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RF-11-825Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 159480 Permit Number: RF -5 -11 -825 Scheduled Inspection Date: June 03, 2011 Inspector: Bruhn, Norman Owner: REMY, NOEL & SORENA Job Address: 390 NE 98 Street Miami Shores, FL 33138 -2410 Project <NONE> Contractor: EVANS ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060135670 Phone: (954)566 -5238 Building Department Comments REPAIR ROOF LEAK OVER TILE ROOF. REAR BEDROOM AND FRONT BEDROOM Passeda' l� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Gfc June 02, 2011 For Inspections please call: (305)762 -4949 Page 7 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Address: gg in1 O �i F, 61q City: AA ('A ,r1; S h VO { State: Zip: 33 l 3 $ Tenant/Lessee Name: Phone #: Email: (1`a ,) MAY 1,8 2011 Permit Nom S e°� Master Permit No. Phone #: JOB ADDRESS: JI) 0 E '-i' City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes (NO CONTRACTOR: Company Name: C �t J Flood Zone: Phone #: ct Address: '12 YZ , )(/ I City: Qualifier Name: �j r - 7 i\ LJQ.A _ State Certification or Registration #: 71& Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: State: '/ Zip: Phone #: Value of Work for this Permit: $ 2 00 d d� Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration Description of Work: ✓� New ❑Repair/Replace ❑Demolition * * * * * * * * * * * * * * * * * * * * * * * * **** * * * * * * * * ** Fees * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of r--tlaO , 20 t l , by. �� ( who is personally known to me di ci nay As identification and whd did take an oath. NOTARY PUBLIC: Sign: Print: t� \,.xS e, r My Commission Expires: APPROVED BY S7®-r (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) r.1 Signature Contractor The foregoing instrument was acknowledged before me this • day of , 20 1 I , by li.�C±�'��'�A':l•>ii who is personally known to me or w o as AC as identification and who did take an oath. NOTWPUBLIC Plans Examiner Structural Review eYp-; ®a y Sign :, vcx \�� e j ( Print: � -`�' My Commission Expires: Zoning Clerk LJ MAY 18.,2011 0 N L 0 E 2 Florida Building Cods Edition 2002 Hurricane Zone Uniform Permit W won A (General Information) alt No. prc06ee. s Now d _••ROV i w Z D iT U &Lai slips 0 New Roof ROOF CATEGORY 1:litedianically Fastened Tile 0 ModarIAdheshns Sat Tile 0 Metal Panel/Shingles 0 Wood ShIngieslShakes Are there 0 Proscriptive BUR -RAS 150 Gas Vent Ste ? Yes ❑ No ROOF TYPE ��Type: Natural ❑ GM ❑ 0 Re- Rooaing 0 Recovedng D Repair 0 Makdenance ROOF SYSTEM INFORMATION Low Sops Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) O ' 353 3.3 Section B (Roof Plan) Sketch Roof Plan: illustrate all WWII and sections, roof drams, scuppers, overflow sus and overflow drains. Include dmerndons of sections and Wets, dearly Identify dimensions of elevated pressure zones and won of parapets. Ir•s•■ ae•s•••••••■■ nman■ armmmamas■ mmse ■mans■■■sana■rmrem•m ■rs.e.e■rm •• I•aa.UPCUrrlaaarm. /i.aamsaa aaa. aa■esanmmmmalaaaaaaaasaamaanma amamamsee■ bares► 4mUmur�ra�.■ iasarmarai.arma see. r■ usasarnrsaramasearrerrlrrmmumme Iswmmr %� snmr.aP r\sarsammmmmmaranr.` ■mmmaana■anaaaaammmm•mmm mmm mmmm IaaaaLdmftmtaasamaamaasanmomm amaaaaaVf?_ ►ginamsaeanMrM clvommummilimmumarn I momma ■•asama/gns■Laanaamalaaaaaaari J i► 1r. IIasasrarsonm <nr.ee_Jsarr /s\sesrm In■m■ream■■sammmisA Pln■.aaarsnSSaan■a ilimMR Ina \ /rasaaa/r_.T6 :aaasa\s1 /s/s \a0 Isrsamamm// sear. cult a. aaassaaamasssussVmmmnh.u4wmmmanse m ma mmmM amssa\mr■ Il.anIisaass■■.SamsIMAIIMa Arms / /a /saaaama.sEMIIMMIL∎r∎m smi saamsaarailmma■ I sasrsmaaaa■ma1/s■namllsaaaa anima /Im iumm li smith namaaaaraardrimla er\lammramae aa.., Jeousum umsm rsraneaanmaaae■ LesseenailA■ Alma ens. ;Arsasanssraraaaaara> A; mAaniNmsd 'eare!isarrnrileanser\m \r Iarnnaaamllaaaaaasnairr ■rsaaaaaaaaan saneu mrda11 /ma yma►lssmil li ensiVasaaan\e■ Inseam arcwommumi sma�T,�anainaamasamalara.rxml laarwour /a.asi [•• Ias\aniratlaaanaaa am1�R' am■ aaasmnaasmosolmnomummllllls eam meal ama••araaamarm•ra IaraamraariSmanniimrmrim milasaaanraaaan .r %aim earamha7mlmisaml ■■ JI am.maaar.rs•■ Ia ■a/■a. roll■asrnaa.