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RF-13-2142 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204574 Permit Number: RF-9-13-2142 Scheduled Inspection Date: December 24,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: , Work Classification: Tile Job Address:580 NE 106 Street Miami Shores, FL 33138- Phone Number Parcel Number 1122310140170 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments RE-ROOF TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-199645. Missing weep holes Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 23,2013 For Inspections please call: (305)762.4949 Page 16 of 21 Florida International Engineering and Testing Lab LLC FelsEe 16701 SW 117 Avenue, Miami,FL 33177 FLORIDA INTERNATIONAL ENGINEERING Telephone:(305)378-1991-Fax:(305)378-1997 VESTING LAB INSIGHT•INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 ---------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: -„� Job Address: E)® "-P t® 6 S-r. KA 1 Roofing Contractor: ® ® LA Permit Number:.K-Fl • 13 C A-7 Type of Tile: 3 VL Approximate Roof Height: feet Slope:— - Approximate Sq re Footage: T1 $0 e> ft2 Type of Access to Roof: Ladder OtherRequired Testing Foe: 35 lbs. Testing Equipment: F.O.E. 0x Shim o Instrument Date Installed: 1177-41,1 Date of Inspection: ) *z-1 LA 113 TEST RESULTS P=PASS,F=FAIL Test Peril Test P or F Test P or F Test P or F Test P or F Location Location Location Location Location 1 .A— 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 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 1 37 57 77 97 18 1 38 58 78 98 19 39 59 79 99 20 40 60 80 1 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION ®®®1aere®rj8 Perimeter Width: ft RESPE®6` U;pL11ED BY: Area Units or W No.of Tests ,,>`Q? G E'IV Perimeter a � '��` �' F•.°��' ®® •°Sty No 63107 Field = r Corners Hips&Ridges 'Zoo t V A og MT)�3a)�a�r�s 64 V ?zf j4 13 Stat°��•"`SS° °� 7 ®s®®`®0 N A` s 1 - f ' •s //////■iiisiii■ii�iiiiiiiiliiii�ii■,iiii ■// /ii■■i/i'i/i/■/!■/■/iiiii/■i■/�■■■■■■ ■iii■■t/iii//iiii■i■iii///iii■i`i■■■■■i■■ ■t///■t i■ifiiiiiii/iii/lii/i//if�i■■■■■// ■ii/■i■■/■�/■/�i//��i//!i/iai■iiiiii■/■ ■■//■■ii■i■ii■ii■iiiii■iii//■■■�■it■■■■L�1 //i■■■�'/■iii/ii■i�iiiiiiiii//!///i■■ii iiiii■■t■//■i ii/iiiiiiiiii■iii/■ ■/■■■■ ■isiis■#!l/ii/fT��liil■siiiiiii�iiiliiii//■ ■■■■■■ lei►=!'■!�■/ 'i■■i/■ii/■/i!■■■■■■/■■■■ !//■//il�/�'G�/��L1■/////ii//iiiii■■/i■/// ■■■■■�■11■iii/iii■i■i/�/■/////iii■■■■■■■■ ■■i■■i■1■iiii��' iil:�iliiiiii■iiliiii■iiiii■ ii■/■S■1�■l�ii!��"`,i��i■■iif-,`li■■i■iii■■■■i■■ ■iiiii■f■■iiiL"" /l��i/ii.�/i`�E/iii■iiiiiii■/■ iiiii■■I■/■/i� �n7i■i■iL�■■� } ■■isii�'�;ii■■■■ �■■ii■�s�■■ii■��i■i�Ziiiii�.�/■■■�/i1r��'�i■■��■ iiiii■��■■�r�■��."I_ ��■��.�■■■��■ ■■>■■iil■■NONE MA49 /iM"/i■i■/NI13I■/■■NOR SEEM ii■ii■■lii i■■'f .a y/■a� ■imL U 20:<01/i■!L '1■■i■ t///■//1■/�Liiiiii■i/'�%iiiii'�iii!7■■iii//i■ ■■/■//■I�■■[�'-.�'dpi/il�iiii'�i■i'i■iii/L!�■�,■■■i■ iiiii■i�Ri�1s:` i t�iiL�iiii.''iiiiii�ii,'�`�fiiiiii ■■■■■■t3'i■iii lti#i1■■i■'i�■i■i/■ii• lli■■■■■ iii//t/■i■/i/l!�il�/iiiii#ii'C-s�,°iiii��l"'''it/■■r ■if«iiiiiiiiiii�i■RiMAiiiii/iii/fisii ■■i■■i_i_■iii#i/iii/i//i�1�1■/i■■/■//■/I■■/i■ ■i■■1■■■■!■iiil■iiiii ■■//■/i■i/i!i'■/■ isi■■/`■////■'ii/iiiii■/ii/iii■■/ii/■■■/// �5H�REsD� Miami Shores Village Building Department •�°�" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# t �� 'nZ `cpL- DATE: rol i-o I INSPECTION AFFIDAVIT I ja&OD (&ad ) licensed as a(n)Contractor/Engineer/Architect, (Print name and circle Ucense Type) FS 468 Building Inspector License#: k-lk� d On or about 1 a *,60 "v" I did personally inspect the ro �eckn and (Date 8time, �(� N /0to - Secondary water barrier work at b (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) Si na Ae 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 10 day of 00` Nary Public State of Florida Sandra Dee Hart My Commission FF 010844 Notary Public, Sate of Florida at Large aL ova Expires 04/2112017 *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#dearly shown marked on the deck for each inspection Revised on 5121009 Miami, ores Village r Building Department (,FP 0 6 013 r 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 ; INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 to BUILDING Permit No. PERMIT APPLICATION Master Permit No. re Permit Type: BUILDING ROOFING JOB ADDRESS: ® /V l y l0 �� City: Miami Shores / ,ems County: Miami Dade Zip: Folio/Parcel#: / V!