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RF-10-1486Inspection Number: INSP - 156515 Permit Number: RF -8 -10 -1486 Scheduled Inspection Date: March 01, 2011 Inspector: Bruhn, Norman Owner: MARIA LEJARZA, ALVARO HERRERA Job Address: 272 NW 111 Terrace Miami Shores, FL 33168- Project: <NONE> Contractor: ABCO ROOFING & RESURFACING CO Building Department Comments RE -ROOF TILE AND FLAT ROOF Passed Failed Correction Needed Re- Inspection Fee February 28, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments ec- For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (786)412 -0202 Parcel Number 1121360010600 Phone: (786)223 -1222 Page 12 of 12 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT A N D SI ND R Y W BARRIER HURRICANE MITIGATION RETROFIT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami - Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address Roofing Permit Number • Dear Building Official: 1/v rtify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Qualifying Agent Signature of Qualifying Agent Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this e 20 // ALEJANDRA BRITO a ; ublic - State of Florida m. Expires Jun 10, 2014 mission #'DD 1000541 day of (SEAL) ally oduced Iden \DoNmenls and SeningsWc pounmems\Slolwi,s0rophe 2 \Rw+Gng Al itao. ,:omlaim " 2 n7l % AI. ■0, ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXIs I'INC SiT1 - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. Re: Owner's Name Property Address Roofing Permit Number Dear Building Official: 1 MU MLO t connections of my building because: L The just valuation for the structure for purposes of ad valorem taxation in less than e; UO.00O.Oi Y. Signatuf Property Owner Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this day of (SEAL) OWNER'S AFFIDAVIT OF EXEMPTION Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 The building was constructed in compliance with the provisions of the Florida Iluildin�g (_'odc (FBC) or with the provisions of the 1994 edition of the South Florida Buildin Code ( 1994 SFBC). JANDRA BRITO Public - State of Florida mm. Expires Jun 10, 2014 Commission # DO 1000541 k k /— — rs •`�ly kn ' / /ducedI certify that I am not required to retrofit thc roof to \vu11 When the just valuation o the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC. and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C:\ ocunents and SctungsMetQ.it Ih.uments\Statisuest'rtapli. 2 Ronfmng AfiId:n No Result No. Result No. Result No. Result No. Result No. Result No. Result 1 TOO 21 1 41 Floor: 61 Owner Name: 81 A ✓,�,�® -f 101 I 121 3 t 12 2 l ? 22 - Shimpo 42 62 82 102 122 3 23 43 63 83 103 123 4 24 44 64 84 104 124 5 25 45 65 85 105 125 6 26 46 66 86 106 126 7 27 47 67 87 107 127 8 28 48 68 88 108 128 9 29 49 69 89 109 129 10 30 50 70 90 110 130 11 31 51 71 91 111 131 12 32 52 72 92 112 132 13 33 53 73 93 113 133 14 34 54 74 94 114 134 15 35 55 75 95 115 135 16 36 56 76 96 116 136 17 37 57 77 97 117 137 18 38 58 78 98 118 138 19 39 59 79 99 119 139 20 _ 40 60 80 100 120 140 Job Address: -z1.2, Ai63 11 t 6G SZ ,R, Install Date: Z 23 -// Contractor: r � G17 �/- / 4 y Permit #�:f. //04 - /� Test Date: � Z6 • // Type of Tile: 1.190154A- j ? , Approx. Height /V Floor: / Owner Name: ,> A ✓,�,�® -f / / - MAN /.r .'m Z4 I Slope: 3 t 12 App. Sq.Ft: l ? Testing Equipment: Shimpo F.I.E.„ FLORIDA INTERNATIONAL- ENGINEERING & TESTING LAB INSIGHT•INNOVATION• I:NTEGI ZION Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 40 pounds force (lbf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378-1991- Fax: (305) 378-1997 SITE SPECIFIC INFORMATION Miami Dade Lab Certification # 07- 0612.11 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: 2 / / Vmaya V, P .E. State of Flojlda Lic # 63107 Job : 272 1 11/ J/44,/1 Contractor 13� lam. )4 (A1 Other. 111111111111111111111111111111111111111111111111111111111111111111111111 1i'i111uI!uuuII®IiIiu'.Ii1 11111111I' 111111 iil1MI u'I 111111:1ii11!1' 11 i! iilii alN■1uiuiuiiiuiiiE11®1111! 1'■ ■1' iii 1111111111!lliliilliii!1!i uilili!illiiiiiiii 11'11'111!1'111'111!1111ii1ui11!1.I1i1 ,iii!111!1111a1111!1'1 111 ii' i1' i!1 i1' i'1 1111 111111 11 11111111i1111111ii11111i11,111111 ■1i1■ii'1'�111'illilii111I11 1111 1i!1 11 1 111111!i1111ii!1i111.1'1'1'i ■ i' i' i' i11'1 11 1 1 i' i11: i11 1i'a 1lili1 1111i11iiii11111i!i!i!1111iliu 1i'i'1!iiiili'i' iii1 1i; i' i1'1 ii1 lit!!1111111111i11111111111111 ■i1'i'ii iii ii: i.11 i' iili' i': ili!1 !i1!1i'iiallliili11i1I1'ili■ iii1i1111li' ii111 i11 111iiiiilili1 1ii1ili11i,11!iilii!ililili11li iii1 i1 •i, i ii iii'11i;1!i'i'1liiiillia111111 11111111i;i1:1i!i ■11 1111 i! i111 i11 11 11 11111'1111'1111111111111i'111■ 11iiiiiiiiilili: illi1111i111111i111111iii1i11,111i111i ■hiliEiililii11111;i' dill, i1i1 111iiiiiiili!i!1!i'�:11iuii■ 111111111111111•11111,111111111111,11 :!111 =2111111- ®,2 =1,ili1 11i111 121iuu ii iui aiiii1 1'111iI1111iiil!111'i111111- 1.1211 1111111111111111111111111111111111110111/1 ■11111 i11 111 ii11 11' 11: ii 111111!1/11131!ri111111■111i1i1 111111 11111■ 111 111:1, 1IBEN 1iiM1Ei1!EMEIR i1'111ii'iiiii 11iIi• M1!RE5®!1'1 rl'1. 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Tel (305) 795 2204 Fax: (305) 756.897? INSPECTION'S PHONE NUMBER: (305) 762.4949 art . BUILDING PERMIT APPLICATION FBC 2 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) /./il X- +fie. _, O Owner's Address 2 .7 /Vii/- ; `'( �- x,Qi�, . -. City 04.1 / +} - ✓ y' ! 1 State d= . Zip 3 , : 3 / ‘ 7 Tenant/Lessee Name Phone # 7s 9.r/ 3 Email Architect/Engineer's Name. (if applicable) Subanittal Fee $ • Job Address (Where the; work is bei g. done) 2 _7 ,Z b'* 1/ 1.r Permit Fee Permit No; eci0 .-- Master Permit No City Miami. Shores Village County Miami-Dade Zip. 3 7 /C t FOLIO / PARCEL # // — 9.1/C b. o/ o L Oa i f1 Aigrlitcall.Y�?e ..s° NO T/ k' ; Flood Zone it�� Contractor's Company Nanie : 60 0 c t C Phone # 7F 6 2z r Contractor's Address / / d'2 ..: 5' s fir/ : . 5 .. o r 71/P � City ,. ty /y! t g-y� c � ` : State . / - L. Zip:. Jed S Qualifier Name # 7/ 2 - 3 /2 .Z z State Certificate or Registration No. Certificate of Competency No, Contact Phone ` 7 ST6. 