■ /smili ms■.nsanaram mimmoamarli mmi ■r,rnaan ■■ Ilan ■n ■\Rees IuIIIII.I::::: MileM MINIMMEMONMEMPAS :IUMNXIMiMEMOWI II'II il�vuklU IUI::u Imasnaanariaaaaaaaanla►`■ seam/ rommmmasaar ■a.allaSSSmaals.laaaal mmmnaaa■ naam \a■ IminomminiililimImmensoloinii liiilimmommium a••a�1rnum ii mml °'-:: w.m .mICi�arhms: 05/11/2011 11:01 9545617776 EVANSROOFING PAGE 01/02 Ace J CERTIFICATE OF LIABILITY INSURANCE DATE (MWDD/YYYY) 4/27/2011 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the pollcy(las) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s). PRODUCER Frank X. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 INSURED Devove US Inc, DBA: Evan6 Roofing 1071 NB 43rd Street Oakland Park PL 33334 Denise Page PAONN1_Extu (954) 943 -5050 Ri deniseefurmaninsuranse.00m PR0DU0� 00091'40 CUSTOMER ID it INSURER(S) AFFORDING COVERAGE INSURERA;Starr Indemnity & Liability INSURER it Ira .Not: (954)'42 -6310 NAIL # 3831E INSURER C : INSURER D : INSURER E INSURER P : TIFI BER:11 -12 Liability REVISION NUMBER: THIS INDICATED. CERTIFICATE EXCLUSIONS 1 i • IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR 'OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS TYPE OP INSURANCE ADDL. JNSR SUER W EI POLICY NUMBER POLICY EFP (rdNUDDMfYYI POLkY XP IMMIDDNYYY) LIMITS GENERAL 1JABIIJTY COMMERCIAL GENERAL LIABILITY R OCCUR X R ISIPGOL0015500 5/1/2011 • /1/2012 r EACH OCCURRENCE $ 1,000,000 JRA MISES (E o Curren . $ 50,000 I :OLAtMS•MADE MEDEXP(Anyorrepersan) $ 5,000 PERSONAL 8, ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENI AGGREGATE mar APPLIES PER PRODUCTS - OOMP/OPAGG $ 2,000,000 7 POLICY X ' PRO• t ' Lac $ • <— AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UNIT (Ea ardent) $ — BODILY IWURY (Per Pelson) S r— BODILY INJURY (Per aaident) $ PROPERTY DAMAGE (Per aooldent) $ $ . $ UMBRELLA LIAR EXCESS LtAe OCCUR • EACH OCCURRENCE $ — H CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION S $ I $ WORKERS COMPENSATION AVD EMPLOYERS' LIABILITY ANY PROPRIETORPPARTNER/EXECUTIVE °FFICI=R/MEMBERgCCLUDED? (Mandatory hi NH) If yes, deetatbe under DESCRIPTION OF OPERATIONS Y! N NIA I WC STATU- I }OTH- I TORY LIMA : I Es EL EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE; $ below E.L DISEASE - POLICY LIMIT $ . DESCRIPTION OF OPERATION$ 1 LOCATIONS I VEHICLES (AiMeh ACORD 101. AddN ro:I Renmrke 5hedule, If more space is required) TIFICATE ELLAT1ON City of Opa -Locke Buidling Dept 215 North Pesviz Ave Ope- Locka, FL 33054 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WIL1_ BE DELIVERED IN ACCORDANCE 1M7H THE POLICY PROVISIONS. AJTHORILEDREPRFSPNTArIVE Frank Furman, Jr /DP aM, ACORD 25 (2009/09) ®1988 2009 ACORD CORPORATION. All rights reserved. �. -- - - • ___ A1`ADIN 05/11/2011 10:57 9545617776 DEC- 02- ?O10(THU) 131a9 EVANSROOFING CERTIFICATE OF INSURANCE PAGE 01/01 P.017/021 DATE otom wil) 12/2/2010 ovv000ms PATRIOT RISK SERVICES, INC 200 E BROWARD 13LVb SUITE 2000 FP LAUDERDALE FL 33301 954 - 7277000 11 wtsrd Leasing Inc IJGF Dvvave UShic, dba Evans 1olufi On Mansion Ave West Bone K Bradenton, FL 34209 • THIS CERTIFICATE IS ISSUED AS A MA'T'ER DFINFURNIATION ONLY :WO CORMS NC RIGHTS UPON THE OERnFIt:ATE HQ1.Dm THIS CERTIFICATE DOU NOT AIM. EXCEN0 OR AUTER THE COVERAGE AFFORDED ST T 11 POIJCIES BELOW. INSt1- _ S AFFORDING COVERAGE INSURER A; GuARArrrEE INSURANCE C0.. INSURER Et gultgarity Cam: INSURER G INSURER D THE POLICIMOFI SURAFICU Lamm BELOW HAVE DIMS M To TIM INSURED OF ANY CONTRACT OROrti aDOCLUNTWM1kt SOW g 'WS TO All TIO mintVEXCIX1s1010 ANOcoNon ON5OFMUMUCI & A 1OREiATn itiattig A MOW Mkt =Km my gg LIMOS5Npm7aMAYIIAVBDEBNRFDUCHOBYMIDWM& OTefFETVE _jWh1AM ' FOR TIM rOLiCr mow aggai t;tikmAy parrAiNosig POLerD iAfl wpriNl� t ulaTZD. NOtivrrigrrA,Niorgo MY RECitgkexgreOldtbi OR COMMON xyggAmi APFORA SY TIM MUM P m gam ig SUan r % M} TYP2aP>1A.aAaCE mutt 'Wm .s�C ®NRLUery in mn.