specific System: a Method of Tlle Attachment: of • .... Steep SIODed System Description ...... .... ...... Deck Type: /"* � �, •••• • �p .... ..... ...... .. . ..... Root pe.. TYpe Underlayme t. o f of . . . . ...... 12 L . ........ Insulation: 00 6 i....: .. . ..0 . . Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: Adhesive Type: Type Cap Sh t: ii0 LQs 3 liP f S Roof Covering: Mean Roof Height:�°-'' ��1LU77/7 t� Type&Size Drips Edge: �� I Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from K.If the M,values are greater than or equal to the M, values,for each area of the roof,then the the attachment method Is acceptable. Method 1 "Mnment Based Tile^-1-1ons Per RAS 127" (Pt:AMG: M, �/� Product Approval IIAtz`r 14 � ' (P,:I . ' ,\LALLC&0 Z, " -M%: 3=M,a D�. 3q Product Approval Mt • (PA05 V.x A =JZ,"-Mo: � TV � M,sZS Product Approval K Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mt Reqquired Moment Resistance' Mean Roof height—► Roof Slope 15' 20' 25' 30' 0--3 2:12 34.4 36.5 38.2 39.73:12 32.2 34.4 36.0 3T.44:12 30.4 32.2 33.8 35.1 5:12 28.4 30.1 31.6 32.8 �••..6:12 26A 28.0 29.4 30.5 • •7:12 24.4 25.9 27.1 28.2 •e•• •••••• • 'Must be used 1n conjunction with a list of moment based the systems endorsed by the: • : . . ....:. Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compare the values for P 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 the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127” (P,:_x 1: __,x w:=_)-W:,_x cos 0 —F,, Product Apprcval F' (Ps:—x 1: _ x w:= )-W.„x cos 0 =Fn_ Product Approval F' (P,:`x 1: _ x w:=_)-W:_x cos 0 F,, Product Approval F Where to Obtain Information Doic-ription Symbol Where to find Praswe P1 or P2 or P3 RAS 127 Tattle 1 or by an engirwroV ant prepared by PE!MSW an ASCE 7 mun 4001 Kw9m M Jeb sits Roofgive s Job She Awognarsx QUAW a Pro"Approval Remoft Mwoent due to 0 ty M, Pro"Apptova Attsennlsnt Remimm Prod o Apwaval Rogwited Blond Rssistanoa M, cawated Mfnmasel AttsdufwMl Pasha nw P Prpdyu Approval RUpE Reams F. CalaOated Average TUe woom Piro"Approval Til,Oimpgions w•WW" Prpdytl Approval AM caloulsbo s must be submht d to the Bukft 0trelal at ttp onm of pernO -melon. T MIAMI-DADE COUNTY PR41PUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT.AND REGULATORY AFFAIRS(PERA) t r80S SW 26 Strep.Roos 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 r(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WWW.rn1frmidad"M1&era 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 PERA-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 wanner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,WCWII y.or suspend the use of such product or material within their jurisdiction. PERA reserves the right to-revoke this,•. •o acceptance,if it is determined by Miami-Dade County Product Control Section t)lat this proodt t or matetfalftis to •••••• meet the requirements of the applicable building code. 696966 • This product is approved as described herein,and has been designed to comply with the Flo.-W&3uildin%*CWe ..... including the High Velocity Hurricane Zone of the Florida Building Code. ••.•.• .. .. .. .. . see*:* DESCRIPTION: Barcelona 900 Concrete Roof Tile Goes.. • . . . . ...... FLING: Each unit shall bear a permanent label with the manufacturers name or logo,cit Gstate ana following ;.... statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein!• • 000:00 • GG e 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 Oficial. This renews and revises NOA#07-0220.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NCA No.: 124222.02 EspiraVon Date: 04/26/17 Appre. al Date: 04/19/12 Page I of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Tvoe: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Bora] Roofmg LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Almucant Dimensions Specifications Description :000:0 ...... Barcelona 900 1 j 17" TAS 112 High profile, interlocking,dwpiece,'S' e s e e •• W= 13" shaped,high-pressure extruded concrete roup•• ••••`• %2"thick tile equipped with three nai4kol4•For direct, �••••; deck or battened nail-on,m ohanit ally e• •0• • ' fastened,mortar set or adhesive%tt applications. ...... •• • •••.