2-2-3 / 2 ;Z E ri ll Phone # Value of Work For this Perttuit $ (. & Square / Linear Footage Of Work: 2 2 • 12 Type of Work: [,Addition . : DAlteration DNevv Repair/Replace [] Demolition Describe Work:. �� -- moo• j s L ..a A4 -145 f a- =a- - ,er, -o ;k** ****ia**** *ar *fir * ** * *x*** * *** :*** *****Fe �r�F *�t•�ir * * ***Jt�Y�r** *:* *******e4*************** CCF $ Notary $. Training/Education Fee :$ .. Technology Fee $ Scanning $ Radon $ DPBR $ .. Bond $ Double Fee. $ Violation date: Structural Review. $ Total Fee New Due $ 2](Q 4.00 See Reverse side • * Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no etp- roved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this /Z' day of , 20 /d , by 4 erre' ' , who is personally known to me or who has produced e ^Lieirs'�c,C agiclentification and who did take an oath. NOT P My , HENRY JR. ALBERTO MY CX)MMISSION# DD596995 444 ' EXPIRES: Sept. 19, 2010 (407) 398 -0t53 Florida . . • (Revised 07 /10 /07XRevised 06 /10/2009) M 4‘ 1.0 -t RQt. E.M% Plans Examiner Engineer Contractor 6 4/4 G t-e The foregoing instrument was acknowledged before me this /r day of 4 1 , 20 (.a , by G� rya Ica l�r tes44s * * * * * * * ** HENRY JR. ALBERTO 47 MY COMMISSION #DD396995 A EXPIRES: Sept 19,2010 7) 383-0t53 Ronda Nob Sambaed," who is personally known to me or who has produced ,6, as identification and who did NOTA '..' UBLI s Prin xpires: ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk checked LICENSE AND INSURED ABCO ROOFING COMPANY 11225 South West 50 Terrace, Miami, Florida 33165 TeL (786) 2234222 NO. r•, WORK RERQOFINGVREPAIRS -BARREL AND FLAT TILE,- GUTTERING AND SPOLTIN TO: ALVARO HERRERA OWNER'S ADDRESS: 272 NW 111tERR, JOB LOCATION: SAME PHONE NUMBER; 305 -758 -9313 FAX NUMBER DATE: 08/05/2010 STARTING DATE KIND OF WORK: RE -ROOF CITY; MIAMI, FLORIDA TERMS: 50% DOWN, 25% AFTER TEAR OFF, 25% UPON COMPLETION. WE ARE PLEASED TO SUBMIT THE FOLLOWING ESTIMATE AND CONTRACT-SPECIFICATIONS TILE WE PROPOSE TO REMOVE THE ROOF AT THE ADDRESS ABOVE DOWN TO WOOD SHEATHING OR SIMOOT1I WORKABLE SURFACE AND HAUL AWAY ALL DEBRIS. IF THE WOOD DECK 15 NOT NAILED ACCORDING TO CODE THERE WILL BE AN EXTRA CHARGE TO RENO IT UP TO CODE. WE ARE TO TIN CAP THE BASE SHEET CONSISTING OF 30 LB. FELT TO WITHSTAND INSPECTION BY THE COUNTY'S ROPPING INSPECTOR ALL PLUMBING STACKS ARE TO BE REFLASHED WITH LEAD STACKFLASIIING3. INSTALL NEW 26 GAUGE GALVANIZED IRON 3X3 EAVE DRIP ON ALL EAVES, INSTALL NEW 26 GAUGE GALVANIZED 16 INCH VALLEY METAL IN ALL VALLEYS. MOP DOWN WITH HOT ASPHALT A LAYER OF 90 LB., MINERAL SURFACE SLATE. INSTALL TILE IN A BED OP FOAM TO WITHSTAND A 30LB., TEST ON THE EAVEWARD END OF EACH TILE. TILE TO BE INSTALLED 15 BRAZILIAN TILE. GUARANTEED AGAINST FAULTY MATERIALS AND WORKMANSHIP FOR A PERIOD OF TEN (10) YEARS FROM THE DATE OF COMPLETION. ROFF AREA BEING INSTALLED IS SEVENIEENPOJNTSECTEENSQS, (17.16). PREMISES ARE TO BE LEFT IN A CLEAN CONDITION FREE FROM ALL ROOFING DEBRIS. FLAT WE PROPOSE TO REMOVE THE ROOF AT THE ABOVE ADDRESS DOWN TO WODD OR SMOOTH WORKABLE SURFACE AND HAUL AWAY ALL DEBRIS. WE ARE TO NAIL DOWN A LAYER OF #30 PAPER WE ARE TO MOP DOWN SOLID WITH• HOT ASPHALT TWO LAYERS OF 15LB.,FELT, SHINGLED IN. WE ARE TO INSTALL NEW 26 GAUGE GALVANIZED IRON 3X3 RAVE DRIP METALS ON AIL EAVES, LEAD STACK ON THE ROOF.THIS PRICE DOES NOT INCLUDE AIR CONDITIONER'S REMOVAL OR STILTS, OR METAL FRAMES. WE ARE TO MOP DOWN SOLID WITH HOT ASPHALT. ONE LAYER OF CAP SHEET. RO05 AREA BEING INSTALLED IS F1VEPOINTSIXTYSIXSQUARBS (5.66 SQS.). PREMISES ARE TO BE LEFT CLEAN OF ROOFING DEBRIS. GUARANTEED AGAINST FAULTY MATERIALS AND WORKMANSHIP FOR A PERIOD OF TEN (10 YEARS). WI( AGREE TO PERFORM AM)COMPI.STE THE WORE IN A WORKMANLIKE MANNER WI IIN A REASONABLE TIME FOR THE SUM OF 3) A)iMR00PBIDCD, CARRII6 PULL 3NIURANC6 ASIIRQUiREDBY 'MUM LAW DROP►RIY mom= MOWCRR PtC OMffi1N1. 6U1 BHAILROY 63W 4 SlEti«.`4G41{tl PtmDAMAORSVI RIFO%OW0�4INMPORWRII40T318M1D WORE DR AMOR Run ways, CAU6tD 6Y 8UU6* WAR OD, 811M ACTSCP O BNRADD, BTORM4 WDD ST08M6,NATBRIAL8F3DATAOt, OR ANY RVBNI BEYOND OUR CONTROL. 31 61,1, NM TOUR DONS O GUAMNTERD .AP. BPffO Mai TN spnaptunoros. NO PROM= VRWW,ORWf9WWBWIU.BB VALID. 4) O4T118BV814TPAYMS/416 NOrMAQB AR RP/MIN RT6I P)CATR1Nf, An. F6E$ Dion= IN COUP TI)N. WICB AS ATTODN6YMBA COAST CORRA. OO1LRC1t0N AORI2161 AM!, REPAID WY IRONER co OW10i4 3) ANY wampum Drool Num maw UPON INMD CONTRACT WIRCR ISNOT ME FAULT OP ADM OR WY= 11I6 OLDNI60L OF Tim SAM WII.AR R PP)ACOMIDIN1 TO • mei AND MATYP OLLSL 6 ) WORK ODNS,OR Anna= TOOR DOM, ON TIDE HOW RY(MOM THAN ARCO MUMPS AURWANDtDAOANF6 MOWER TIm WA66ANIORPPDM ANYPUI1711PAOBUOADONI 11 FRO= ANY MK occult. imam THEM= oF OUR OUARANN.R DUE TOURROOT MATHRIALS WcoANDOP bU1RFTPD ANY MINIM) BY UR, WYMBRSIN AMP TO 1� PAW 1I IOUASAN ISBWA L��L AB OR A3 M1E ONLY A) V9R D TO 6 PROP8K3Y W9 WWWI OCCURS As A RESULT Y OF1 AF7 SAIO60W m DIITAUBD. 9) WE weer muinONBIut FOR SIDBWALRS, LAWNS, AWNDR16,1624186, PpR AOCEDITO 7ffi 9) moo 2 MARANTT!$ AOA64STLRARAOS OUR TO, FOOTWEAR, IMP8OM mELDINO °Limp OBCEOOIJ'YRIACRDN ))* NAM, =On ORH RICCANEN36 TO SUPSFOLODlY110 COMPINTIONOFOIM WORK ONYOUAPROPIP Y. 16 WECANBB NISSI'6 Si RaORC,Dl6DAAINZI RE4011$PMICHBS OP ROOPDR4C(B f1O14 op sows, mom ANDA4DTORMATCI @RO W/IHT4mO01G6P.ATB$ 11 TF4B BID W6L PAAV ROMAWOAU. Y vm6 A WNONOT ACC WDTm4 36DAY1. ID THIS OO TPRAOTCOVERSONLYTMT WO6E WI1K 4m SPEC&3CALLY OPID4RATEDFIm1ID1 ANODOES I VI•COVERANY AMTIR4NAL 62IPAIR WIWI AYR POUND NECESSARY AP1611 co sons:air Ot WORE. 93) TIID ODARAMS 0 N0Y7}ANVEB.1m8 I51I601641115 DI ABOVRSPBCIFICMI6NE RUMP MOM TO Gahm.: TM to ARMS 601.MATI7N A N D if YOU DO NOT DANITHS WOW O R Say togs, TOU TOD AORREMNITY15615.1545 ANODOB TO TIMSRU3L0. DU3993103 MD8[ 6APO31MA1RPAR6FORS Mm1005ITOPT1ffi TRW) DUMMY DAY AFN®IYOII SIONTIO3 .INS SPSAIR MAY REV AU.ORMtn" ANYCAMI IOW PAYMSNI,NO1 TO ELMO OP 5PmC6NrOP Tits cp6HPR= OP1536 DATE V SIGRATURR z *-� // A/ . u). d I 02- 08 . 1 0 NOTICE OF COMMENCEMENT A RECORDED COPT MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT.NO. TAX FOLIO NO. /I ' ''i3�" 0 QG STATE OF !HEREBY original filed i STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby Ives notice that Improvements ���" B � RI Y 9 provements avlll be made to property, and In accordance with Chapter 713, Florida Statutes, the following Inf • Is provided In this Notice of Commencement. 