/ -? -0 q i5T Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): -::3_ftV14 LZ0NCS Zi-C Phone#: 3 05"670 6 °?oZ-00 I, Address: 0�'� 8,� -BLVD *-?T7, " M EL 3 City: State: Zip: Tenant/Lessee Name: a� Phone#: Email:._*&ij CONTRACTOR:Company Name: Y��Cs✓ � � Phone#: �'/ 2— P Y Address: 1 A) &7 17 City: A4 - S te• Ir Qualifier Name: � ✓! c, l eAj wl Phone#: 3®,__2 Q64 State Certification or Registration#: 3 D ( Certificate of Competency#:----Contact Phone#:,*�29�&i Z� Email Address: d b eN o u rroD -i h? Q -C rx, , DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ o°; 1 L1(1 0 Square/Linear Footage of Work: 3 3 Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace / ❑Demolition Description of Work: e r'b 0 C� 't�� h //` -1C 'p/o�D/ 0"o Ttj - Color thru tile: wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwFeeswwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fes;$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$o > Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 0� Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit Lt all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understan t 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$2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not roved a reinspection fee will be charged. Si ature Si gnat e /� >m � Owner or Agent Contractor The fore ping instrument was acknowledged before me this The fore ping instrument was acknowledged before me s day of ,243- ,by 5X a4�6`A Ge t2. day of >20c-",by X4me-> D 0�r—x®ie who is personally known to r who has produced who is personally known&o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si �� Sip:. Print: G� �1� (/ Print: rlLe C/ My Commission Expires: My Commission Expires: CATHERINE A.0�� ate®} ,NH,k sk,kk+l,k+kk$� +1�IB�°m,N��,bwd,k„ue •l F RfNE A.Dip `� Y Comm.Expires Apr 18. s; Notary Pubk-State of APPROVED B «�••• Commies P s Examine ?N M .--F Zoning nl ugh Nationat Notu As ';�fill,1;`:•`'� Commission#FF 841 f G Through Nation Notuy Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) i 4 1111111 Hill 1111111111 M1111010111111M • CFN �C�3RCl734677 OR Sh 21��t t'gs 3680 - 368�rs Upas) $�rer�hv a►sd n�„ +.. RECORDED 09/16/2013 Mums P O W P r e ft Esq. � HAEVEY VTAIN T90 000 OF COIAtT AttorPram.sw MIAMI-DAOE COIIFiTY, FLORIDA PeterPrevitl,Esquire -M5 Saaset Drive Suite 210 1Mlam4,FL 33143 305-662.9504 pile Number; Sibsuste to Gra Will Can No.: PmcelIdeat ad(ftNo.11-2231-0]4-01'10 3paoe Above This Lana For Rocadiag Dadr Warranty Deed MrAMORY FORM.SHCT"fin.A F.S.) Phis Indentm made this 4th day of September,2013 between.rare gibe is S80 NE 106 Street,Miami,FL 33138 of the County of Mkini-Dade, S u of Plo��man whose post office address LLC,a Florida limited liability company W11080 Pod of Florida, ice address is IMS B6sea a Boa�tori,and Java Holdings, FL 33181 ofthe County of Miaml-Da 1'1° r di(1877,North Miam . grantee , Wxd4�seth that said grantor,for and in conskdetntlon of the sum of TEN AND N01100 DOLLARS($10.00)ad oti, h and valuable coow to said grantor in hand paid by said grantee,the rec�oipt whereof �,acknowledged, Wanted, �$la ad Miami-Dade County, lorJ4 to-wit s heirs and assigns forever,the following{dm1bed Md, �� da,to-wit Lots l d 2 ,Block 110, MIAMI SHORES SECTION S AMENDED,according to the Plat thereof recorded in Plat Book 