• Trim Pieces Length: varies TAS-1 12 Accessory trim,boosted Ba�glq�,concrete • Width:varies roof pieces for use at hips,r4kes',rites aqd ....:. varying thickness valley terminations manufacjured for eacl=tlfe o profile. ""�• 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix Ili TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails Redland Technologies Letter Dated Aug. 1. Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) NCA No.:12-0222.02 Expirav►n Date: A4R6/I7 Appre-ul Date: 04/19/12 Page 2 of 7 Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc, TAS 102 (3" Headlap,Nails, Direct Deck,New Congmetion) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4" Headlap,Nails.Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 199•'• System : .•. • Walker Engineering, Inc. Evaluation 25-7183 ....March 1 X93•• •••• • Calculations ...;.. • Walker Engineering, Inc. Evaluation 25-7094 Ye*bruary i�.. • ••••• Calculations "" • Walker Engineering, Inc. Evaluation 25-7496 ..••April 19;6-*-* "'•" Calculations ...... • Walker Engineering, Inc. Evaluation 25-7584 December tWe • •• Calculations 25-7804b-8 *00 •••••• 25-7804-4&5 s• • •• • • • •• 25-7848-6 Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 tanoeoo� NCA No.:12-0222.02 Expirat'on Date: 04/26/17 Appre'ai Date: 04/19/12 Page 3 of 7 r. 3. LimiTATliolvs 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 the applicable Building Code. 4. INsPALLATiON 4.1 Barcelona 900 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 :066:6 6 6 6 666666 Table 1: Average Weight(W)and Dimensions (I x w j 00 00 006 6 6 0000.. Tile Profile Weight-W(lbf) Length-I (ft) WWtIvw(ft) 6 0000.. Barcelona 900 11.5 1.417 moo " 8 00 • • 6666 6 66666 6 6 Table 2: Aerodynamic Multipliers -X( ) 0 6 .. 60 0 00099 .. .. .. . 000060 Tile X(ftb Rty6• •• Profile Batten Application Direct DeA 4licatiQpO :. '•6 6'• Barcelona 900 0.289 4 319 0 :0 6.6. 6 0 0 Table 3: Restoring Moments due to Gravity-1V%(ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12"or Profile greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct goo Deck Deck Deck Deck Deck Deck 7.28 1 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.:12-0222.02 Expirstian Date: 04/26/17 Appro—al Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a moment-Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min W32" (min. 19/32" plywood) plywood) Barcelona 900 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 20.7 20.7 18.1 248 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) . 6666.. Table 6: Attachment Resistance Expressed as a Moment Mf(fE+l .6• •• for Two Patty Adhesive Set Systems 690:6C •946a :0000:••'•. Tile Tile Application Minimum chmlent ••• Profile Rance 666 . Rance : 000 6666. Barcelona 900 Adhesive 6 42631 •• 00000 00000 •• 1 See manufactures component approval for installation requirements. 609660 • •0 2 Dow Chemical TileBond Average weight per patty 10.7 grams. • • • :0000: Pol oam Product Inc.Average weight per 8 rams. 0000" Table 6: Attachment Resistance Expressed as a Moment-Mf(ft bf) •.. for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Polyfoam PolyProTm 66.5 Polyfoarn Po roT" 38. 3 Larae paddy placement of 63arams of Poi ProT". 4 Medium paddy Placement of 24grams of PolyProTu. Table 7:Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance 8amelona 900 Mortar Set 24.5 5. Tile-Tice Roof Tile Mortar NCAA No.: 12-0222.02 ExpiraVon Date: 0426/17 Apprcv,al Date: 04/19/12 Page 5 of 7 G 1' 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". LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS0 :006:0 0800.. 