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RF-12-168
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 169423 Permit Number: RF -1 -12 -168 Scheduled Inspection Date: March 19, 2012 Inspector: Bruhn, Norman Owner: OREJANA, FERNANDO MONEDERO Job Address: 101 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUNSET CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (786)329 -0222 Parcel Number 1121360050090 Phone: (786)286 -0069 Building Department Comments RE -ROOF FLAT TO FLAT AND TILE TO TILE. Inspector Comments Passe f ,, /1. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 16, 2012 For Inspections please call: (305)762 -4949 Page 9 of 19 F•I•E• FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07-0612.11- ate of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: y o,- D ' rV t 1.4 ee 4. C A Job Address: 1®1 t®5 4a i NA. t .&tA t g1, '1 Roofing Contractor: dt)$ ►a1?-4t. et& Js po Permit Number: 'Kt. 17- --lb t Type of Tile: k4 41 t ®o ''° 5444 Approximate Roof Height: 1® feet Slope: 3 ' 2- Approximate Squaq`e Footage: 2, 4C1t) ft2 Type of Access to Roof: Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shitnpo Instrument Date Installed: 3'et ° 1'2 Date of Inspection: `3 ° t - TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or Test Location P or F Test Location P or Test Location P or F 1 TA s 21 ?, f 41 sC 61 FA5, 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 ...el 95 16 36 56 76 96 17 37 57 77 1 97 18 38 58 78 98 19 39 59 79 99 20 / 40 i 60 / 80 100 J ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST ADDITIONAL TEST INFORMATION Perimeter Width: `S ft Area Units or ft2 No. of Tests Perimeter I t coo 1 it Field Corners r (9 M C, Hips & Ridges oe... 1 RESPECTFULLY SUBMITTED BY: 1W a .„ e. ! e '6„ 4 a , • " ' J. 4! * • , v 0, ; „fa t , • 4 . • .4 t o a • a 99 O0 � ■! ■ ■ ■ ■ ■ ■! ■ ■ ■! ■ ■■! ■1111111111111 ■! ■ ■! ■1 ■11!11 ■� ■� ■ ■■111IM ■ ■IIMI l ■MIIMIU !■ ■ ■ ■■ ■■11111■1111■ ■11 ■ 11!■!`:%! 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ULTE ERILR■iINME 11 ■ ■ ■ ■ ■!■■ ■!■ ■111 ■■ 1111► 11i�i�C•�: ■iL� ■ ■11 �`7■ ■111■ ■111 ■!■ ■1111■■■ 1111111111■■ ■niffi "titAINI VARI IAILI[ ! ■ ■11■ ■■■■ ■!! ■■ men= ■ mai L 11!■!!■me °11 11m11 ■■1111!11!11■ ■ ■11 ■t■ ■■ </ 1111 ■►1 ■r'i11 ■t+l�!/■ ■ /C:1 ■ ■1 ■ ■ ■ ■■ ■1111■■ ■■11111!1111Rt l■ti' ■lil ■■iiiikt 111111 L; 111■I ■■i!■■11■!11111 !■■11111111 `a ■��'lic 11 ■!!! ■ ■11 ■ ■t ■ ■ ■�i ■ ■I ■11 ■■ ■1111■ ■! ■ ■01111•1111111111i11■11!l111111■111111111111■ ■■11!!11111■ ■/■!■■■!■■ 11 1P !■N■!1111■ ■■P!1!■1111/■■ ■ ■i■■■!■■ 1111!■ 11111111■1111;aiilmumwarm11►!11■■■i ■1111■■!■■ 11!1111■ ■ ■ ■ ■ ■11■11■11■!■!!l11111111■l11l1111 ■111111■!■■■ ■■!minni11■■■ ■■■■■■!111111!■!■ ■11111111111111111111■■ rimmu 11■ 1111 ■1111111uu11■11■■1111■■■■11■ ■■1■■■■■■■■ ■■!■!■11■■■!11■■■!■■ ■11 ■11 ■ ■ ■■■■11■! ■111■■■■!■■ FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Job Address: 1 0 1 O. E.. l Contractor: OP 1 CiD t11- • Other: Sketch of Roof Notes t gyp. t +. "u 4- ®= wt,v }V 64 v-!4. . E3 E�4. 4I TA 1.4la 1 ° 1GL -',z2, Do fog O a • a 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 No. PERMIT, APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): -rG/L•t/R.V/%b /' fOA.'6 O6/ZO Phone #: Address: /0/ *'E /OS gT City: Al/ %Mi/ 9#0/46.5 4.65 State: - rit, 2 / Zip: 33 / 3.9 Tenant/Lessee Name: Phone #: CEI \TED JAN 3 1 2012 Master Permit No. (2P42—wie, Email: JOB ADDRESS: /O( Air /c' S 5T City: Miami Shores County: Folio/Parcel #: 2 / b (o - 005- 00 ?0 Is the Building Historically Designated: Yes Miami Dade Zip: 33/38 NO 0( Flood Zone: CONTRACTOR: Company Name: 7G4' Er dWrizocwae. h/C. Phone#: Address: Of t 5 Ai d /61 ,r- S cJ (r E/ 3 City: "AR/ 1State: r1�2 //%* Qualifier Name: Suaj �• ®(/2lQTeS ?86 -e S6 -coo ip: 33o'S Phone #: 1786 -286— 0069 State Certification; or Registration #: CGC.I 32 874S" Certificate of Competency #: Contact Phone #: O5)3 Email Address: G SkeDA e 4M'1/L -Cowl Phone #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ //, .SOO — Square /Linear Footage of Work: 6 Type of Work: ❑Addition ❑Alteration �-• ❑New Ir' Zepair/Replace ❑Demolition Description of Work: £6- " OP 7 4 7 rt0 ?G7T 42 T71.6"5 7?J Lames.. *** k**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Sid 61°L) CCF $ CC /CC $ Submittal Fee $ `:�!( /r l.J�,�_ r-� Permit Fee $ Scanning Fee $ ' ' Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DU Bonding Companyy's Name (if applicable) Bonding Company's: Address City State Zip Mortgage Lender's .Name (if applicable) Mortgage Lender's Address City Stale Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify t at no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the s ndards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL ORK, 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 he 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 FINANCINGS 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 exceeliing $2500, the applicant must promise in good fuitlz that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is :subject to attachment. Also. a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4° Owner or Agent The foregoing instrument was ackn�ow, ledged before me this 2-3 day of T�t)A+ 20 i 2. by n'�d l ®"l r deg; who is personally known to me or who has produced �'b L As identi and who did take an oath. NOTARY PUBLIC: Sign: Print: d�111 �� °' �Q�2Ate2 —44 My Commission Expires: 404.:;oet, LAURA GONZALEZ * MY COMMISSION # DD 797790 EXPIRES: June 15, 2012 ul44 o F Bonded Thru Budget atWySwicJ Signature Imo'' WConttactor The foregoing inslrum nt was acknowledged before me this 2 3 day of �IA t)Aw , 20 by A-14) 2 4172S who is me or as identifica NOTARY PUBLIC: Sign: Print: My Commission Expires: who has produced ho did take an oath. 4O,vt > A LE 2 . ,tioV:;4<t, LAURA GONZALEZ • * MY COMMISSION # DD 797790 EXPIRES: June 15, 2012 `o1 Bonded ThruBudgeNJWery Sentes a�x�+ x+ x+ x********* 4******* �x*** * * * *�u****** * *+a�w*** * * ** * *�x +: *** * ** *** * ** * * * *** * * * *�x� *** * * *w,,,i,* 4 * *:x****** *mix ****** APPROVED BY 1 Structural Review Plans Examiner (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk A 21 1111111 11111 11111 11111 1111111111 11111 11111111 4 2012R0066700 81, 27979 Ps 2917; (lps) NOTICE OF COMMENCEMENT RECORDED 01/31/2012 10:3331 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION I 1 HARVEY RUVIHr CLERK OF COURT NIAMI-DADE COtJI4TYv FLORIDA LA$T PAGE PERMIT NO. ,;■ STATE OF FLOOR:A: COUNTY OF MIAMI-DADE: TAX FOLIO NO. 11 2/3600S 0010 THE UNDERSIGN, ED hereby gives notice that improvements will be made to certain real property, and in kdbrdance with Chapter 713, Florida Statutes, the following information is provided in thitINOice of Commencement. 