10,page 47,of the Public Records of Miamt-Dade County,Florida. SubJe'd to taxes for 2013 and subsequent years;covenants,conditions,restrictions,easements,and limitations of record,K any. and d pu nor does hereby fully warrant the title to said land,and will defend the same against law&I claims of an persons `"Grauer''ad°Granted are used for singular or plural,as ooMW raquh=. In Witness Whmof,grantor has hereunto set grantor's hand and seal the day and year first above written. Signed,sealed and deli M our preseuce: Jaime Sr ante tloub[eTtmeo i Book28822IPage3680 CFN#20130734677 Page 1 of 2 OR BK 28822 PG 3681 LAST PAGE j State of Florida Cm*ofmamiQuic MW foregoing kWmnft w" mcknowledged b0lbre me this 4th day of September, 201 peraonsny known or P9 has produced a driver's iiaeose as idea 7aime Mb M% who U is i [Notary SeanT G n a/y-- ame; *� MAMMWM My Commission EVIres: WOOAM1SSIOh{tEE13 41 ' t f I t f i f i t 1 J f f I # r I WA"w*D"d(5l MOMFvr4.Pegs 2 DoubteTirr►e. Book28822/Page3681 CFN#20130734677 Page 2 of 2 I Detail by Entity Name Page 1 of 2 a " h E i p A�.hl 1�4 Detail by Entity Florida Limited Liabligy Com an JAVA HOLDINGS LLC Filing Information Document Number L04000003310 FEUEIN Number 200597202 Date Filed 01/13/2004 State FL Status ACTIVE Effective Date 01/13/2004 Principal Address 12555 BISCAYNE BOULEVARD 877 NORTH MIAMI, FL 33181 Changed: 03/20/2009 Mailing Address 12555 BISCAYNE BOULEVARD 877 NORTH MIAMI, FL 33181 Changed: 03/20/2009 Re Istered A ent Name&Address DUARTE-VIERA,ANIBAL JESQ 835 BLUE LAGOON DR, STE 200 MIAMI, FL 33126 Mana er Member Detail Name &Address Title MGR GRABER, SHANE 12555 BISCAYNE BOULEVARD#877 NORTH MIAMI, FL 33181 Annual Re ort Report Year Filed Date 2011 01/18/2011 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail/EntityName/flal-10... 9/23/2013 4118/13 Miami-D My Hans t w k My Home MIAMI DBE Show Me: Proper! hbmWo�n R � Legend a,�="• „ate`° ��` �.,' 7' - Search By: � 1 Property Boundary Select�em }` � � '1%' 4� �rF� ru:• Selected Property Text only ` r 1 Property Appraiser Tax Estimator, �:, Street 9 _Property Appraiser Tax Corr�arison �. �y �� • � � �' Highway Miami-Dade PortabMty S.O.H.Calculator xF County ,s Rx Water Summary Details: - olio No.: 11-2231-014-0170 roe 80 NE 106 ST E Mailing JAIME SIBAUSTE �,_ -• W+ Address: 5 80 NE 106 ST MIAMI SHORES n ta`1 �zr 4k 3138-2046 N Pro Information: f a Y• " Primary Zone: 1000SGLFAMILY-2101 � 300 SO ' H - LUC: 001 RESIDENTIAL- INGLE FAMILY BedsrBaft /2 oom adal Photography-2012 0 112 ft ivin Units 1 d Sq Foots e: 2,126 of Size: 12,464.74 SQ FT ear Built: 1949 My Home I Property Information I Property Taxes D PL MIAMI SHORES I My Neighborhood I Prooerty Appraiser EC 5 PB 10-47 LOT 1 &2 Home I Using Our Site I Phone Directory I Prlvacv I Disclalmer Legal Description: BLK 110 LOT SIZE 102.17 122 OR 17383-1592 109 w,s 1 OR 17383-1592 1096 00 Assessment Information: If you experience technical difficulties with the Property Information application, ear: 2011 or wish to send us your comments,questions or suggestions and Value: $123,558 55i please email us at Webmaster. uildin Value: $147,772 $82,900 arl®t Value: 1 3 .458 Web Site ssessed Value: $144,499 140,291 02002 Miami-Dade County. Exemptulo n Information: All rights reserved. ear: 2012 2011 Homeste d: $25,000 $25,000 < nd H m stead: YES YES Taxable Value Information: Year: 2012 2011 Taxing Applied Applied uxing y: Exemption/ Exemption/ Taxable Value: Taxable Value: e ionai: $50,000/$94,499 $50,000/$90,291 County- $50,000/$94,499 $50,000/$90,291 i . $50,000/$94,499 $50,000/$90,291 School �5.000/$119.4A9 95.000!$116.991 gisims 2.miamidade.go4myhorrte/propmap•asp 1/2 ` Notes Miami shores Village �.