1. Legal description of property and street/address: i€ O' (me ) 2. Description of Improvement: 3. Owner(s) name and address: AI-- Interest in property: Name and address of.fee simple titleholder: PLO Z r—tAilAD: 4. Contractor's name and address: 111111111111111111111111111111111111111111111 CFN 2010R0563777 Q Bk 27393 Ps 256.5; (fps } RECORDED 03/19/2010 14 :40:07 HARVEY RUVIHr CLERIC OF COURT MIAMI -DARE COUNTYr FLORIDA LAST PAGE LORIDA, COUNTY OF DADS RTIFY that this Is copy of the this o day of ,A020 hand end 0!ficral Seal. VIN, CL.fClr d Count Courts D.C. 2 7 2 /7//7i -' // 7 zror 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 Florid designated by Owner upon whom notices or other documents may be•served as provided by Section 713.13(1)(a)7., Fl rida Statutes, Name and address: 8. In addition to himself, Owners designa ss the following person(s) to receive a copy of the Lieno.r's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Signature of Own Print Owner's - Name Notary Public Print Notary's Na My commission ex 123.01 -52 PAGE 4 8/02 9. Expiration date of thi otice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specifi 4fftt , 20/1. Prepared by Sworn to and subscribed O Address: // a 2 —s AUG 1 8 2010 Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT SUBJECT agAlta MT DATE SECTION R441 E AND er UN.Y MULES AND REGULATIONS HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 betwee weer ant the contractor. The owners initial in the designated space indicates that the item has 1. t" Aesthetics - Workmanshlp: the workmanship provisions of Se providing that the roof system meets the wind resistance and water instructio _ Aesthetics (appearance) are not a consideration with respect to workmans -e • i es such as color or architectural appearance, that are not part of a zoning co s � � art of the agreement between the owner and the contractor. r /Agents Signature Date Revised on 7/9/2009 LD Con g • • • 2. �'' Renailing wood dec ks: When replacing roofing, the existing wood rddF'H4ck mad' have to be • • renailed in accordance with the current provisions of Section R4403. (The roof dec�k'is usually ce filed prig to removing the existing roof system). • • • • • 3. Common • roofs: Common roofs are those which have no visible delineation between neighboring • units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing eontraq orartc(or • 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. Qc 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 overloaded 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 interior 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. tracto nature Date 1 • Notary Public, Sate of Florida at Large Revised on 5/21/2009 o 3031d3 as AUG 1 8 2011 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: OS— � — t0 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: A ` J A t v_ Property Address: 2 *I 13 . • % \ \ 1.--7 e-rz 2' .-C Roofing Permit Number: Dear Building Official: 1 N.V,totz, ��E . � - fc t$. certify that I am not required to retrofit the roof to wall connections of my \ building because: s The just valuation for the structure for purpose of ad valorem taxation is Tess 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 e f the South Florida Building Code (1994 SFBC) Sig ure Print Name M iami Shores Viiiag Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this 1 < a da . 1 14 N HENRY J R. ALBERTO =' u •� MM IMON #DDS96995 EXPIRES: Sept. 19. 2010 cka just valuation of the structure for pu =� a ' .t�" • When the - j of ad valorem taxation ith FBC nor a 1994 .. = � ual to or mo = � = � - - . SFBC. Then you must provide a building applica on from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Section A MIAMI COUNTY "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: MIN ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Low slope roof area (ft. IOW Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Process No: ❑ Other: Section A (General Information) Roof Category ❑ Mechanically Fastened Tile ❑ Metal PanelShingles Roof Type .... ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintertdrt% ▪ • • • •• • Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type ?`• ❑ Nagai • ❑ LPSK• •: • • Roof System Information Steep Sloped area (ft. NMI Section B (Roof Plan) Total (ft. M ❑ Wood vtingles /Shakes • • •••• • • • •• • • •• • • • • •• • • • • • ••• •• • • • • • • • • • 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. Perimeter Width (a'): Comer Size (a' x a'): 2 2 9 / 6 2l 0 it--57 '614' and Identify Mandfactur • . (If a component is not used, id . System Manufacturer • NOA No.: 08 . _Design Wind Pressures, Fro • Praer1: Max. Design Pressure, From e SpecificNOA System: Deck: TYPe: ?) W 6) GaugefThicicness: 5/g_ Slope: •■• Ftorida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped.Roof Svstem) Fill in Specific Roof Ass Mbly ComPonents Fastener Spacing for Anchor/Base Sheet Attachment ntify as NA") e„. oc @ Lap, # Ro ws • @ 7 ° cc Perimete c oc @ Lap, # Rowel 6.11 oc Comer "1 " oc @ Lap, # Rows 6 @ 44% oc 13,45E Indicat Mean Roof Heiglat, ,earape H 9 t, • •• Height of Base Flashing, Crapdnent steriel, ' nding Material: Material - Thickness, Fastergv.;Tale, Astener '': l If 1 C":'643-5 • Spacing' or Submit Manufagtureta Detaila .... Anchor/Base Sheet & No. of • Artcpor/Base Sheet Fastene ar- 1 W031.. Insulation Base Layer: Ai./A • Base insulation Size and Thi ness: AWA . .Base Insulation FasteneilBo ding Material: Ni • Top insa4tion Layer. ki • TOp Insulation Size andiChl ess: /A Insulation Fastener/Bon ing•Material: " j Base Sheet(s) & No. of Ply( • N/A Base Sheet Fastener/Bondi g Material: • 1 C Ply Sbeet(s) & 1 o. o Ply(s) Ply Sheet Fad oem ener/B kr:Tii-A . ia Top. Ply: e7 Ac• Top Ply Fastener/ Bonding tellek 7 . : . .... • k A...sib Surfacing: RAS 128 orbalculations: Pmax8: .124 3. c'Q 20 • ' 121 if If U h Comply with RAS 111 and Ghapter , Number Fasteners Per Insulation Board j/A Field • Perimeter Comer illustrate Components Noted and Details as Applicable: • Woodblocking,. Gutter, Edge. Terrstrialiton, Stripping, Flashing, Contfhppfus: Cleat: t'ant • • • • Strip, Base Flashing, Agirepr- FlaMrig, Coping, Etc. • •••• • 1. 'peu" :... • • • . s ;) • sv144 • • IV (CT:" 617 •••• e < 4 4 / 1 1 F" Parapet Heiaht Mean Roof • Height • • • • • • • • Tile Roof System 'Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Miami-Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System EAGLE ROOFING PRODUCT • • e • • Minimum Design Wind Pressures, if Applicable from RAS 127 or Calculations): P 1: P 2: P 3: Maximum Design Wind Pressures, (From the NOA Specific system): 45 psf ••••• • Fill in the specific roof assembly components. If a component Is not required, Insert not applicable (n/a) I thlittxt box.