1. Legal desption of property and street/ address: kil x/e-/os- 497- re 2. Descriptilnf improvement .; -"goo F 3. Owner(s)Intime and address: Ato 712, fof /0.5- $7 Interest it) ptoperty: 041 ner Name aril ddress of fee simple titleholder: 4. Contractdri; nanne_apd ad • re ordor.•M' I tWir /1/41 /67 r -hoots Ateorwor, EseoperrnA, COUNTY OF DADE 5. Surety (qayment bond required by owner from contractor' if 'any) g• P5a: rs a ?rue copy o' 6. 7. 8. 9. Prin C 04, mime el ku k kluul ebb . ,,,:- ----.4 bond $ Al\l- 3 1 2012 Ali "-- D 20 and address: ., , , G I, 0 drir,,' 61f r,4„/ Se . . rir , ati Swom to anddbscribed Notary Publi Print Notary'ikNOme: My commissionpxpires: me this "Z-- day of 20 17- 1-AR)A-A- )1L-A-az . Address: ID S J4.) (61 ST- 5a.44-6e. eis (41,as4A)F1 5-50/5-- 404!::.:;:ot, LAURA GOPEALEZ * MY COIAMISSION DD 787790 EXPIRES: June 15,2012 &MON Budgettatary Senices 07- (2)Ci Z - I() Miami Shores Village Building Department 10050 N.E.2nd Avenue Miajni Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: -r>✓itNANPV mot.) E DE IZ0 Date Property Address: lO l N 6 10 S 5T Mp4M,1 StVORES! F L 3313? Roofing Permit Number: Dear Building Official: I V1 .NP (Y0 t-Ag) 9 Ewa certify that I am not required to retrofit the roof to building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.0 `valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code ( of 1994 edition of the South Florida Building Code (1994 SFBC) Signature 2NAN Do Print Name wall connections of my . Please attach proof of ad BC) or with the provisions 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. 4 —p Sworn to and subscribed before me this G , ,�� day of �f m., 2�J� - ��� ; , �.) ,AUK, t, �a .+;,,�,. GOI�ZAt EZ Notary Public, Sate of Florida at Large ,/-44/ I - LAURA f►J ~fi r,<< , EXPIRE"fie-t5� `")..,,t o �� ThtU BudgePNoteY 981 �s • When the just valuation of the structure for purpose of ad valorem taxation is equal to or eFtl~ian $300000.00, and the budding Was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigatiorj. Revised on 5/21/2009 Property Information Map Miar;O-Dad Home s uJunty, Florida DARE Property Information Map Aerial Photography - 2009 This map was created on 1/29/2012 10:55:28 PM for reference Web Site © 2002 Miami -Dade County. All rights reserved 0 ,as only. 14 ft Folio No.: Pro.ert : Mailing Ad( ress: Summary Details: 11- 2136 - 005 -0090 101 NE 105 ST� REBECA COS1 & RAYMOND S GRAVIE 01 NE 105 ST MIAMI SHORES FL 33138 - Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Livin Units: 1 Adj Sq Footage: 2,032 of Size 9,256.98 50 FT Year Built: Legal Description: 1939 DUNNINGS MIAMI SHORES EXT'N0 1 PR 41 -51 LOT 0 BLK 201 LOT SIZE 75.260 X 123 OR 20215 -0521 02 2002 4 OR 27047 -3873 0809 30 Assessment Information: sses -1 \/alue 20733 $118,941 ' 1-xentrt=i1P rinP)rtiatiVin. I (7 �� 00 $2520 ,0100 He rlusteav YES tormation. ear: at1 "11 Intl Taxing 911199, t, Region, Count} ity Schoo! oary Sale Da'e. Sale Amsum Sale CF7 Sales Qualifi iu Descrio on. pplled Applied Exe rnp o Fxemptic n' Tarat:le Taxable Value, Value, 550.01Y0 0ro!! 850,050/ 575,733 $68,949 550.000! 250,000/ 270 733 $68,949 350,000/ $50,000/ 570,733 $68,949 525,000% 293,949 009 ion: 2?047 -3873 T rsnsa ;tion involving r` hf /il ■aced parties (family, icon ora.e, business. ;jlandlord- tenant . - ,3dHana! Sales http:// gisims2. miamidade .gov /niyhome /ptilltntap tp: / /gisiins ,1111aiTit;l-;de . go,. 1!rWared by: Liana Martinez, Esq. Return to: Gladys A. Cardenas, P.A. 829 NE 79 Street Miami, FL 33138 305-754-6460 File Number: 2011COSTA Will Call No.: 305-754-6460 _LSpace A For Recording Data] Warranty Deed This Warranty Deed made this 28th day of November, 2011 between Rebeca Casta, a married woman ami Raymond S Gravie, a single man whose post office address is 2350 Lantana Road #3214, Lake. Worth, FL 33462, grantor, and Fernando Monedero Orejana and Mercedes Pbiza Sanchez, husband and wile whose post office address iS 101 NE 105th Street, Miami, FL 33138, grantee: (Whenever used herein the terms "grantor" and "gantee" include all nie parties to this instrument and the heirs, egal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) WitneSSeth, that said grantor, for and in consideration of the sum of TEN AND NO/106 DOLLARS ($10.00) and whet' good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, arid grantee's heirs and assigns forever; die foltownig described land, situate, lying and being in Miami-Dade County, Florida to-wit: Lot 9, Block 201 of DUNNINGS MIAMI SHORES EXT 1, according to the Plat tiler eof, as recorded in Plat Book 41, Page 51, of the Public Records of Miami-Dade County, Florida. Parcel Identification Number: 11 2136 005 0096 SUBJECT TO Covenants, restrictions, easements of record, without reimposing same, and taxes for the current year and subsequent years. Together with all the tenements, hereditaments and appurtemnces thereto belonging or in aiiywseapprtainrng. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free or ail encumbrances, except taxes accruing subsequent to December 31, 2010. In Witness Whereof, grantor has hereunto set grantors hand and seal the day and year first above wrirren, ,ciEft:EY that Col EY: Doittfle'Sra.r?(,; Signed, sealed and delivered in our presence: 4 iWitness Name: Atbad?R j- itnessName: ,L f �fi�•� Witness Name: Offlibt eaeZ. State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this 28th day of November, 2011 by Rebeci Costa and Raymond S Gravie, who U are personally known or [X] have produced a driv= s license as id [Notary Seal] Warranty Deed - Page 2 Notary Public Printed Name: DoubleTimee ' CERTIFICATE or LIABILITY INSURANCE DATE (MM/RD/Ym) 04/...a2 II., », THIS CERIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HQLPER. THIS CERIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OH ALTER THE COVERAGE AFFORDED BY THE P(LICIE5 BELOW_ THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE i WIEN THE ISSUING INSURER(S), AUTHORIZED REPRESEUTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the cerficate holder is an ADDITIONAL INSURED, the pollcy(ia %) 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 Highpoint Risk Services LLD 5510 LI?;•7 Freeway, Suite 1200 Dallas / SCR 75240 INSUREDI cwrtacrnnae;� PgaM ttc,aa,q.rx (800) 728.0(123 FAXOKA ( (072) 4040380 Eaenn_Aunnrsa: INSURERS AFFORDI G CO - • GE NAIC e INSURER k Conponior, property and Cawalty Inauranoe Carepeny Aspen Staff Leasing, Inc. 1 /c /f: SUNSET CONTRACTORS, INC $1.” Ns 1$7 STREET, E -13 MIAMI, FL 33015 Phone: (3o$) 31$ -$152 Fax: (30E) 442 -0010 - COVERAGES IN $URFR B: CompaPSen YrnPartY xnd bxaalty zxauxanea eamP.ry.