� Building Department 10050 N.E.2nd Avenue p � 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: y 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: Property Address: 1 VA'l d�� ® F Roofing Permit Number: Dear Building Official: ��P L Q I y - Gag certify that I am not required to retrofit the roof to wall connections of my building because: The 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 edi o of the South Florida Building Code(1994 SFBC) A Signature Print Name �� °'V �� State of Florida County of Dade The undersigned,being the first duly swom,deposes-and p says that he/she's the owner for`the above property mentioned. Sworn to and subscribed before me this day of ` 3 CATKW A.WJW �,,,,PMv pL�'�•i Nowma Notary Public, Sate of Florida at Large :�= Notary •81 52017 • My Comm•EKWN � 15 �`s. ' Cortanisaion • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00, ths'brjtV�es SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hu a Revised on 5/21/2009 t ' SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING . CONSIDERATI ONS I R4.1 Seope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to P . . g Pe explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Banding Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the tnent between the owner and the contractor. The owner's initial in the designated space indicates that the t $been explained. I.Aesthetics-workmanship: The workmanship provisions of Chapter 15(High Velocity Hurricane e)are for the purpose of providing that the roofing system meets the wind resistance and water intrusion p ormanee standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions. A he' issues.such as color or architectural appearance,that are not part of a zoning code;should be addressed as f the agreement between the owner and the contractor. i .Renniling wood decks: When replacing roofing,the existing wood roof deck may have to be e fled in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida 1 ng Code. (The roof deck is usually concealed prior to removing the existing roof system* 3.Compton roofs: Common roofs are those which have no visible delineation between neighboring (i.e.townhouses,condominiums,etc.).In buildings with common roofs,the roofing con_tractor and/or o: r ould 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 A m below. The owner may wish to maintain the architectural appearance;therefore,roofing nail p lions of the underside of the decking may not be acceptable.The owner provides the option of m.i ing this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may oa a ater to pond(accumulate)in low-lying areas of the roof. Ponding can be an indication of structural di ess and may require the review of a professional structural engineer.Ponding may shorten the life e ctancy and performance of the new roofing system. Ponding conditions may not be evident until the original r ystem is removed. Ponding conditions should be corrected. 6.Overflow scuppers(wall outletsy It is required that rainwater flow off so that the roof is not oV d d from a build up of water. Peritneter/edge walls or other roof extensions may block"discharge if 0 ow scuppers(wall outlets)are not provided. It may be necessary to install overflow scupper,in accordance w th t requirements of Chapter 15 and 16 herein and the Florida Building Code,Plumbing. '1~.Ventilation: Most roof structures should have some ability to vent natural airflow through the in r the structural assembly(the building itself). The existing amount of attic ventilation shall not be red .ed. Exception: Attic spaces,designed by a Florida-licensed engineer or registered architect to eliminate the attic venting,venting shall not be fired_ gwniesTAgents Signa�t ire;; Date: / I Contractor's Signature: Permit Number: Property Address: B �; � SEP 2 3 48- Miami Shores Village A. PR0AILSD BY DATE I C 0 1 7 P, T IG DEPT -- CT TO COMPLIANCE WITH ALL FEDERAL n ;Y RULES ANn RF_GULATI fdS 3 -- Z r ' 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 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 