�w mts+sv wetutY Who wan DM= _ lAC I04 lei , $ - a•uace'iakptscanorm $ PERSOp e. a *my way ,.�q _ OH1lAd0NGlP{mtav�m mr,iI..Ar....i t'RO011ara- SPUP/OPAdA $ Mira MI 11 • leaRELalsJLny r ALLOWED Aurog Dtiellitb AU703 /4244:1710460 AIO - • • coal= SINGLE Mtn Mich AOddadl• $ - • p71tI1fAY rrNaae) -�_- $ - :.: • • .. .EGLYAOAY • ,fie. $ _ ■ A%YAU1b • • • AtItOCNtY:QIIACt110ENT $ - OYNPATRog • ouzo ri�.n S - 4$112 OW .Y • : AOC • `�- 81U LIAQGttr MI OCGISI GA�NADE • DentCTID16 • Mai O N GA1C $' - A 11-7415M31 WeagERS COMPENI ATIM ANP ODLOTERir WSJUrY o GZ ILrw t>aemttbeliar SPECK PROVAICINSbpi", w nO25soo0001 -110 6/1f2010 • 6/1/2011 ' X I U F , � 100 s 1,000,000 , • $ • • 1,000 000 LOCATIONSNEHICLES 1 EXCLUSIONS byea wind la all Employe=ddHowled Lotditlg, Ise Itor. RI Dorm WM. diaAmla Rbafaic of ctive • — • • • • ADDED- SY.END3F1.SL141ENTt SPECIAL PROVISIONS— • missed to Devem UShr.. dbs &gar Roofing Covent dtNxmtt apply to tow ogggyeol 491 Ow0L/20l0 DESCRIPTION OF OPERATIONS! ;?✓edGredamPosalitm *roubles 1s provided entuVell tmdaaLi b WNW. Lank* 954. 561 - 7776'' RT '• TE ,: -a.- • • City orDclrt:y Mach 100 NW 1stAYC • Delray &a b,FL.33444 . • 1HOUTAANVYOFTOtai0YEa POLICIES VGANC twonsTming ntmoicomai ragagof,Tm Issunva souses MIA. I MRnNcnRTOMAH, le gaws mamma r ¢TVTugr=Termsgown HAI= •loTuft IA&T, nLtrFAILURBTODOSO •SIWJ . MAXIM oitua TtoNOIWMtuureue my IDZBONTULISSUwi, risgums Miami Shores Village Building Department '10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.gc 1 6 6 S2-5 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 MAY 0 9 2011 ' Permit Type: BUILDING / ROOFING OWNER: Name (Fee Simple Titleholder): Gar C' a. e. ssofi Phone #: 3 I 0 q(48.--9-09-3 Address: 6 (' ', ST City: F---k .l (� R-- k ■ `rN O \ €_rD State: _ Zip: Tenant/Lessee Name: 00 t Phone #: Email: /A- JOB ADDRESS: `a A9 S4- City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: °-� { te � Ci. \ `� CD INC) Phone #: 05.89 l9 • g4 6 Address: 242- 6u.) / 'T Ve .„ City: -k`t (kt6 State: `�t �-- Zip: 3 3 15 J t Qualifier Name: t e `(' f k,- b e, ®v Phone#: 305 • $CI (- q a 'r t CQ State Certification or Registration #: C_C'(t. 1 2_(p'2_ -(o Certificate of Competency #: Contact Phone #: S • 241G . 4 iip Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 20 00 00 Square/Linear Foo ge of Work: e Type of Work: ❑Addition Alteration ❑New pair/Replace Description of Work: (��P.1,; pa. as ■ ih ---1° / C Paws P. Qa-C r te( ijm� aw F F i-L®4-i 14■2.-4 P«s-esl 1(25, ❑Demolition * *** *** * * * * ** **+x***********+x******* ****�Femm�es* * * * ** :******** �x *�x�:�:�xx:** **** ****** * * * * * ** Submittal Fee $ Permit Fee $ (22 2 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ E Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject: to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature €wner or Agent The foregoing instrument was acknowledged before me this day of C1. 20 (t , by 9 Signature Contractor p, The foregoing instrument was acknowledged before me this — ` day of H.C.1.(-- , 20 ji, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commi ' ValerieDutarte s1 esMy Commission DD796586 oR cp Expires 06/10/2012 Sign: Print: ; Valerie D - 'Y ommission DD796586 My Corl niss. lii txp res 06/10/2012 sksk*aH*** yak *** **********ak*** sk*H: ******* *sk*ak*sk***% k*skakik***** sk**ik*ikikikik******* *akiksF**sks kH:**** **sF*aksk **** *skiksFSk=kikak**** APPROVED BY �� Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWI1ePI11iV' CONSIDERATIONS STATE AND COUNTY RULES AND REGULATIONS Miami Shores Village APPROVED BY ZONING DEPT DATE BLDG DEPT `dr c / /- -1/ R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owners initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanshlp: the workmanship provisions of Section R4402 are for the purpose of pr • iding that the roof system meets the wind resistance and water instruction performance sta; ilEds. A- sthetics (appearance) are not a consideration with respect to workmanship prgvisiops. Aesttihtic jssues such as color or architectural appearance, that are not part of a zoning code, should to addressed as part of .' the agreement between the owner and the contractor. 