• • • • • • • • • • • • • •• • Roof Slope: Roof Mean Height: 4 "112" Method of Tile Attachment: ft. — Adhesive, Medium Paddy Polyfoarn_Polypro— Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip/Cleat gauge or weight: 1 - -=: 26 ga.-7 r --Galvinized Metal— _ _ .... , 1-1/4 RS NAIL 4 elect Hook Strip : Deck Type: Optional Insulation: NA Basesheet Type: Tile Profile: —5/8" Plywood— • • • • • • • • • • • INA firIFFE• • • • • • • • • • • . Optional Nailable Substrate: • • • • • • • • • • • • Optional Nailable Substrate Attachment: Fastener Type for Basesheet Attachment: Tile Underiayment (Cap Sheet ) Type: Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV • • • • • • • • ;7■16 • • • • INA LASTM FELT 30# D226 1-1/4 rs nail & tin cap 6 oc@lap 12"oc@ field IASTM [EAGLE MALIBU CONCRETE TILE Section E 2 "Delivering Excellence Every Day" P1: P2: P3: MIAM COUNTY Pressure Required Uplift Resistance Average Tile Weight Tile Dimensions Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. 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. Description Required Moment Resistance P1:I x P2: - 7 8 . 6 x ? P3:' 116.2! x Mill Minimum Attachment Resistance x w: xw: x w: Mean Roof Height H Roof Slope 9 Aerodynamic Multiplier Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Symbol Restoring Moment due to Gravity Mg Attachment Resistance Mf Mr F' Fr W I = length w = width 0.282 0.282 ROMP EIS - Mg: - Mg: - Mg: 6.54 = Mr1: = Mr2: = Mr3: 5 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf •••• NOA Mf • •••• • • • • • • • •• • .. • • NOA Mf • • • • •• • • • • • •• • • • • • • •••• • or Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than Sr equal to the, Fr values, for 3ach area of the roof, then the tile attachment method is acceptable. • • • • • • - W: - W: - W: x cos 0: = Fr1: x cos 0: = Fr2: x cos 0: , = Fr3: Where to Obtain Information to complete tile calculations Where to Find P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site • Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) • • • • • • NOA F' • •••• • NOA F' • • • • MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted h1 " . by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas vt • allowed by the Authority Having Jurisdiction (AHJ). • ' • •• • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pro$N .Sontrol • • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserv Fright tp have this product or material tested for quality assurance purposes. If this product or material failhtpaprform in,. . the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may iniuxitilately •••••• revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA =awes the right • to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division tat 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 • • •• and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete 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 NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Ti era. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • •• • NOA No.: 06- 0526:09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 1 of 7 • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAg •. 127 using the values listed in section 4 herein. The attachment calculations shall be done a a••• • moment based system. ' 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Malibu Concrete Tile 1 = 17" TAS 112 w= 12 '/2" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Identifier PRI06178 7161 -03 Appendix III 7161 -03 Appendix 11 PO402 94 -060B 94 -084 P0631 -01 TAS 112 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) •• • •• • • • • •• • • Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 • NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 2 of 7 • •••• • • Product ••.• Description •• • Low profile, interlocking, highoessiure extruded concrete roof tile equtppee with • three nail hole and double roll 'albs.. direet deck or battened nail -on, 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 Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations Test Name/Report Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)O Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) • • • • • Static Uplift Testing ....O t. 1994:, • • • TAS 102 (4" Headlap, Nails, Direct Deck, •••• Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Restoring Moment Due to Gravity Date Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 • • • • • . •••• • "•• 'Mt. 1994 • • • • •• •• •• • •• • Vet. 1991 • • • • • ' • ...• •• • • • •••• Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 3 of 7 ••.• • • •••• Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 " :12" 4 ":12" 5 ":12" 6 " :12" 7 ":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens . Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.06 Table 1: Average Weight (W) and Dimensions (I x w) • • • • Width'w ij t) • Tile Profile Weight -W (Ibf) Length -I (ft) Malibu Tile 9.5 1.417 1.04 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 12 For mortar or adhesive set tile applications, a static field uplift test shall be 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 underlayment 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 requirement sl;d1 be in • • • • • compliance with applicable building code. " • • •' • • • • • •• • • • 4. INSTALLATION •••• • 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall Ue, id strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120 4.2 Data For Attachment Calculations • • • • • • NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 4 of 7 • •• • • • • •. • • •••• • • • • • • • • • • • • Table 2: Aerodynamic Multipliers - X ft Tile X (ft X (ft Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 12 For mortar or adhesive set tile applications, a static field uplift test shall be 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 underlayment 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 requirement sl;d1 be in • • • • • compliance with applicable building code. " • • •' • • • • • •• • • • 4. INSTALLATION •••• • 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall Ue, id strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120 4.2 Data For Attachment Calculations • • • • • • NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 4 of 7 • •• • • • • •. • • •••• • • • • • • • • • • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 •"' 2 #8 Screw 47.1 47.1 • •'.49.1 6 "' 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 • "24.2 • • • 60 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 • • •••• • 22.1 • • ••• 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 . .... 