6.1 Application for building permit shall be accompanied by copies of the following: • "" ' 6.1.1 This Notice of Acceptance. 000060 0000 0000.. 6.1.2 Any other documents required by the Building Official or applicablie'di2ilding code :0000: in order to properly evaluate the installation of this system. ."". :••• • 0000 . 0000. 00 00 ♦666.• • • 0 6 • • NCA No.: r 2-O22LO2 Expirat°oa Date: 04/26/17 Appre-al Date: OV19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK 35/$" 17 1..;y... 13 • . • *see:* -�r' • • . - • " Or._..... - . •. . •goes• •• UNDERLOCK so:* :*Goo: see •••. . e . s g BARCELONA 900 CONCRETE ROOF TILE • • :60000 •e•••• END OF THIS ACCEPTANCE eggs 900:00 ss NOA No.: 12-0222.02 Expirst•on Date: 04/26/17 ApproE al Date: 04/19/12 Page 7 of 7 MIAMMt EMNEWI. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Strew,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade eovbera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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 PERA-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 perfor"irl: the accepted manner, the manufacturer will incur the expense of such testing and the AHJ?naX%nmediately 6006:0 revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA re$erAs the IiVf•. • to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that t OUproducf bt• •••••• material fails to meet the requirements of the applicable building code. 000000 • This product is approved as described herein,and has been designed to comply with the Florida Building Coda...:. • .... . ..... . .. . including the High Velocity Hurricane Zone of the Florida Building Code. ..... ..... .. ESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 .. .. . ...... :00:4:� '. LABELING:Each unit shall bear a permanent label with the manufacturer`s name or logo,city state and fol;.%q?Jg• ....' 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 follo%yed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shill 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 and revises NOA* i l-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NC'A No.: 12-0228.18 M�►M►aauane Expira*.`on Date:05/10/17 Approval Date:45/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descri tion Specifications • 0000.. 3MTm 2-Component Foam N/A TAS 101 Two component polyurctha�na•foam adhesive ••'�;• Roof Tile Adhesive AH- • 160 0.0.00 0000 000.. . 0000.. 0 • • Foam Dispenser RTF 1000 N/A Dispensing Equipment 0 0 0 0 •••••• Dispensing ProPack0 30& 100 N/A i ''" 0 ••••• �Npment • 0000:. 00000. 0900:000 .. .. .. . 0000.. PRODUCTS MANUFACTURED BY OTHERS: •••••• 0• • Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA.whicb list mcpev• 0.0000 resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-1600 0000 :0009: roof file adhesive. 0 •• . MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: PropeM Test Results Density ASTM D 1622 1.6 IbsJft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F.,2 weeks +6.0%Volume Change @1587., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA NO.: 1: 10.10 �t c Expiration Date:05/03/10/17 Approval Date:05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency TettIdentifier entifier T_est NameMeport Date Center for Applied Engineering ##94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 . 01-6739-062b[1] ASTM E 84 01/181950' Trinity Engineering 7050.02.9 -1 •••••• TAS 114 '..' : 03114!86.. .• • ...... .... ...... Celotex Corp.Testing Services 528454-2-1 TAS 101 ••• •• 10/23/98• 528454-9-1 .... •••••• 528454-10-1 ....' �••••• ..... 520109-1 TAS 101 ••;••� 12/2$/98G•• ••:••' 520109-2 •• •• .. G Gees.. 520109-3 •••••• so 520109-6 0 • ...... 0..... 520109-7 . . %see: 520191-1 TAS 101 00 ' 03101/99:'. G • 520109-2-1 •• • LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3Mrm 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. S. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. W '2; MS NIDA No.: 12-0228.18 p Spiny Expiration Date:05/10/17 ®® Apprc:+al Date:05/10/12 Page 3 of 7 INSTALLATION: I. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3M1111 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTm 2-Component Foam.Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between.l.0-1.13Z1AI'i.0 ...... (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determinet-w calibratiom.Vo • other settings shall be approved. 860:66 000000 *see:* 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-]60 shall be applied with Foam Dispenser'RT7I000 or' • ProPack®30& 100 dispensing equipment only. •••• ""'' 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently-to!"Ught, 0..o ,.;,,• & Tiles must be adhered in freshly applied adhesive. Tile must beset within 2 to 3 minutes a1ier3MTm 2-••• •• •••••• Component Foam Roof Tile Adhesive AH-160 has been dispensed. :00:6: • .' 9. 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum weight 6906:6 patty e�gh shalt be Of•••• accordance with the'Placement Details'herein. Each generic tile profile requires the specffa 0lacement siowd ;•••• herein. • Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Mn.(grates) Fla Low High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17/side on cap and 34/pan N/A Flat,Low,High Profiles #2 24 N/A Flat,Low High Profiles #3 8 NOA No.: 12-0228.18 W==U.D= NW-M Expirat'on Date:05/10/17 L Apprreal Date:05/10/12 Page 4 of 7 LABELING: All 3MTm2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nd thm1h oadc Rd"h plastic cement P*Y*N*Tdo) .... 10 in. see 2 Ean Com F"Cif Esare.ee Fascia EawWMddr. Em mme w4r. ld0edawn1 0 Ea OMMSOON KsepagaMappm • 4 hL-P h.W=Owa 4 h up(MM WROWU I Nall WCUP plask tunm i)Place tw*lemd"(*U*w Mon aw(hW Psn go W*Owl,opkem a4pt►uosghpisstkammi o 1ToI UL Fre rom outfift Wp of om tk ,il in Then WIWI ft WL Ui&d1ft)Wr4 hop Frim top diluem parlim Idwtto seoocdwarae of WDOL *Mend adf op" P"and am P41*up moft to Al an bL ft"win WnPb* Fos* immucedavW NCA No.: 12-0228.18 MWH ADE Expiration Date:05/10/17 • Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEXENT DETAIL 2 SLNGLE PATTY oA Pa�eeantoet Pl ft Mouth Tb) Nad through Pantie eemorA . Paa�teat�nTNef 1 urn 1(n �in EmCo.ru � • 0000.• Faua • • • ►tom 0000.• Wap6�e • • • EmCoeree •• �••••� Eavt]oam •..• 10 • 0000• 0000.• . • •• • 00000 ftu ttuogh pastle eanent PWY(OMO Tta) • •• •• 0006 ••• •••••• �. 0000.• Uetlerayrtent • • s • • • • 0000.• • 0000•• • • • • 0 • • • 0000•• s• • 0060 • 0 1 WE i fa Ease Chnure Era Cam Fssda NCA No.: 12-0228.18 Expiration Date:05/10/17 t Apprc val Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL Z I SINGLE PATTY thrimh Pic caaau hoy f mull Tile) wa through vie•tk ce+•eM mWerey"ll F**memlam rdo 1 Q � 7 In. , 2 hL 7 / i"12 fa breCo.ae . • w 000.0• • Fuda • • �� 0000•• wam%a.COON • • rales Clawnr • • • ••• �� 0000• 0000.• • • •• • 0000• Ntp through plastic eansea Paddy(geneuh TIME •• •• •. • •••••• 0000•. • • • Uaderlayme� • • � 0000•• •••ose • • • 0000• •• • 0000 :0000:• • • • • 7 in. bre Closure bre Caom Fascia NCA No.: 12-0228.18 Expiration Date:05/10/17 a Appr<val Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nag dvough plaodo dent (between ale) Nail through pl wdc cerwa 314114 under the • Umieriayment Slf*Paddy betww tie Pi' (under tW) I 1 in.x 7 bL mod= 1 ,rte slte pa�eava SinQ tx 3 Tn under the in.x 3 in. ply on 2 in. 4 in. 4 in. 2 in. • paddy 1lYmnent 00 under• Q �ymQnt � Eaw course on to le • •• S�iepWdy •• • bt X l lit medium •••••• on top of file siw Paddy em Ccutaa • Eaw down :0000:• Faxia aurae*Aly ••.• p� :••••. • • •..•.. 9:06 Nag dmrough pin&ceamew g e pe y •0:00:• •• • ••i.•• undardle aniftP ' •. •. �.•••• •..•.• between tile •.•••• • j31n.x 3 in. 41n. Sime Paddy anundadayment 2 n. on top of file cwre 2 6t x 7 ht medium Ean Cc I= Fasi�paddy ears course only END OF THIS ACCEPTANCE NCA No.: 8.1 r qu Expiration Date::05/103/10/177 Approval Date:05/10/12 Page 7 of 7