2. t% Renailing wood decks: When replacing roofing, the existing wood! r nailed in accordance with the current provisions of Section R4403. (The roof dgi t removing the existing roof system). • • • 3. Common roofs: Common roofs are those which have no visible deg uni (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the: owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ov &loaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in enor of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner gent's Signature Date Revised on 7/9/2009 LD Contractor Sign'atu Date 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Section A (General Information) Process No. Contractor's Name e / Job Address 3c:tcp OE 2 17 Low Slope ❑ Asphaltic Shingles ROOF CATEGORY I^ Mechanically Fastened Tile Metal PaneVShingles ❑ Prescriptive BUR -RAS 150 ROOF TYP,F/ Li New Roof ❑ Re- Roofing LI Recovering 1J Repair ortadAtlheslve $� Mortar /Adhesive S4t.Iil ❑ V1%od Shingles /Skiakes • • •• • • ..• • • • • •• • Li Maiptgnce . • • • . • ROOF SYSTEM IWFOR1VfATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) • • • • • • • .. .. .... • • .. • • • • • Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Z. Pmax3: Calcu ations): . Maximum Design Pressure (From the NOA Specific System): 3i,3 • " "• .44 Method of Tile Attachment: "1"_i ‹ • • • • • • ••• •• • Roof Slope: :12 Sloped System Description •••• • • •••• •••• • • •••• • •• • • • • • •• •• •••• • • • • • • • • eck Type: t7 0 7/1,/1z"`,t /" •' • • 1 ype Underl- yment: ( �L �i, n ` -,,Z, I nsulation: I A/4 / I Fire Barrier: /21� Ridge Ventilation? /1/g Fastener Type & Spacing: dhesive Type: Mean Roof Height: • • • • • • • • •• • • • • ype Cap Sheet: oofing Covering: I f/ /h. h�� I/4 Type & Size Drip Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from M. If the M, values are greater than or equal to the Mr values for each area of / the roof, then the tile attachment method is acceptable. 1 bed Method 1 "Moment -Based Tile Calculations Per RAS 127" I (P,= xit /2175 = f%r! ) - Mg• / = Mr, .°'`'Z NOA M� -�L (P2:7Y xA .24' = /fr..:;_sr) - Mg: ,iJ. =M2 2,2 NOA Mr.S`) (P3 /x 2 =2/7 ) - Mg: / = M J - NOA Mr I. . Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr•••• • • • • Mr Required Moment Resistance* • • • • • • • • • '" • • • • • '••••' i .". •••• • • • • Mean Roof Height Roof Slope 15' 20' 25' 30' • 401 2:12 34.4 36.5 38.2 39.7 6..402 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 • s • • 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 • *Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift-based tile systems use Method 3. Compared the values for P with the values for Fr If the F' values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127" (P1:_ xI:_= W:xcos 0: =Fr,: NOA F' _xw:= _)- (P2:_ xI: _ =_xw:= W:_xcos 8: =Fa: NOA F' _)- (P3:_ xI: =_xw:= W:_xcos 0: =F,a: NOA F' _ _)- Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier a. NOA Restoring Moment due to Gravity MA NOA Attachment Resistance mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I= length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland, MI 48674 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: •••• This NOA is being issued under the applicable rules and regulations goveming the use of co istructidri... • materials. The documentation submitted has been reviewed by the BCCO and accepteddbP the∎Buildir*g • • • Code and Product Review Committee to be used in Miami Dade County and other are0w1 ?eit allowec 6. the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The BCCO (In MilifirDade Cotdlt/) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or niat®r:11. tested for quality assurance purposes. If this product or material fails to perform in tt1,e c ice pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately moc1fy, qr suspend the use of such product or material within their jurisdiction. BCCO reservesthe Light to jNd1& this acceptance, if it is determined by BCCO that this product or material fails to meetetho 7e4uirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tile Bond -Roof Tile Adhesive RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0417.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 1 of 9 • • • • • •••••• • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: SCOPE: Roofing 07320 Roof Tile Adhesive Polyurethane • • • • • •• • • •••• •••• • ••• • • • •• • This approves TILE BOND as manufactured by The Dow Chemical Company, as derribad in this •••• Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the•Flmrida Bundling • Code. For the locations where the pressure requirements, as determined by applicable bbtI Itrtg code,:dg • • • not exceed the design pressure values; as obtained by calculations in compliance with 1ZAS127, using'' • TILE -BOND, and where the attachment calculations shall be done as an uplift based szsteai.• PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions • • • • • • • •• • • • Product Description • Tile -Bond Factory premixed canisters Single component polyurethane foam roof tile adhesive COMPONENTS.OR PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of TILE -BOND roof tile adhesive. TYPICAL PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 Results 1.91 lbs. /ft.3 10 PSI @ 10% deflection 17.0 Ibf @ 180 °F, 65% RH for 90 days, concrete to concrete 3.96% absorbed by Volume 2.67Perm / Inch 1.01% Volume Change @ - 40 °C., 2 weeks 10.44% Volume Change @70 °C., 97% Humidity, 2 weeks NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 2 of 9 • • • • • • • • • • • • •••••• • • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. • • • • • • • • • •••• • • • • •• • • ••• • • • 3. TILE BOND shall solely be used with flat, low, medium, and high tile profiles. • • • • 4. Minimum underlayment shall be in compliance with the Roofing Application Standard JtAS 120 •, • 5. Roof Tile manufactures acquiring acceptance for the use of 11LE -BOND roof tile aaih%Sive with • • • • • their tile assemblies shall test in accordance with RAS 101 with section 10.4 as moat i'edhereirt •.•• •• •• •••• 1 APPROVED 1 (k) W 6. F'- 2 MS • • • • • • • • • • • •••••• • • • • • • � • • • • • • ▪ • •• • • • • • • INSTALLATION: 1. TILE BOND may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND. 2. TILE BOND 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 TILE BOND shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE -BOND roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND has been dispensed. 7. TILE BOND placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 3 of 9 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum patty Weight per tile (grams) Contact Area (Square inches) Flat / Low Profile #1 11.1 19.5 Medium Profile #2 11.0 19.5 •••• High Profile ( Head) 22.0 : .19 •••• High Profile (Nose) #3 11.0 ...,1��5 • • • • Two Piece Barrel #4 11.6 ...;,�D _ . LABELING: All TILE BOND containers shall comply with the Standard Conditions listed herein BUILDING PERMIT REQUIREMENTS: •••• • • •• •• • • • • • •••• • •. • • • • • • • • • • • • • • • • • • • • •• • • • • • • Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07 /11/08 Page 4 of 9 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering South Research Institute Walker Engineering, Inc. Celotex Corp. Testing Services IBA Consultants Inc. M IAMI-DADE COUNTY APPROVED Test Identifier 25- 7512 -1 25- 7512 -2 25- 7512 -3 25- 77512 -4 25 -7781 257794 -2 01.8366 -014 N/A 520111 -1 520111 -2 52011.1 -3 520111 -4 520111 -7 520111 -8 520111 -12 520135 -3 520135 -4 520135 -5 4848 -8 4848 -7 4848 -6 4848 -5 4848 -4 4848 -3 4848 -2 4848 -1 Test Name/Report TAS 101 TAS 101 TAS 101 TAS 101 Physical Properties Testing SSTD 11 -93 ASTM E108 -95a Evaluation of Test on a Two -pad System TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Date 01/25/96 01/25/96••••• : 01425/96 • • • • "01725/96.