� 12157 12157 INSURER O: INSURER D' INSURERS 'r ` INSURER F CERTIFCATE NUMBER:AC12- 26,900121- 1071007 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTER BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR QQNI?ITIQN QF ANY CONTRACT OA OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANO CONDITIONS QF SUCH POLICIES. LIMITS MAY #AVf BEEN REDUCFD SY PAID CI AIMS: INSR LTR TYPE OF INSURANCE MIER SUBS SHOWN POLICY NUMBER KIM!" EFF DATE (M/DAA I um, EXP (.MM/DDJYYL FLG1102043 GENERAL X UABILI Y COMMERCIAL GEPIERAL UABIUTY 0J./2E/2Q12 2' Q 1 /� b /2013 EACH UfIRENG� 10000001 $ 100000 1 CLAIMS MADE OCCUR 6ANAQE Tpp RENrm PHEaaaee(etroaawraco} M5b El(P/Any enC prawn) 8 5000 PERSONAL & ADV INJURY `: $ 1000000 GEL AGGREGATE LSAT APPLIES PER: —x1POuCY El M. GENERAL AGGREGATE 1. $ 2000000 PRQDUCTS. COMP/OP AGG _ 2000000 ❑ ❑ _ T LIABILITY ANY AUTO ALL OWNED AUTOS SGFIFU7IAED AUTOS HIRED Atrros NON -OWNED AUTOS (.MEWED SINGLE LIMIT ' (ea =Wane) l BODILY INJURY (pet person) $ BODILY INURY jer ecdde„4Z PROPERTY DAMAGE .. (Far accttleee $ 11fSBR:LLA lWORICERS B LIAR EXCESS UAEI CLAIMB -MARE OCCUR j� 4-_I ' EACH OCCURRENCE $ ,$ DEDUCTIBLE RETENTION 3 COMPENSATION • AGGREGATE - $ AND EMPLOYERS' UABILTIY ANY PRQPERIETOWEXEGUTNE OPFIGER.MEMBEREXCLU4PD? N (Mandatory I„NN) tf yes, deacrOxwdw SPEClAL PROVISION below N1A ❑ DP1 2627E740060 04 /01/2011 04/01/2012 X TQ V UMITe 0 H- E,L,EACHACLIDENT 1000000 E.L DISEASE -EA EMPLOYEE x.000000 E.LDISEASE - POLICYLIMIT 3 1000000 DESCRIPTION OF OPERATi0NSILOCAT10NS 00 /YEtICLes(AtWe1 ACORDTpt, Additional Roulades Schedule, 11 MGM sp6ee le winked �1.�tt�� 1�g}11iS�rQycertificate r bb�.nnsa11�11 Ienrirrrect,ppPppyoq ecatttf�thee client's account ;r n ood Stta ding with a 18c138tALL0a�SETLggONTRACTOR9 `INC'efftgtiVOsa 9019 1 ?1nt ' "ey amp l(yeas10 . S5pan.La f ,easing, I }c. z CERTIFICATF Hal rim t`ELLATION CITY OF MIAMI SHORES BUILD /BC DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 3313$230 ACORD 25 (2010/05) 51 JOIJLD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN;ACCORDANCE WITH THE P(;LIOY PROVISIONS. AuTRORIZEO REPRESENTATIVE 01958-2010 ACORD CORPORATION. All right reserved STATE'OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION. CONSTRUCTION INDUSTRY LICENSING BOARD (850) 'a`+�3, 1940 NORTH MONROE STREET i60o�vu TALLAHASSEE FL 32399 -0783 U NTE S , 4TUAN A SUNSET CONTRACTORS INC 615 NW 167TH ST SUITE # E -13 MIAMI FL 33015 48'7 -1395 s7..DR'RIER.LICENSEYh LAS:S:g kityl fwAiitarnp���,i,;��'� . gale �lt�, y•1�W)'.:�:h':.'.� {'4 • Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque'resteurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business In order to serve you better. For information about our services, please log onto www;myfloridalicense.com. There you can find more information about our'divisions and the regulations that Impact you, subscribe to department newsletters and learn more about the Department's Initiatives. Our mission at the Department Is: License Efficiently, Regulate Fairly, We constantly strive to serve you better so that you can serve your customers, Thank you for doing business In Florida, and congratulations on your new license! DETACH HERE f+A3i1M P.14it 2 MESS' AND '' ON `ltikaULATTON r r a+ tridet',Vee' 151A4 Expirat;iaxi".a'te HARzi'. ,:GO PL.A UIRE Y•; I r• R•I.t��:• •;Ta z �M CFdE;f'A:AY'':` 0.648 0 scol 0 N 784 468 M 781 467 I 755 559 I 758 560 I 784 468 I C 0.668 0 scol' 0 N 787 468 M 784 468 I 758 560 I 761 561 I 787 468 I C 0.695 0 scol 0 N 791 469 M 787 468 I 761 561 I 765 561 I 791 469 I C 0.715 0 scol 0 N 795 469 M 792 469 I 791 469 I 765 561 I 768 562 I 795 469 I C 0.723 0 scol 0 N 835 465 M 831 466 I 805 558 I 809 557 I 835 465 I C 0.754 0 scol 0 N 820 568 M 816 570 I 789 662 I 793 660 I 820 568 I C 0.727 0 scol 0 N 824 569 M 824 568 I 820 568 I 793 660 I 797 659 I 824 569 I C 0.723 0 scol 0 N 800 574 M 796 575 I 770 668 I 773 667 I 800 574 I C 0.77 0 scol 0 N 804 573 M 800 574 I 773 667 I 777 666 I 804 573 I C 0.762 0 scol 0 N 812 571 M 808 572 I 781 665 I 786 663 I 812 571 I C 0.738 0 scol 0 N 808 572 M 804 573 I 777 666 I 781 665 I 808 572 I C 0.75 0 scol 0 N 816 570 M 812 571 I 786 663 I 789 662 I 816 570 I C 0.734 0 scol 0 N 758 670 M 761 670 I 762 669 I 789 577 I 788 577 I 786 577 I 785 578 I 758 670 I C 0.781 0 scol 0 N 762 669 M 766 669 I 792 576 I 789 577 I 762 669 I`C 0.789 0 scol 0 N 755 671 M 758 670 I 785 578 I 781 578 I 755 671 I C 0.77 0 scol 0 N 751 671 M 755 671 I 781 578 I 778 578 I 751 671 I C 0.762 0 scol 0 N 760 578 M 756 577 I 730 670 I 733 670 I 760 578 I C 0.715 0 scol 0 N 763 578 M 760 578 I 760 578 I 733 670 I 737 671 I 763 578 I C 0.723 0 scol 0 N 767 578 M 763 578 I 737 671 I 740 671 I 767 578 I C 0.734 0 scol 0 N 744 671 M 747 671 I 774 578 I 771 578 I 744 671 I C 0.746 0 scol 0 N 740 671 M 744 671 I 771 578 I 767 578 I 740 671 I C 0.742 0 scol 0 N 747 671 M 751 671 I 778 578 I 774 578 I 747 671 I C 0.758 0 scol 0 N 796 575 M 792 576 I 766 669 I 770 668 I 796 575 I C 0.777 0 scol' 0 N 740 572 M 738 571 I 737 571 I 710 663 I 712 663 I 713 664 I 740 572 I C 0.566 0 scol 0 N 743 573 M 740 572 I 713 664 I 717 666 I 743 573 I C 0.594 0 scol 0 N 746 574 M 743 573 I 717 666 I 720 667 I 746 574 I C 0.621 0 scol 0 N 750 575 M 746 574 I 720 667 I 723 668 I 750 575 I C 0.648 0 scol 0 N 753 576 M 750 575 I 723 668 I 727 669 I 753 576 I C 0.672 0 scol 0 N 725 564 M 722 561 I 695 654 I 698 656 I 725 564 I C 0.449 0 scol 0 N 722 561 M 720 560 I 693 653 I 695 654 I 722 561 I C 0.43 0 scol 0 N 727 565 M 725 564 I 698 656 I 699 657 I 699 657 I 701 658 1 727 565 I C 0.477 0 scol 0 N 731 567 M 729 566 I 728 566 I 727 565 I 701 658 I 704 659 I 731 567 I C 0.5 0 scol 0 N 734 569 M 731 567 I 704 659 I 707 661 I 734 569 I C 0.527 0 scol 0 N 737 571 M 734 569 I 707 661 I 710 663 I 737 571 I C iro t3irA'1� BUSIIa}?65 fAiC F9lEC jP i :. ; '' 1=DADE 00UPlt't ST!A'1E'OF FLQHID EXPIRES SEPT1$p ,2012 ": C`'-'•i:�t "'~t s r::IlAl7 EECISPLAYEDiAT PLArC."EOFII USINESS ; r;.: • :i ^F'! RSUANT•TO COUNTY 0017E'CHAp;T,`ER-aA Acpr pl .: ."tl'!.i•a:4ai.Rd`+ etift. "�� .N .'w• -� f '.:ti�i:».; :x•;. ' d . � ". :. � r ''r .