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 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other 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 "`F28 4. Other Component of 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 Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) Master Permit No. Process No. Contractor's Name CJ /� Job Address �D ��, yX�Z �/��F/ ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ 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) Steep Sloped Roof Area(SF) Total(SF) 337y 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. 1 15.34 r� —`2010 F$RIDA BUILDING CODE—BUILDING ROOT`ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: ';3�24 L c Notice of Acceptance Number: 'I - -0 Z 22,.o 3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations 1• S� �� P2• �� P3: Steep Sloped Roof System Description Deck Type: Type Underlayment: R Slope: - - 12 ------- Insulation: Fire Barrier: [Ridge Ventil tion? \ Fastener Type&Spacing: Adhesive Type: Type Cap Sheet: Mean Roof Height: Covering: . \ a Type&Size Drip Edge: 15.36 2010 FLORIDA BUILDING CODE—BUILDING • 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 tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.if the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. Method I" oment Based Tile Calculations Per RAS l27" (P1:.� 1t_L t G=171 6 Mgo �=MrI to3�/ Product Approval Mf,7�v•,7y (PZ-7� 7x��,?•Y )-Mg: --• =Mr2' ' (/ Product Approval Mfwo`� (P3:��g' z A• /1/ 3 ' )-Mg:�o� =A r� Product Approval Mf� Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mr required Moment Resistance' Mean Roof Height-� Roof Slope 15' 20' 25' 30' 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 32.2 33.8 35.1 37.3 5:12 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 l' *Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3.Compared the values for F with the values for Fr if the F values are greater than or equal to the Fr values, for each area of the roof,then the file attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pt: x L = x w:_ )-W: x cos 0 =Frl Product Approval V (P�): x L = x w:_^}-W: x cos B =Fr2 Product Approval F' (P3: x L = x w:__)-W: x cos t3 =Fri Product Approval V Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127Tablelorbyanengineeringanalysis prepared byPEbasedonASCE7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval ■ Restoring Moment due to Gravity M Product Approval Attachment Resistance Mf Product Approval 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 Product Approval ■ W=width All calculations must be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE-BUILDING 15.37 ■ MIAMI. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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.miamidadegoy/vera Boral Roofing,-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 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. PERA 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: 5alony.900-Cdner4e Roof-Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. DE MIAMFDA COUNTY NOA No.:12-0222.03 A Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing 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 Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile,interlocking,high- w= 13" pressure extruded concrete roof tile 1-5/32"thick Slate equipped with two nail holes. For 1-9/32"thick Shake& direct deck or battened nail-on,mortar Split Shake set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, Width:varies concrete roof pieces for use at hips, varying thickness rakes,ridges and valley terminations manufactured for each tile 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 III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) NOA No.: 12-0222.03 {MMMDAD¢COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing&Engineering, R1.894 Physical Properties Aug. 1994 Inc. R2.894 TAS 112 R3.