° :': 1%7/96 " • ...1. ••J9/03/96 •••• • F@Dtuary 1999. • • ' • .. • 12/16/97• " "• • • . • • • • 1.2/28/98. • • 12'28/98. 12/28/98• 12/28/98 12/28/98 12/28/98 12/28/98 02/01/99 02/01/99 02/01/99 05/19/08 05/19/08 05/19/08 05/19/08 05/19/08 05/19/08 05/19/08 05/19/08 • NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 5 of 9 • .• • • • • • • • • • • • ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 • • • • • .. • • • • • • • • • • • NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 6 of 9 • • MEDIUM PROFILE DETAIL #2 NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 7 of 9 • • • • • • • HIGH PROFILE DETAIL #3 MIAMI -DADE COUNTY APPROVED NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 8 of 9 BARREL PROFILE DETAIL #4 • • • • • .. • END OF THIS ACCEPTANCE NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 9 of 9 • • • •••• •••• • • • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • •••• •••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of censt tion m'atertal :. The documentation submitted has been reviewed by Miami -Dade County Product Control IMAitierl and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other are'3s'A1 pre a1I I.l y the Authority Having Jurisdiction (AHJ). • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count PPfOOiuct Control* Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County re9erve the right to • have this product or material tested for quality assurance purposes. If this product or material fads to pepoitriin the accepted manner, the manufacturer will incur the expense of such testing and the AHJ fnaein1media4ely revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserve: tire tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's nless otherwise logo, city, , state and following statement: "Miami-Dade County Product Control Approved", 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 revises NOA #07- 1023.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMbDADE COUNTY APPROVED NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05127/09 Page 1 of 7 • • • • • • • • • • •. • • •••0•• • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tire, IA. manufactured Monier Lifetile LLC in Pompano Beach, FL and described hiAect on 2 otCs. Notice of Acceptance. For locations where the pressure requirements,. 44.ermittii„ by applicable Building Code does not exceed the design pressure values obtained 1b alculations.in compliance with RAS 127 using the values listed in section 4 herein. The attaclunent calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION .... ..•• • • •• •• • •. • • Manufactured by Test Product • • • Applicant Dimensions Specifications Descripti8ll • Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 1 =16" w= 10" 1 1/4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. TAS 112 TAS 112 • • •. • ..•• • • Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier Test Name/Report 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test A!ency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. - Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Nutting Engineerins Test Identifier Test Name/Report Date 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 • 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TAS -112 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens). Static Uplift Testing' • • : Mar jh; I pi Feb. 1995 Feb. 1995 ••. • PA 102 •• • • (1 Quik -Drive Screw, Direct • • Deck) • •••• •••- • • Static Uplift Testing • • • • Marc, y 1 §$5 PA 102 • • • • • • •• •• •••• (1 Quik -Drive Screw, Batter) . • • Wind Tunnel Testing: ' : Dec :199 PA 108 (Nail -On) : .0. • • Wind Tunnel Testing • • • Aug; j 994 • PA 108 (Nail -On) • Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. • • • • • 3.4 Minimum underlayment shall be in compliance with the applicable RRbo • • A 1i • tp • • Standards listed section 4.1 herein. pp IA11S 3.5 30/90 hot mopped underlayment applications may be installed perpendicalarae•he roof slope unless stated otherwise by the underlayment material manufacturers publintret1•Ijterature.• • • 3.6 This acceptance is for wood deck applications. Minimum deck requirethtflts shall •13e in compliance with applicable building code. • 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. • • • • •' • 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components • 11 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 I Weight -W (lbf) Monier Lifetile Atlantis Shake & Slate Tile Length -I (ft) Width -w (ft) 8.5 1.33 0.833 Table 2: Aerod namic Multi . tiers - Tile A. (ft ) Profile Batten Application Monier Lifetile Atlantis Shake & Slate Tile ft3 N/A A. (ft ) Direct Deck Application 0.208 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 ":12" Battens N/A Table 3: Restoring M Direct Deck 6.17 3 " :12" Battens N/A Direct Deck 6.11 Batte N/A NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 5":12" 6 ":12" 7 " :12" or greater is Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct 6.01 N/A 5.89 N/A 5.75 N/A Deck 5.59 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Table Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 4: Attachment Resistance Expressed as for Nail -On Systems Fastener Type Direct Deck (min 15/32" plywood) a Moment - Mf (ft-lbf) Direct Deck (min. 19/32" plywood) 2 -10d Ring Shank Nails Battens 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 30.9 38.1 7.3 9.8 • • • • •• 14.0 18.8 • • • • ••• N /A••• N %A••• • • N'A•• • • • • 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 30.8 51.7 30.8 ••••• 51.7 •••• N4._ . N/R••• 24.3 24.3 • • N •• • • • •••• 19.0 19.0 • • • • N/A • • • • • 35.5 35.5 .• .. • NPA • 31.9 31.9 NPA Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Monier Lifetile Atlantis Shake &Slate Tile Adhesive' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 31.3` Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Sin • le Pa Adhesive Set S stems Tile Profile Tile Application Monier Lifetile Atlantis Shake & Slate Tile Minimum Attachment PolyProT°" Resistance 118.9' 3 Large paddy placement of 45 grams of PolyProT"". 4 Medium paddy placement of 24 grams of PoIyProTM. PolyProTM 40.4 Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 5 See specific mortar manufacturers Notice of Acceptance Tile Application Mortar Setb Attachment Resistance 39.0 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". • • • • • •• • • ••• • • • •• • MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO B • EAC.II, FL PL LOCATED UNDERNEATH TILE �2 • •••• •••• 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of tlje fo11$wing: • • 6.1.1 This Notice of Acceptance. • 6.1.2 Any other documents required by the Building Official or apptitabk build; • code in order to properly evaluate the installation of this system. • • •• • • • • • •••• •• •• • NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 6 of 7 PROFILE DRAWINGS �u IM MO= OVERLAY 11/2 • •••• We% •••. • OVERLAY .ti -may •.��. • • ••• • • • •• • • • • • • • •••• •••• • •••• •••• • • •• •• • •• • • • •••• • • • • • • • • • • • • • •• • MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • • NOA No.: 09 -0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 • • • • • • • •