� ?, S C 6700 --4 BUSINESS NAME I LOCATION SUNSET CONTRACT° 6135 NW 167 ST 33:015 UNIN DADE OWNEI4 SUNSET CONTRACTD Sec. Typf, Of Business �a oJB GENERAL NLt98 Yn mP , it rs N r ail�s M O 8NO LA bR THE COUNTY OR : NOFl H'L RP ;AN.T rEq PIMP t iaE n 0urNEO EY W Ma IS THE o as q As lri-n- PAYMHNT RSl mVr D b11AMl- aAGNGpO OM TAX OOLLE�oR: 8/18/2011 0010105001 000075.00 SEE OTHER SIDE ••n FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS I3 NOT A BILL - DO NOT PAY RENEWiL bECEIPT t4Q; , 432464-6 CC • # 078000318 E13' I I 5 'INC OUNTY RS INC B1.0G CONTRACTOR WORKER /S 1 00 NOT FORWARD SUNSET CONTRACTORS INC JUAN FUENTES PRESIDENT 6135 NW 167 ST *E13 NORTH MIAMI FL 33015 • r, • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES , Master Permit No. Contractor's Name Job Address Florida Building Code Edition 2007 High - Velocity HunckaneZone Uniform Permit Appllcatiorl -Fot 1 'I `f ICL WI 11-1 ALL r; Section A (General Information) ,/Process No. gC/h £12 'e%rs /GIG • /0/ iV /05- ,7- /- (fart MLow Slope ❑ Asphaltic Shingles acing CATFGORV ❑ llchanically Fastened TileAortar /Adhesive Set Tile ❑ Motal Panel /Shingles ❑ Wood Shingles /Shakes ❑ P4scriptive BUR -RAS 150 ROOF TYPE ❑ Ne* Roof (Reroofing ❑ Recovering ROOF SYSTEM INFORMAI ION Low Slope Roof Area (SF) Sketch Roof Plans Illustrate all levels and section: roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressurezones and location of parapets. ❑ Repair ❑ Maintenance Steep Sloped Roof Area (SF) Total (SF) 23 tC Set ion R (Root Plan) 2G Y) R j ■ • MI= ■ r FLORIDA BUILDING CODE — BUILDING ri ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 ! : ! High - Velocity Hurricane Zone Uniform Permit Application Forrm.. Section C (Low Slope Application) Surfacing: 60ha re Fill in:spebific roof assembly components and identify Manufacturer (If a comp¢nent is not used, identify as "NA ") System Manufacturer: 4d# 1114 Q4 gag, Product Approval No.: 07- /2 /9. 09 Design Wirnd':Pressures, From RAS 128 or Calculations: Pmax17 p Z Pmax2 -8Z-4 Pmax3: /2 `%3 Max. Design Pressure, from the specific Product Approval eyetem: Deck: Type:. WOOD I8Gl< "Yorrov4 Gauge/Thickness: s / q/3 z Slope: 14 Anchor /Base,Sheet & No. of Ply(s): Anchor /B *se {Sheet Fastener /Bondipg Material: N jS Insulation Base Layer: ■1/41 Base Insulation Size and Thickness: 6/ /A Base Insu atIOn Fastener/Bog Material: Top Insulation Layer: Top Insulatith Size and Thickness: X74 Top Insulation Fastener /Bpnding Material: Base Sheet(S) & No. of Ply(s)6) Foie' e1#75 Bye Shut F'as�r/B � ing£llaterial: TM Ply Sheet(s) & No. of Piy(s):Q.)p'1 9 4.5.5 Ply S eet Fa ner/ o d 85;4144 Top Ply: AKIA'l•Lf' 7agmz. c ?ap Sig d Top PS/ Fasta ?12 ndinivM a I: 7"`�"07� T5 j76tcc,� 1" �e- "J FLORIDA BUILDING CODE — BUILDING Fastener Spacing for Anchor /Base Sheet Attachment: f=ield: q " oc @ Lap, # Rows Z- @ 9 " oc // Perimeter: " oc @ Lap, # Rows if @ (� " oc Corner: f0 " oc @ Lap, # Rows 4/ @ 6 " oc Number o Fasteners Per Insulation Board: 4 Field Perimeter 4/0 Comer A /i4 Illustrate Components Noted and Details as Applicab!e: Woodblockirrg, Gutter, Edge Termination, Stripping, Flashing, Continuous .Oleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FT FT. Parapet Height to Mean Roof Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ! , Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Step Sloped Roof SystAm) Roof System Manufacturer: ficePx/4 Notide of Acceptance Number: 032-4- 0( Minimum Design Wind Pressures, If Applicabie (From RAS 127 or Calculations): P1: 1g P2: lr-b 2 P3: Maximum Design Pressure (From the Product Approval Specific System)! qr. r Roof Slope: 112.4 12 Step Sloped Roof System Description Deck Type: pi-yoveo0 Oak sie l'SZ" Type Underlayment: 11.14130 45714 Da2,6 FeLT Ridge 'Ventilation? Insulation: Fire Barrier: r Mean, Roof Height: 1 4)14 Fastener Type & Spa, 6 flo.c.R 44es erg I .4-40. Adhesive Type_ 1 5Aac,p Q)41044_Q-(-- 4ype q. . Type Cap Sheet: Roof Co iering: \Type & Size Drip Edge: titActedt 6e4ved- 12o(1 ' L •K alAI q. FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Galvilatione) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M5 with the values from Mr. If the Mr values are greater than or etitual to the Mr values, for each area of the roof, then the 'lie attachment method is acceptable. • 1 Method 1 "Momenl Based Tile Calculations Per RAS 127" (P1: fS: x 2.82= /2-7;_ .stf m 6-1Y - Product Approval Mr rp2,7(ro (7 x ,„ eat 12.74 mg: = M2 IS. 4e Product Approval Mr L-11:: (7: N x x -281 )14 _mg:4•5f = Mr3 26-23 Product Approval Mr 44 Y• 5 Method 2 "Simplified Tile Calculations Per Table Below" Product Approval M Mr required Moment Resistance* Mean Roof Height --> Roof Slope ,, 15' 20' 25' 30' 40' 2:12 34.4 36 5 38 2 39.7 37.4 42.2 39.8 37.3 34.9 324 30.0 3:12 32.2 34.4 36.0 4:12 30.4 32,2 33 8 35.1 32.8 305 i i 5:12 28.4 30 '1 31.6 6:12 26.4 28(1 29.4 7:12 24 4 25,9 27.1 28 2 ) *Must be used in conjunction with a list of moment based tile systems whim sed by the Broward County Board of Rules and Appeals. FM- Uplift based tile systems use Method 3. Compared the values for F' Me 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. (Pit Method 3 "Moment Based Tile t plc:Mations Per RAS 127" xL ., x cos 0 x w: = ) - W: ' Fr I xL = X w: = - W: x cos 0 = 171.2 ) - W: X w: = xL x cos 0 Protluct Approval F' Auct Approval F' Product Annroval F' I Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Heigk H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mg g Product Approval I Attachment Resistance Mr Product Apia u t al Required Moment Resistance M Calculated Minimum Attachment Resistance g r Product Amon to Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width piotinct Approval AA calculations must be submit ed to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING MIAMI• COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD ANC CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roo1>i‘ Products LLC 1575 East e. *. 