34.8 - • •• • •• 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 - o- 32.2 • • • •• 2 -10d Ring Shank Nails' 43.0 . 67.5 •• 60.9 • '••, 1 Installation with a 4° tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyProTM 86.61 Polyfoam PolyProM 45•5 4 Large paddy placement of 54grams of PotyProTM. 5 Medium paddy placement of 24grams of PolyPrem. NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 5 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • 5. LABELING • • •••• All tiles shall bear the imprint or identifiable marking of the manufacturer's namd br ldgo (Sep* • . • . • • Detail Below), or following statement: "Miami -Dade County Product Control A ". • • • EAiiL FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • ••• • • • • • • •• • •• • • • • • • •• •• •• • • • • .• • • • • • • • • • . . • •• •• • • • • • • NOA No.: 06. 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 6 of 7 •. • • • • • • • • Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile - Mortar Set' 20.60 5. LABELING • • •••• All tiles shall bear the imprint or identifiable marking of the manufacturer's namd br ldgo (Sep* • . • . • • Detail Below), or following statement: "Miami -Dade County Product Control A ". • • • EAiiL FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • ••• • • • • • • •• • •• • • • • • • •• •• •• • • • • .• • • • • • • • • • . . • •• •• • • • • • • NOA No.: 06. 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 6 of 7 •. • • • • • • • • PROFILE DRAWING NAL 1fOI.E 1.7"` • MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE 12 • • •••• • • • • •• • •• • • • • • •• • • •••••• • • • •••• •• • • • • • • •• •• • • •• • • • • -at.. • • • 'a-._ • • • • • •• • •• •• NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 7 of 7 4. nvvi 188 ROOF. CoVERING: MATERIALS (TVT) E Roofing 'Systems (TGFIJ)-Continued Insulation- (Optional): Otte or naorelayers perlite, wood' fiber,•glass fke4 isocyarturate, urethane, perlite/isocyanuxate compositelliat . urethane composite, wood fiber/isocyanurate conipbaite, plim. o 2 in. Ply Sheet Two or more layers Type G1 "GATIGLAS Ply 4": or GLAS Ply 6", • • • . Cap Sheet One layer Type G3 "GAPGLAS Mmersr Surfaced Csti Deck NC 1/2 . • .• bssulation: One or two layers lootherm'R"; 4 in inix, hot's:hopped. • Ply Sheet 'Any UL Classified greirelsCrifsied Clasi A asphalt glass fiber " • . • • p •e.et.(Optional): Red rosin p Base Sheet. OtielaYer Type G2 . . Base Sheet One layer Type G2 "GAFGLAS V75 Base Siteett,,... Ply. Sheet One or more layers Type.G1 "GAPGIASPIY rir.fGAP- GLAS PIO". • • Cap •Sheet • One layer Type G-.3 :"GA.F.GLAS. .Mineral Sorfssecil Cap Sheet". _.•• ,.• . . Z. Deck: C-15/32 . . .incline . • Insulation: One or more layers perlite; glass,fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite/urethane onaposite,•phe- nolic, 1.0 in. min (offset from plywood joints 6 in): • - • 'Base Skeet One or more layers. Type GI: G2 or G3. . ,• . • Membrane One or more layers "Ruberoid Torch" SmOothorGralutle), "Ruberoid•Torch Plue (granule), niuberai4 lolop" or.Granale) • or "Ruberoid Mop Plus" (granule). • • • . ••• • : .• .. • . Cap Sheet "GAFGLAS Kineral Surfaced C.apSheet", titkraopped! Decic C45132 • • •• • ••• Maim 2" • " • - '• • • Insulation (Optional): One or more layers partite; Wood'Ilber, glass • • fiber, isoeyanurate, urethane, pedite/iaocyanurate composile;*perlite/ uretlianecomposite, wood fiber/iSoeyanurate •COrnposite, -Phenolic, any thickness: Base Sheet Two or more layers Type G? 01 G3. . • • • • Pl3i Sheer(Optionai)::'. Onesor mole layers Type Gl. • .. Membrane: One or more layers "Rnberoid TordelSmOothnr Grerli4e), "Ruberotd,Tordiplus" (granule), "Raberoid Mop" (Smesotb'or. Granule) • or "Rislienid Mop Plus" (grannie): Cap Sheet "GAFGLAS Mineral S.urfaced'esi li n ot 'sooped:, •••• . . . Class )3 . . . 1. Deck C-15132 • . .• Incline 34/2 . — • Insulation (Optional): One or more layers perlite, wood. Ilbsc,, glass fiber, isocyanurate, urethane ,. perlite/isocyanurate composite,.perlite/ urethane composite, wood fd:ier/isocyanurate composite, phenolic, any • thickness. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4"or "GAF.- GLAS Ply 6" . . •. Cap Sheet Type G3 "G. kmeral. Surfaced Cap Sheet", hot mopped- 2. Deck: C-15/32 Incline: 3-1/2 . InsulatiOn (Optional):. One or more layers pedite,• wood fiber;gless fibs= isocyanurate, urethane, perlite/isocyanurate•composite,. perlite/ • ,, urethane composite,,wood fibet/isocyanurate composite, phenolic, any thickness. :,..• ..• • Base Sheet Two or..more layers •Th:ie G, G2 ac G3. •• Membrane : One or more layers "Ruberold.Tordt" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Rnberoid plop" (Smooth or Granule) ar "Ruberoid Mop Plus". -(granule). . . Cap Sheet "GAFGLAS Vlineral thufaced Cap Sheet", hot ; • 1. Deck C-15/32 Incline: 112' Insulation (Optional): One or more layers perlite, wood fib er,. glass Jibe* ilocyarittrafe, urethane, perlite/isocyarturate composite, perlite/ urethane composite, wood fiber/isocyan.urate composite, phenolic, any thickness., • • or Ply Sheet or Three more layers Type G1 "GAFGLAS Ply 4" " GAFGLAS Ply 61. ••. .. •.. LOOK FOR THE •LIL MARK ON PRODOCT ROOF COVERINGIDAATERIALS (TEVT) Roofing Systems (TGET.J) StufadaF. "Special Roofing Bitumen' 20 Pos/sq. • • COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR • Class A . . 