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 NOA No.: 12-0222.03 MIAMMADECOUNWMI Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 I LDMATIONS 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. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate,Shake&Split Shake Table 2: Aerodynamic Multipliers -I(f e) Tile ).(f3) 1(ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 '0.313 Slate, Shake&Split Shake NOA No.: 12-0222.03 MAMMA E COUM1r Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity-Me (ft-lbf) Tile 2"•12" 3"•12" 4"•12" 6"•12" 6"•12" 7"•12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8:03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake 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 16132" (min. 19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake& 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 148 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2 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 MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. NOA No.: 12-0222.03 MIAMMME Couty rr Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Polyfoam Pol ProTm 118.9 Slate, Shake&Split Shake Polyfoam Pol ProTm 40.4 3 Large paddy placement of 45 grams of Pol ftTm. 4 Medium paddy placement of 24 grams of Pol ProTA°. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monierl-ifetile Saxony 900 Mortar Set 43.9 Slate, Shake&Split Shake 5. Tile-Tits Roof Tile Mortar 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 SAXONY 900 TILE(]LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.:12-0222.03 MAMMADECOUNTYM Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 i PROFILE DRAWING NAIL HOLES 1 5/32°(slate) ._ 19/32°(shake) 17° OVERLAY .;' 13 'wrs WATERLOCK i SAXONY 900 CONCRETE ROOF TILE SLATE MODEL h-y r � 4 y4 a = T3 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SPLIT SHAKE MODEL) NOA No.: 12-0222.03 MULMADESO-umm Expiration Date: 04/26/17 A�proval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.:12-0222.03 M1AMaQADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 MIAM&A MEW MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/Dera 3M Company 3M Center Building 0220-05-E-06 St.Paul,M.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 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. PERA 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:3Mrm 2-Component Foam Roof Tile Adhesive AR-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:12-0228.18 Expiration Date:05/10/17 MWMI•DADE COUNTY Approval Date:05/10/12 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 Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./f1.3 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./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 I•DADE Expiration Date:05/10/17 CQUNTY MIAM 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 AQencv Test Identifier Test Name/Repo rt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA 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 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 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 tile 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 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _ W 2 F'= MS NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMI•DADE COUNTY ... , Approval Date:05/10/12 Page 3 of 7 INSTALLATION: 1. 