470 Sumterville, +'L 33585 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 3I5 -2599 w ww.mium idade,gov /bu ildinat This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shrill not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the fight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that; this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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. _ ADVERTIISIMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted, documentation was reviewed by Alex Tigera. NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category. i Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 :bf;this Notice of Acceptance. For locations where the pressure requirements, as determined by apillicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Malibu Concrete Tile 1= 17" w = 12'A" A" thick Trim Pidces 1= varies w = varies varying thickness Test Product Specifications Description TAS 112 Low pfofile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS i s % Accessory trim, ' oncrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profi le. NOA No. :11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aaencv PRI Con thiction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. - The Center for Applied Engineering, Inc. Redlands Technologies Redland Technologies Professional Service Industries, Ini . The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center: for Applied Engineering, Inc. The Centerfc r Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier PRI06178 7161 -03 Appendix III 7161 -03 Appendix 11 P0402 94 -060B 94 -084 P063I -0I 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 Test Name/Revort TAS 112 ;static Uplift Testing TAN 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) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testiinj TAS 102 (4 "1- leadlap, Nails, Direct neck, 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) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. I994 Oct. 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 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. 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculation,: Calculations Calculations Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing Sep. 1998 TAS 101 Dec. 1998 Two Patty Adhesive Set System April 1999 March, 1995 25 -7183 March 1995 25 -709d February 1996 25 -7496 April 1996 25 -7584 December 25.7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Sep. 2006 Restoring Moment Due to Gravity Sep. 2006 3. LIIVIITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 ? For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 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 applicalu.;■as may be installed perpendicular to the roof slope Unless stated otherwise by the underlaymeni material manufacture's published literature. 3.6 This acceptance is for wood deck applicatit,iim Minimum deck requirements shall be in compliance with applicable building code. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 41 ['' ;agle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 44 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) ' Tile Profile Weight W (ibf) Length -I (ft) Width -w (ft) Malibu, Tile 9.5 1.417 1.04 Malibu Tile Table 2: Aerodynamic Multipliers - ft3 Tile (ft) (fts) Profile Batten Application Direct Deck Application 0.305 0.282 Tidal Profile Malibu Tile Table 3: Restoring Moment, due to k ;travity - MA (11 -lbf) 4 " :12" ri " :12" 6" :.12" 7 " :12" or greater 3 ":12" Battens Direct Deck Battens 6.30 6.65 6.21 Direct Deck 6.n1 Battens 6.08 Direct Deck. 6.41 Battens Direct Deck Battens Direct Deck 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed for Nail -On Systems Direct Deck (min 15132" plywood) as a Moment - Pak (ft-lbf) Direct Deck (min. 19132" plywood) Battens Tlie ! Profile ' Fastener Type Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nall 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 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19 +:r 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 32.2 2 -10d Ring Shank Nails' 43.0 _ - 67.5 _i 50.9 InstaIIr?Itan with a 4" tile headlap and fasterners are located a rain. of 2W from head of tile. MIAMI+DADE COUNTY APPROVED NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 Malibu 'file Table S: Attachment Resistance Lnpressed sus a Moment, Mr (ft-Ibf) for Two Petty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance 26.1 Adhesiae7 2 See Manufactures component approval for installation requirements. 3 Flexibla Products Company TileBond Average weight per patty 11.4 grams. Polyfoarn Product, Inc. Average weight per patty 0 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Sin le Pat Adhesive Set S stems The Profile Tile Application ' Minimum Attachment Resistance Malibu Tile Polyfoam PoiyProTM 86.614 Polyfoam PoiyProTM 54grams of PolyPronl. 45.5b 4 Largb paddy placement of 4 Mediurl paddy placement of 24grams of PolyProT'^. Malibu Tile Table 7: Attachment Resistance ITxpressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems TU' Application Mortar t' Tile Profile Attachment Resistance 20.60 5. LABELING : All.: tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below}, or following statement: "M inmi -Dade County Product Control Approved ". EAG.% FLORIDA MALIBU CONCRETE ROOF TILL, r .ABEL, SU(aTTERVILLE..t ' r.ANT (LOCATED ON r INDERSIDE OF TILE) NOA No.:11- 0321.01 Explration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6*1 Application for building permit shall lie accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required hy Building Official or A ilplicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE • MIAMMADE COUNTY APPROVED NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.minmidade.eov/building/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shill not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade- County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product iE3 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: Polypro® A11160 LABELING:3 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 tile 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, t'se" 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 expirationdate 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 renewi NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category.: Roofing Sub Category: Roof tile adhesive Materiels: Polyurethane SCOPg This approves Polypro® A11160 as manufactured by Polyloam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable' building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS I27, for use with approved flat, low, and high profile loaf tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications N/A TAS 101 Two component polyurethane foam adhesive Foamprob RTF1000 N/A Dispensing Equipment ProPack 30 & 100 N/A Dispensing Equipment Polyprot8 AH 160 Product Description 4n PRODUCTS MANUFACTURED BY OTHEI t.