1. Deck C-15/32 • ' • Incline: 1/2 Insulation (Optional): One or more layers perlite, wood liter, glass fiber,:dsocyamtrate, •urethane, 'perlitekisocyanurate composite, pezlite/ • urethane composite, wood fiber/isoeyanurate composite, phenolic, any thickness. "GAPGIAS Ply 6", hot mopped with .,,.1 tr bitumen a -• Stutfacinv Gravel; • . • • • COMBINATION HOT AND COLD SYSTEMS Class A • 1: Dedc NC • " • Inclin' ei2 • Insulation ( Optional): One or more layers perlite, wood fiber or glas •fiber, 2 iri. max. • ' • Ply Sheet Three or more layers Type G1 "GAPGLAS Ply 4" or "GAPGLAS Ply 6". ' • 1-1.i2 gal/sq. ' • • ' • • • • • •• • • ••• *. - • • • 2. Decic NC • • In drac 1 • • • - Insulation (Optional): One or mege!dreis .perliteovhcr fiber, gAps, • fiber, isoeyanuratejirethane, perlitsik?Owriureie c0.4041-,e; Fergie/ urethane composite, Wood fiber/isoVisarate cointosite4thenolicAssi? • thicness. . • ':•Ely Sheet Three or more layers Type GI "GAPGLA:S Ply A" or Surfaduc Gnmdy Industries k MB isluminus= Coating: at • • • • Ply Sheet Three or more laye GI "GAFGLAS' Ply 4 gra• • •••••••• ••• • •••• "GAFGLAS Ply 6".' . • • e' Sin:fads* •"Weather Coat Em ' ulates, ata gai/sq. • • • . • • • • • • ‘• • • • 3. Deck NC ... . • Insulation: One or •two layers 'rugthe:4cl hot moPp ed • , • . ply sheet Any Ul,. Classified gravel snaked Class% sAPtilt • • • 'Inclne 2 • • • • • • • • Insulation (Optional): Isocyanurate, yedite, WmfguW/composite • wood fiber•and glatis fthe•arly thidcitiass, �flylste *Base Sheet One ply Type G1 of•G7,Anechanically• fastened or hot . mopped • Ply Sheet One or more plies Type G1 or G2; adheredwith hot roofing • • ••• • asphalt: SurficinF 'GAF Prentitun Mitred Aluiniruirn Roof Coating"; • gal/sq or "GAP Weedier Coat Emulsion", 3 gal/sq. ' • • 5. *De& NC Inclinel • Insulation (Optional): Pedite,•glass fiber, polyisocyantirate;.viriod fiber, . . mechanically fastened, anythidatess:' • ' •'!Itase/Plir Sheet: One or 31u:ire:plies Type GI or: type G2, mopPed • OiatinF "Fibered iluminurn Roof Coaling". • -:* • 6•:' • Dk • :• • ; ' ' • Incline: I • • insulation (Optional): Perliteigiess fiber, tiolYisocynaurate, wood lib% Basetrly Sheet Oneor more plies Type G1 or Type G2, fulliadheed with either "Ruberoid Modified Bihniten AdliesiVe" or "Rubercild Modi fied Bitumen flashing Cent"; • - • Coat:111F "Fibered Altmainura Roof Coating", 14/7 gal/sqi • . 7. Dedc C 15/32 • Inan . e 1 • • • • Base Sheet One or more plies Type Gi; fastened: Ply Sheet Three or more plies Type mopped in place. Coatbigs: "Ilibe#d Aluminum Roof Coating"; 14/2 gal/a4: ' • • • • 4 Decic NC . • • • 1. 2. • • mat system. niedranfeally fawned, any thidcriess. Deleted Deck C-15/32 •• AK* • 1 • 41....r . alas Insulation (Optional); ' One demore layera'perliti, •wood .y., 0-- 'fiber, 'isocyantirate, urethane; peilite/isocyanii&e derrPosite, pndItSf urethane composite, wood fiber/isocyanurate composite, phenolic, all. Ply Sheet Three or rnore layers Type Gl• " Ply 47. ' thiclatess. • . , • "GALAS Ply 6", h.ot au:ppeci. , _. • • . • : . • 'SnifaCinF Grundy Industries "al MB Alomidurri Roof Coiting", 14/2 .0/4 .. • . . . • 3. .Deck NC • • ' . Incline: 7 . Inllation (Optional): .. One pr more layers perlite,wcort fq:}er, ge fiber, isocyanurate, urethane, pedie/isoyarrurate compcsite, pglur •-. urethane composite, wood fibeaisocyanurate composite pbee0 •• • • • • • • • Edge Nailable Deck County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. • • • • • •••• •• • Top Ply Interplies Roof Deck —a- Drip Metal •• • • Roof Mean Height: Drip Metal: Surfacing: Top Ply: Interplies: Base Sheet: Deck Type: PLYWOOD • • • • • • • •••• •••• • • • • • • • •••• • • • •• •• • • • •• •• •• • • •• • • • • • • • • .••• • • • • • • •. • ••.. • • ••.• I GaMrudMetal `gravel GAF MINERAL CAP SHEET GAF PLY 4 I GAF GLASS BASE 75# FOUR (4) PLY BUILT UP ROOFING SYSTEM NAILABLE DECK P N -B-4 -M BOTTOM SHEET ATTACHMENT NAILED MAW?: NAILED NAILED NAILED NAILED BASE SHEET STRATAVENT® NAILABLE ' #180 ULTIMA" BASE SHEET MODIFIED BASE SHEET PLY 4 w /SHEATHING PAPER FLEXPLY" 6 IN/SEEMING F F'BZ Bum -Up Rig Systems 310 GENERAL Safety: Refer to Section Section 1.06. DO NOT BEGIN INSTALLATION UNTIL THIS INFORMATION IS READ, UNDERSTOOD AND IMPLEMENTED. MATERIALS Material Requirements ger 1 Q0 sq. ft'.; • • • • Asphalt (per ply) ' .23 IDs. (1.22 kg /m . • Base Sheet t.l �Oly ' ••••• Ply Sheets • •2'phies Cap Sheet • ;T P;IY • INTERPLY T PL PLY4 PLY4 PLY 4 PLY 4 PLY 4 PLY 4 PLY 4 PLY 4 PLY4 PLY4 INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 I PY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 •• •• • • • • • 15 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS (WEST ZONE ONLY) BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET N -B-4 MIP6 NAILED STRATAVENT' NAILABLE NAILED #75 BASE SHEET NAILED #80 ULTIMA" BASE SHEET NAILED MODIFIED BASE SHEET NAILED FLEXPLY" 6w/S f TF Ff i SURFACING CAP SHEET CAP SHEET CAP SHEET CAP.SHEET CAP SHEET • • •• • • • • •• • • • • 12 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFIC1JJ AS ••.•.• •••• SURFACING CAP SHEET CAP SHEET CAP SHEET CAP SHEET CAP SHEET • • • • • • • •• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 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 construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allo i• by the Authority Having Jurisdiction (AHJ). • • • • •••• • • •• • •• • • • • This NOA shall not be valid after the expiration date stated below. The Miami-DIN Vo'unty PMdtfct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami fade County) reserve the right to have this product or material tested for quality assurance purposes, if this pro Lt dt material fails to perform in the accepted manner, the manufacturer will incur the expense of such tinting and the AHJ may immediately revoke, modify, or suspend the use of such product; ohnetteriarwithift their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determirel py:Miami -Dade County Product Control Division that this product or material fails to meet the requirements, t.ttc applicable building code. • • • • • • • •• • •••• This product is approved as described herein, and has been designed to comply with the Florida Bufltltdg Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. 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 own. 