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 3MTM 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 tile 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 1.0-1.15(A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPackO 30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,High Profiles #1 35 N/A High Profile(2 Piece Barrel) #1 17/side on cap and 34/ an N/A Flat,Low,High Profiles #2 24 N/A Flat,Low,High Profiles #3 1 1 8 NOA No.: 12-0228.18 Expiration Date:05/10/17 Approval Date:05/10112 Page 4 of 7 i LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQummmm As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nell through plastic cement peftmened7fle) Nall through plastic cement Undartayment Undarl"Mard 10 In. 21 EMCOM Fade EMCOM Fasda We** Eno own a*. Em course ordr. Eno doers Eaveclasure Keep ahWo approx. Keep aAWn appmL Do edge 4 In.up hm woopholes 41n.up f—weepoles Li Nall through plastic cementPaddy(Boned Th) OpMwW We for 1)Place em)ugh adhesM to acNm 17 W 23 pitch gpirkdons Nall thmugh plash cement square Was In carlact it Wh the pan toe a" 21 Turn covers upsidedown.Place adhesive 112 In. To I In.From wWb edge Of 008r ML Then Install am too. 0 101 21n. EmCmse rare QU m"Only: M Re KEveeep afteft appu 4 In.uup -"�Fascle from wespholes of tire eave cuumvertus. Abutta second curse of 01414fid pantiles.Emn we end of pan and cover the am P=Moft flush at Wis line. an edges dille Eave closure WespheIs Fascla (mortar shown) NOA No.: 12-0228.18 Expiration Date:05/10/17 WMAIMIJOADES6 '�FgvgaarjgjlMvrr Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nag through plastic cement Paddy(Beneath 7119) Nail through plastic cement Paddy(Beneath 7119) Umieriayment °� Umlerlayment fl n. i In. 7F In 1%1, 50 2 In. ° Eave Course Fascia Fascia Wasphole Eave Course Eave closure Eave Cloacae UP edge Nall through plastic cement Paddy(Beneath 7119) Undedayment 7 In, i.e n. Eav9 Closure Eava Course Fascia NOA No.: 12-0228.18 t�11AM1•DADE COUNTY Expiration Date:05/10/17 ,..., , —,i Approval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement paddy Nall through plastic cement Single paddy under file 0 (between file) Undedayment Single paddy between tile Paddy 2 In.x 7 In.medium (under 919) sin paddy save course only Single paddy ------ t n.X 3 In. under file vzl 31n Tx 3 in. f� 4 In. 21n. Single paddy on 2 in. 41n• Single under- paddy on layment under. layment Single paddy Fascia Ve Minis on top of tile Aft, Em Weephole Single paddy 11n.X 7 In.medium Course Eave closure an top of Ufa she d Pa am Ddpedge Fascia course only Nall through plastic cement Single paddy under file Single paddy between tile 0 3 In.x 3 In. 41n. Single paddy on undedayment 2 n. Single paddy Em Closure on top of file 21n.x 71n,medium she paddy am course only bve Course Fascia END OF THIS ACCEPTANCE NOA No.:12-0228.18 Expiration Date:05/10/17 JAPPROVEDI Approval Date:05/10/12 Page 7 of 7 B lii1�1�ilt�Milt X1111 N�111i1�(1111��11 Illl NOTICE OF COMMENCEMENT N 201L 3RO763261 MENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIO N R 81 28837 Ps 2980; �1'Ps) ECORDE0 09/25/2013 11445:11: ARVEY' RUVIRP CLERK OF COURT PERMIT NO. TAX FOLIO NO. i bti l C�� AIyT-#ACHE GDU�ITTe FLORIDA AST F'AtaE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: J C h E '�.Y1�°t1 a� rev� CPPc,. q4 Lv, t,r---&-p P" C 0 1 n r 1/1 PC G . 3. Owners name and address:L" a.) 1.S -77Z. Interest in property: 6j�44 Name and address of fee simple titleholder: 5 A t�P 4. Contractor's r?and address: / /` ef.' 7 5"7— k, i 5' K C f 1 3 5. Surety:(Payment bond required by owner from contractor, if any) Name and Address: Amount of bond$ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: .T 8. In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a differen to is specified) ignature of Owner r4 j Print Owner's Name '+fA IBC 1Z.A 10(.[L Prepared �-- Sworn to and subscribed before me this day of 20 Notary Public: L.+i: -. - Address: 1 �� Print Notary's Name: My commission expires: ebb of ° now My Came.Expire Apr 13.Ott ",; ilar°;•• Commission#r FF 9417 ihtou National Nate Asa, I ATE OF FLORIDA,COUNTY OF DADE ANV C-0111V HEREBY CERTIFY that this is a t of the J~ O1E" COG nriginal filed in this o day of w U ?s � 4/17NESS my hand and official Seatt. y gimoowFt HARM RUVIX CLERK, 4 Arcot OnKounty,CRu"s