$: Any Miarrii -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density: Comprssive Strength Tensile :Strength Absorption Moisture Transmission Dimensi Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 P Sl Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks 16.0% Volume Change @158 °F., 100% I tumidity, 2 weeks 86 °fo Note: The physical properties listed above are presented as typical average values as determined ;b3 accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: }Test A&encv Center fait Applied Engineering Miles Laboratories Polymers Division Ramtech=Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex cc)rp. Testing Services Test Identifier Test Name/Report Date #94 -060 TAS 101 04/08/94 257818 -IPA. TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 NB -589 -631 ASTM D 1623 02/01/94 9637 -92 ASTM E 108 04/30/93 01- 6743 -011 ASTM E 108 11/16/94 01-6739-062141J ASTM E 84 01/16/95 7050.02.96 -1 TAS 114 03/14/96 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -I TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109.7 520191 -1. TAS 101 03/02/99 520109 -2- 1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. • 2. Pot /Pro +D AH160 shall solely be used with flat, low, & high tile profiles. 3. Mi hnum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. RoofTile manufactures acquiring acceptance lei the use of .PolyprodI A.11160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. RopfTile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F � (2) F'— MS • NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION; 1. Palyprb® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistapce values with the use of Polypro® AH160. 2. Pulypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The z' of tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Pailyprb® AH 160 roof tile adhesive and its components shall be installed in accordance with Rtofin,g Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. TKO nix ratio between the "A" component and the "13" component shall be maintained between 1.0- 1.15'(A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foannpro RTP1000 or ProPack® 30 & 100 dispensing equipment only. 7. Pulypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile niw 1 be set within 2 to 3 minutes after Pulypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min, (grams) 35 Two Paddy Weight per paddy Min. (grams) N/A Flat, Low, High Profiles #1 Hil Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A nit, Low, High Profiles #3 8 LABELING: All PolyprolI AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable lai ilrling code in order to properly evaluate the installation ofthis system. MIAMI•DADECOUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14(11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nell through plastic cement 1? Undsrlayrreint 1 1 Fascia Eave course only: Keep adhesive approx. 4 In. up from weepholes Nall through plead cement Undedayment Paddy (Beneath Tile) Neil through pleettc cement llnderlayment 1 jbAht,y, 10 in.' Eeve Course Eave course only: Keep adhesive approx. in. up front weepholes 1) Plots enough adhesive to achieve 11 to 23 sleep pitch applications souffle Inches In contact with the pan the 2) Turn covers upside down. Plate adheehre112 To 1 In. Tom outside edge of cover the. 0. 4 Then Ins lall fltelffa. Options 2x4's for Underlaymeni 101n., Ewe Wale Nen through plastic cement F.ave coume only: Keep adhesive epptox.4 In. up from weepholes Fest% Eave Closure Remov lop portion of the veva course OYU U. Abut to setend course of pan tINs, Ensure nave end of pen end cover Mee are Rush at eave line. Enen closure tmodar shown) Weephote Fascia B Sheathing Optional Pohtt.up Yoder on longitudinal edges of tile NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Noll through pliuttle cement Fascia MIAMMADE CO APPROVED NTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE 'PLACEMENT DETAIL 3 DOUiU,E PATTY Nall through plastic ceinent Paddy (between tile) Paddy (under tile) Single Addy 3 In. under tile x 3 In. Single paddy on under- layment Single paddy on top of the course In XT In. medium size paddy eave Fascia course only MANMADE CO NTT APPROVED Nail through plastic cement Nall through plastic cement Underlayment 1 Single paddy under the Single paddy between the 2 In. x 7 in. medium Edge paddy eave course only Stis• Bintgler 3 In. 4 In paddy on under- layment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge ng e paddy under tile Single paddy on underiayment Single paddy on top of tile Eave Course Eave Closure 21n. x 7 In. medium size paddy eave course only Fascla END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 MII�DA[} BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT: CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Aipi Road Wayne, NJ 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 allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control: Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fail to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ARI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right 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 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. RENEVVAL of this NOA shall be considered after a renewal application has been filed and there has been no!charige 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 E.nd 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 pages 1 through 19. The submitted documentation was reviewed by Jorge L. Acebo. M •DAD : • LINTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 1I/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non- insulated Deck Description: 19/32" or greater ply\ Aiod or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or Securock' M, Base sheet: Fastening Options: MIAMI D • D • UNTY APPROVED GAFGLAS® #80 ULTIMA' "' Base Sheet, STRATAVENT+D EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUI1UsROID® Heat- WefdTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, 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.e. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressr'r a —45 ps( See General Limitation #7) GAFGLAS® Ply 4, GAFGI ,AS ®Flex 1 °iyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 1114 or # 15 Screws and 3" Drill -7 eeTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design .Pressure —.4.