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 renews and revises NOA No. 03- 0501.05 and consists of page, 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/05 Page 1 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. ' Fire Barrier: FireOutm Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- Wekind Smooth or RUBEROID Heat WeIdTM 25 base sheet mechanically fastened to deck as described below; •••••• Fastening Options:. GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS Sheet oa any of above Base sheets attached to deck with approved angui rring. sly • • nails and tin caps at a fastener spacing of 9" o.c. at the lap sfeteltted and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf,, See General Limitatlon.4). . • • •••• • • • • • GAFGLAS® Ply 4, GAFGLAS PIym 6, GAFGLAS®A7S %ase Shea or any of above Base sheets attached to deck with Drill- TecTM #14 or # 15 Sorews and 3" Drill -TecTM steel plate or Drill -Ted! ; Acc iTrac Ilatal • 12" o.c. in 3 rows. One row is in then 2" side lap. The other w s ere equally. • • spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - 4Spsf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 525 psi, See General Limitation #7) GAFGLAS #80ULT1MATM, RUBEROID RUBEROID Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psi, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill TeoTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maxalmum Design Pressure -60 psi, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and =3" Inverted Drill -Teem insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 • • • • • • • • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teo #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Tecmt AccuTrac Plates, 8" o.o. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psi, See General Limitation #7} Ply Sheet: One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS ® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20.ts.top • membrane) Install one of the following: • • • • • • ▪ • • 1. Gravel or slag applied at 400 lbs./sq. and 300 Ib;.7. r;spectOil iu • • a flood coat of approved asphalt at 60 lbsJsq. or gp pgl in a floO • • coat of Leak Busterm'a MatrixThi 103 Cold Process Adhesive applied ▪ • ata rate of3 galsq. •••� • 2. GAFGLAS Mineral Surfaced Cap Sheet, GAF • �f s? Energy G.ap Mineral Surfaced Capsheet adhered In a full mo piipagf approvid asphalt applied within the EVT range and at a rage of 79-40 lbs./sq. Maximum Design Pressure: See Fastening Above • • • • 3. Leak Busterni MatrixTM 303 Premium FiberedAhi, l num hoof • • • Coating,.at 1.5 gal./sq. . • • • • • • • • 4. Leak Buster'' Matrix 715 , Leak Busterm MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster= Matrix' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto-1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No. 07 1219.09 Expiration Date: 11/04113 Approval Date: 03/20 /08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1ya'M 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens DeckTM or '/a" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIM TATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. ' 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied irt,agproved' panel size shall be 4' x 4' maximum. • 4. .An overlay and/or recovery board insulation panel is required on all applications over dosed cell foam insulations when the base sheet is fully mopped. If no recovery board is used ttt.lmse shoe; sli X11 be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.6, a, atrip i4eppe+ 8" ribbons in three rows, one at each sidelap and one down the center -of the sheet aliening a cg inpous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed e' ery'12' in each ribbon to allow cross ventilation. Asphalt application of either system shall I •at a 1inimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design'press1re oi; 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Flores Op value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,ed- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or•membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7, Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this . . limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 ' - ACC..)Rl CERTIFICATE OF LIABILITY INSURANCE DATE (MM10D1YYYY) 08t17t2010 _ THIS CERTIFICATE IS ISSUED AS :e MATTER OF INFORMATION ONLY At..ID CONFERS NO RIGHTS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE BELOW. THIS CERTIFICATE OF INSURANCE_ DOES NOT CONSTITUTE A CONTRACT BETWEEN REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. JPON THE CERTIFICATE HOLDER. THIS AFFORDED BY THE POLICIES THE ISSUING INSURER(S), AUTHORIZED IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pai,ty{ies) must be endorsed. the terms and conditions of the policy, certain, policies may require an endorsement. A statement on th certificate holder in tieu of such endorsementt If SUBROGATION IS WAIVED, subject to s certificate does not confer rights to the PRODUCER 954 - 318 -2469 954-318-2474 INFINITY INSURANCE SOLUTIONS 6412 N UNIVERSITY DRIVE SU ITE 132 TAMARAC, FL 33321 INSURED 305 -274 -5145 305- 553..4719 ABCO ROOFING & RESURFACING CO. 11225 S.W 50TH TERRACE MIAMI FL 33165 a INFINITY INSURA r. - (i :,N� 3 1 8 - E.'4A!L 'NFQ@ ISFL COty, PRGOuCER :NSURER(S; AF :OF INS'JRER c • HERMITAGE INS. ,NDURER IJCi;aER r • INSURER G :NSUgERE INSURER F NICE SOLUTIONS FAX (A,C.No)• 318 -2474 DING COVERAGE NAIC B COM • COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POL:CIES OF INSURANCE LIS eELODU HAVE SEEN ISSUED TO THE INSUR INDICATED NOTWITHSTANDING ANY REOLIREifENT TERM :''R CONDITION OF AP:Y CONTRACT OR OTHER CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE. ;NSJRANCE AFFORDED BY THE PCL(C!ES DESCRIBE E`,CLUSIONSAND CONDITIONS OF SUCH POUCIES LIMITS SH::,1ldN MAY HAVP BEEN REDUCED eY PAID CLAIM AWL - - _ - POLIt`r £F - POLICY EFF LTR TYPE :.. ., , NSURANCE PO . a YY iNSR 'vJ�i POI I NUMBER t,AtJtDDfY't'r�1 tdtODl`N. ,; ED NAMED ABOVE FOR THE POLICY PERIOD DOCUMENT WITH RESPECT TO WHICH THIS HEREIN IS SUBJECT TO ALL THE TERMS. LIMITS - �i. GENERA; LIABILITY i - - - - _ 1'iGL =_ ,- - y, '4'2•').'1;) 04/28 i1 - - -- _ _. - . _ 7300.000_ '1 000 Ccc ; .. _300,000- .. . .. ...__ 309 0_O.Q__ . 300.000 AUTOMOBILE LIABILITY • UMBRELLA LIAB - - - ,- EXCESS LIAB -.. • • - ---._. ._... ____ .., WORKERS COMPENSATION AND EMPLOYERS' LIABILITY . .. • (Mandatory in Nti) l_.