► psf, See General Limitation #7) GAFGLAS® Flex Ply' iF' 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 —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMA1 RUBEROID ®20, 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 psf, 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 -TecTM 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. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and.3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design `'r essure —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-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" 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. (Maximum Design Pressure —75 psf, 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 lbs. /sq. 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 is top membrane) Install one of the fol.owing: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of Apinrved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within ',.he EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak Buster"' Matrix' 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM Matrixn, '115 , Leak BusterTM MatrixTM 322, TOPCOAT® M11 +, TO ?COAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTh' 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 Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure : See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip, sheet is required with Ply 4 and Flex PIyTM 6 when 'used as a mechanically fastened base or anchor sheet. 2. Minimum Va" Dens DeckTM or ''/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire dIa§sification is not part of this acceptance, rei-r to a:t:urrent Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The lust 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 ►lt a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical :j.itachrlent. When applied in approved asphalt, panet size shall be 4' x 4' maximum. 4. An overlay and/or recovery board iisulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 3idelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilaticn. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application ;,tandard TAS 105. If the fastener value, as field - 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 systerin. 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 TA:'_; 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 epared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, Ccneral Limitation #9 will not be applicable.) 8. All attathinent 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 (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening 4t 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 procuets listed herein shall havela 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.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU,R1306 Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, =NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. ' /2 -in. thick (minimum) gypsum board or' / -in. thick (main) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prilme® Roofboard" or "DensDeck DuraGuardTM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. l lcnvever, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck Roofboard," " DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri- Ply® Ply 4" or "Tri-Ply® Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" in hot roofing asphalt. "EnergyGpard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover hoard over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically ktstened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include "LiaergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEM;i WITH II OT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet ", or "GAFGLAS ®'' #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4 ", or " GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type 02 aspl.ial1 saturated glass mat base sheet "GAF Stratavent®EiiminatorTM Venting Base Sheet: (Perforated)" or "t ;AF Stratavent® EliminatorTM Venting Base Sheet (Mailable)." Perforated to be loose laid or nn ' {,wed and mailable to be mechanically attached granule side down. As an optiO4 't1ype G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri =Ply® #75 Base Sheet" do " GAPGLAS® #80 ULTIMA" or "GAF Strataventiil ElmlmatorTM Venting Base Sheet (Mai able)! rina�+'be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri- Ply® Ply "4ot "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot ioopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid ®" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered su i 1 able to be included as a deck in the following Class A, B C systems listed over C -15/32 of NC. The use of gypsum board under any of the following Class, A, B or C systems does not adversely effect the rating.. The use of ` /2 -in. minimum thick gypsum board is an acceptable alternate for minimum insulation: over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/ -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. " EnergyGuard RA" or "Tapered EnergyGuard RA" or `I2,nergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the 10l lowing Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in an r of the following systems. " GAFGLAS® Flex Ply 6" and "Tri-Ply® Ultra-Flexi Ole Ply t;" :ue suitable alternates to "GAFGLAS® Ply 6 ". " GAFTEMP Permalite Recover Board" ma} be used in ;icu of awi perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3 -gal /100 -ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "It.uberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alit mate to "Ruberoid® Mop Smooth" SINGLE PLY MEMBRANE ROOFING SYSTEI11 ; (MODIFIED BITUMEN) Unless otherwise indicated phenolic insulation may be urscci in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid® Membrane. "GAF Prelnium Aluminum Roof Coating" may be used on any of the following Classifications with inclines not exceeding "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications with inclines not exceeding 'A -in. "Ruberoid ®Modified Bitumen Adhesive" or Monsey Corp. "MBA Gold" or Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. - Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. minimum plywood) decks when 1/2-in. (minimum) gypsum board or I / -in. (minimum) G -P Gypsum Corp. "DensDeck n Roofboard," "DensDeck Prime® Roofboa r d" or " DensDeck DuraGuardTM Roofboard" are used directly over the deck with all joints staggered 6 -iii. (minimum) fiom plywood joints. A vapor barrier may be optionally installed under all systems utilizing "EverGuard" insulation. "EverGuard" insulation is an acceptable alternate in any polyisocyanurate insulation of the following systems. " GAFGLAS® Perlite" may be used as an option over "EverGuard" insulation. "GAFGLAS® Stratavent'Perforated Base Sheet "may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A. "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Torch Granule 1" or "Ruberoid® Torch 180" or "ROOPMatchTM APP Modified Granular" or " l ri -Ply® TP -4G ". B. "Ruberoid® Mop Smooth" or "Ruberoid® SBS Heat \Veld Smooth" or "Ruberoid® 601 Cap Plus" or "Ruberoid ®30." C. "Ruberoid® Mop Granule" or "Flex PRF" or "Ruberoid® Mop Plus Granule" or "Ruberoid® SBS Heat Weld Granule" or "Ruberoid® SBS Heat Weld Plus" or "ROOFMatchTM SBS Modified Granular" or "Tri -Ply® SBS Modified Bitumen Membrane ". D. "Ruberoid® Mop 170 FR" or "Ruberoid® Dual i. R" E. "Ruberoid® 30 FR" or "Ruberoid® 30 FR HT" of "RuberoidtR) EnergyCapTM SBS 30 FR" F. "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® SBS Heat Weld 25." G. "Ruberoid® Torch FR" or "Brai Supreme Plus APP granule FR" or "GBSP -250 FR" or "Brai Supreme -APP Granule FR." H. "Ruberoid® SBS Heat Weld 170 FR ", "Ruberoid® U:nergyCapTM TM SBS Heat Weld Plus FR" or "Ruberoid® SBS Heat Weld Plus FR" I. "Ruberoid ®,Torch Smooth" or "Tri -Ply® TP-4" J. "Ruberoid®'Mop Smooth" or "Ruberoid® 20" or "Rubel old® 20 HT" or "Ruberoid® Dual Smooth" K. "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5 "Unless otherwise indicated, the Modified Bitumen (Granule) membrane may be surfaced with "Fireshield MB" at 2'/2 to 3.0- ga1/100 -ft2, and the incline of the resultant system would be increased to a %-in. ine. But if the incline of the Classified system is greater than a % -in. incline, the incline of the roofing ;,ystem would be maintained when surfaced with "Fireshield MB" at 21/2 to 3.0- gal/100 -11.2. Unless otherwise indicated "Ruberoid® EnergyCapTM SBS 30 FR" is an acceptable alternate for "Ruberoid® 30 FR" or "Ruberoid® 30 FR HT" or "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" in any applicable Classification. Class A 2. Deck: C-15/32 Incli : 2 hrisulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite. /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Ci 1 or "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri- Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCapTM TM BUR Mineral Surfaced Cap Sheet." Last Updated on 2011 -11 -01 Questions? Print this page Notice of Disclaimer Page Top Copyright © 2011 Underwriters Laboratories lnt . ii Die appearance of a company's name or prodrn:l in this datalx+ge does not in itself assure that products so identified have been manufactured under UL's Follow -Up 4,rvice. Only ilrose products bearing the UL Mark should be considered to be Listed and covered under UL's 1 „flow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contains d in the Online Certification Directory subject to the following conditions: I. The Guide Information, Designs and /or listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underw' iters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright CO 2011 Underwriters Laboratories Inc. ®" 1 An'lnil pendent organization working fora safer world wit'; intagrlfy. ure +ti on and knowledge. SECTION R4402.13 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 R440Z 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 owner's initial in the designated space indicates that the item has been explained. 1. M Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues stIch as color or architectural appearance, that are not part of a zoning code, should be addressed as part of :the agreement between the owner and the contractor. 2. ! :fii Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be rehailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior :tor removing the existing roof system). 3. tti1 Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing 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 I penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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 dittress and may require the review of a professional structural engineer. Pounding may shorten the life eitpectancy 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. . 1 iti► 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. PAA l 1 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 3 reduced. It may be beneficial to consider additional venting which can resu `roof. OWner /Agent's Signature Date Revised on 7/9/2009 LD ding the -rvice life of the 1 ./ Contractor Signature Date Veto • Property Infanration Map • Property hiformation Map My Home Miami -Dade County, Florida Page 1 of 1 Aerial Photography - 2009 0 14 ft This map Wad created on 1/29/2012 10:55:28 PM for reference purposes only. Web Site a 2002 Miami -Dade County. All rights reserved. Summary Details: Folio No.: 11- 2136- 005 -0090 Property: 101 NE 105 ST Mailing REBECA COSTA & Address: RAYMOND S GRAVIE Living Units: 101 NE 105 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,032 Lot Size: 9,256.98 SQ FT Year Built: 1939 $50,000/ $70,733 DUNNINGS MIAMI City: SHORES EXT NO 1 PB Legal 41 -51 LOT 9 BLK 201 Description: LOT SIZE 75.260 X 123 OR 20215 -0521 02 2002 4 OR 27047 -3873 0809 30 Assessment Information: Year: 2011 2010 Land Value: $84 091 $84,091 Building Value: $179,991 $180,326 Market Value: $264,082 $264,417 Assessed Value: $120,733 $118,949 Exemption Information: Year: 2011 2010 Homestead; $25,000 $25,000 2nd Homestead. YES YES Taxable Value Information: Year: 2011 2010 100 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable affiliated parties (family, Value: Value: Regional: $50,000/ $70,733 $50,000/ $68,949 County: $50,000/ $70,733 $50,000/ $68,949 City: $50,000/ $70,733 $50,000/ $68,949 School Board: $25,000/ $95,733 $25,000/ $93,949 Sale Information: Sale Date: 8/2009 Sale Amount: 100 Sale O /R: 27047 -3873 Sales Transaction involving Qualification affiliated parties (family, Description: corporate, business, landlord- tenant). View Additional Sales http: / /gisims .fiamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 1/29/2012 t r • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,L D 1,2,3,4,5,6;7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Ap ' royal 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations Reroofln . Onl 7. Any Required Roof Testing /Calculiilion Documentation FLORIDA BUILDING CODE — BUILDING