—.J Schedoie ,i more space is req.:red) -- -....._ ;:; DESCRPTiON OF OPERATIONS 1 LCCATiONS: VEF:iCI.ES (Attach ACORD 101 Ad.lt :anal Rema' s 98678- ROOFING RESIDENTIAL 98677- ROOFING COMMERCIAL INCLUDED CERTIFICATE HOLDER 305-756-8972 CANCELLATION I A V '• - BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES. FL 33138 SHOULD ANY OF ms ABOVE :ESCRIBED THE EXPIRATION DATE TNEREOF. ACCORDANCE WITH THE POL POLICIES BE CANCELLED BEFORE NOTICE WILL BE DELIVERED IN CY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 X2009109) t; 1988 -2009 At ORD CORPORATION. All rights reserved. The ACORD n ;m€ and logo are registered marks of ACOR LABOR READY � , ,L � � � ,L ' ,- PAGE 01/01 , ok, ACORD CERTIFICATE OP LIABILITY INSURANCE P "� Oj '� LDt1d 7/1/2011 09/08/2010 11:01 3058887859 [�7 F2 GENERAL LAGER, • GENERAL UA5ILITY CLAN MADE Ei OCCUR IIb t1,i $l 4 STR.SIM GEHLA GGRECATE U% tpPt3 PER POLICY ■ PRO. AUTOMOBILE uA8ILITy ANYAUTO AU. OWNED AUTOS SCHEDULED AUTOS T AUTOS NON.OIIUNED AUTOS GARAGE LtABILITY ANYAUTO OOCUR ❑ MADE RETENTION $ WORKERS COMPENSA p�L LIARILTIY T►ON AND Y7� • F2 OTtr� Elam � Comp POULT NUMBER 3976406 (A,0S) 3976407 (VA) NOTAP.,PIICABLE 20342900 (AOS) & 20342889 (CA 20342391 F) & 20342895 (TX) 2 0342901 (7 • MONO STAl216 20342902 (MA)* 20342893 (OR) 0910583 (QSI) 7/1/2010 7/1/2010 7/1/2010 7 /1/2010 7 /1/2010 7/110 7/12010 7/1/2010 7 /1/2011 7/1/2011 7/1/2011 7/1/201 I 7/1/2011 7/1/2011 7 /1/2011 OTHER THAN AUTO ONLY: EA A00 EACH OCCURR a E 're © r• L +V uirr �1a P.L. DISEASE. EA $ 1,000,000 $ xc a ,00000 X a ' OM O 5 000 000 S 000 000 • 3131:10000C 1,000 000 $ 1 ,000,000 $ 1 000 000 E or Aven BMW 9110 Suite 700 Denver CO 80237 (803)414 -6000 H THIS CERTIFICATE 18 ISSUED AS A NATTER OF INFORNIATloN OLDER THIS CERTIFICATE G DO S NOT AMENCERTIFICATE ALTER THE COVERAGE AFFORDED THE POLIbIES BELOW. INSURERS AFFORDING COVERAGE NAIL 4 INSURER A : National Union Fire ins Co Plltthurgh PA mum a I New I3mrlpsh6Ne insurance Company a19UROR CC : lams= Company of the State ()IPA INSURER O I 19429 4360737 7/1/2010 7/1/2011 7/1/2011 BODAMINJURV (Per Fess* 00D1 INJURY 1 PROPERTY DAMAGE (peraealgpNt) AUTO ONLY -EA AGENT El- at3oA!E- POLICY LEST 19445 23841 ate° labor Ready, inc, 1048419 (See Attached Named Inured Schedule) PO Box 2910 X1354 A 98401 COVER405S '.C1tU13z,02 LS F TE 10981640 First Choice Enterprise, LLC Miami Bea h, c P1.33414,5081 INSURER E ; D 0ATE OF I N$ mums THE P ES OLICI OF W$IIRANC:E , c , - .1,4.•1 �A.c• : r dS ES CO : A T uucu u :RM ON IMO pp CONTRACT E B N u io THE I i - -• RAINED *DOVE FOR THE POLICY PERIOD . ' ' " A/ g MAY PERTAIN, NE R , TE R M ON CON rrI BY THE CS, DESCRIBED IS SUBJECT TO Aid. T T 1! T N • STMn]' O R ENT VInT RESPECT TO WHICH THIS S I G N FIG D C MAY B): a QR POUCIES. AGGREGATE UM SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS i ICLtJ� AND CONDITIONS 12p 8Ul2H S'••7ti�ya / - - PDLILI/E][ARferofu WWI', • Solemn =Limit 61,000,000 N OP OPERA . g p 0L69r _ LLC am men af � oaa b was d Ted to do work behalf of Abdo RaoSn d Labor y and Atmp Roofing as E� e� � Roofing and Fief Mice &ravine, S 1.000,000 $ 1 000 000 "a__:3112N 1 9451 IHDU1D ANt OF THE ABOVE DESCRIBED POLICIES BE THE IDURRATION DATE THEREOF, mama a INSURER Wa.4. Beeman TO YAIL AL p4YS weurren NOTICE TO THE CERTIFICATE MOLDER swim •ro NS LEFT, Mir FAuumE To 00 SO Bwu.L NO OIIILIGATION OR ;Amway ANY KIND UPON vim =um& ITS Amons OR R28ENTATT1E.$. ACORD xe (2009I01) ELITE samsmultipm 9/8/2010 TheACO �g �� 1 • 20 ACORD CO .- • RATION. All rights reserved For WeeNNOne euif erne Rro !PPM* Omni the a last i a h a j , eA ,cn ed°L fr th, , m code TNeUauIF B A a c A 0910812010 14:55 3058887859 1048419 (See Attached Name J Insured Schedule) 1015A Street PO Box 2910 Tacoma WA 4 98401 2 10544 A ACORD. CERTIFICATE OF LIABILITY INSURANCE PRODUb'ER LoCkton Companies, I1C Denver X COMeAERdAL GENERAL LRRY I- CLARIS MADE , -- O UR X Host LI Laoor 3lM X SIR SIM AC � . APFL,E9 Pdt X POLICY PR fLOc 8110E Union Avenue Suite 700 Denver CO 80237 (303) 4148000 AUTOfeOBaE UARILIIY •X ANYAUTO _ ALL Orb AUT09 SCHEDULED AUTOS HIRED AUTOS NON AU704 GARAGE UULBILrn R ARTAUrp ___.ExCEMINUMDRELLA wBILn,� auuR ❑ CLAMS MADE Fin R DP.DV� ra RETENTION $ Moms T81R AND ANYFRePA a ar uIN 8 IBNAL.PROW61448 Wow OT ER Velem weecCoup __OSJ FICGTE• Ndl 0ER 10992832 Miemi Shores VrlIege 10050 Shores, a �7 Avenue Miami ACORD 26 (2009/07) YIN 4360737 3976406 (ADS) 3976407 (VA) NOT AFP/ACABLE 15972426 20342900 (ADS) & 20342859 (CA 20342991 (PI) & 20342995 (17L:) 20342901(E.L.. MONO STATES) 20342902 (MA) & 20342393 (OR) 0910583 (QS>) 7/1/1010 7/1/2010 7/1/2010 7 /1/2010 7/7/2010 7/1/2010 7/1/2010 7/1/2010 7/1/2010 LABOR READY 7/1/2011 7/1/2011 7/1/2011 7/1/2011 7/1/2011 7/1/2011 7/1/2011 7/1/2011 7 /1/2011 rkg ROPILY INJURY (Per Rena,) BOGEY W JURY O am) men a} OTNER THAN Aura ONLY: The aco rceu� �f1d IO�p} 1 88 200 ACORD • For a1�aile�, rate NIL! cmtlikm� GOnhm1 IM.1„160I�itl hf n m .mfArI aP PA C pro i gado TRUBLOV. 7/1/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION OR HOOLDER. TH C TE H S DOES NOT AMEND EXTEND OR ALTER THE ERACE AFFORDED SYTHE POUbIES BELOW INSURERS AFFORDING COVERAGE NAIL S INSURER A NLelonal Union Finis Co PiO3buv b PA COVERAGES TRU8L02 THE POLIO EEL • HAVE B tSSIJ p TO THE tNSUR50NAMED � '' 6! 1A" ' a9: r . a c 11.1' eg_ J;t•19 t• I aRi • ac��l.•,..'K ANY RECIRIRRMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT MTh RESPECT TO WHICH Th7S CTIFICAtE MA DE QE OR MAY PERTAIN, THE imsumANEE AFFORDED ay THE POLICIES DIMCRIDED HRRMN IS SUBJECT TO ALL me ThMMS, ©Cd•US DAM AND CONOMONS OF SUCH NOR ADM POLICIES, ARORI:C,ATE LIMITS SHAWN MAY HAVE BEEN REDUCED BY PAID L ISM. LTR sew TYPE OP adSURANON POLICY NUM MI DAYS GU CkOTE(I ANIT UMIB oireenvE DEN, MAI. LIRBaire EACH *COWMEN= OAAEAOQ To AMI e r M D EX parson) PERSONAL a AOV INJURY GENERAL AGDREVATA PRODUCTS OOP/Pi p wJ5 OOAI®INED SrNeLE LILAIT (Ea acelderg PROPERTY DAMAGE AUTO 0N1,Y- EA AC(NDEM _rte, , oaA1 EN0E AO3 E.L. EACH ACC pJ1 s 1,000,000 EL =EASE. Ilia EMPLOYEE s 1,000,000 E.L. DISEASE_ POLICY L®@T WO- SIENNzy EL Limit. B],Da9;ON DATE(MMODPyyyy) 9/8/2010 s 1,000,000 s 1.000,000 $ s 1,000,000 s 5,000.000 $ 3.000,000 s 1,000,000 X3COCXXX s X30001XX e XX: EAACO s 3000DOCX 4 =MOM s 5.000,000 s 5,000,000 s XXXXXXX $ XXXXXXX $ 1,000,000 OESDRIPTION OF OPeRMTION9tlOCA NI/Men The e covera ° 1, Labor bites ONO dl t co be Roofing. Abco per ' D s as mynas C taa1 Lmd ih, Roof>ag Is named Additional Insured CAS .N CM194511 MOULD ANY OP THE A90Y! ontonerann POLICIES ®E CANCELLED BEFDR! TMe FJ P15ATION DATE THERsop, THE Wawa INSURER WIU, EHDEAW314 70 AAAIL AL DAYS warrIEN moron 70 THO OEFTIFEATS HOLDER HAMSD1O L55T, our Faunae 71 DO wawa. 1Mr03E NO OW/SATION 0R LIABILITY Op ANY KSJD UPON TK I , IT$ AG!N S OR REPRESENTAYAn18. AUTHORLT,F• ORATION. All rights reserved PAGE 01101