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RF-10-939Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 141 NW 98 Street Miami Shores, FL 33150- 1131010240100 Block: Lot: JULIAN & ROSE BAPTISTE I Address JULIAN & ROSE BAPTISTE 141 NW 98 Street MIAMI SHORES FL 33150 -1738 Valuation: Total Sq Feet: $ 11,200.00 2143 Contractor(s) J&K CONTRACTORS CORP Phone (305)698 -0105 Cell Phone Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT Classification: Residential Scanning: 1 Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $7.20 $2.40 $300.00 $12.00 $9.60 $331.20 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 10, 2010 Phone Pay Date Pay Type Invoice # RF -5 -10 -37991 06/10/2010 Cash 06/10/2010 Check #: 4704 05/25/2010 Check #: 4689 Amt Paid Amt Due $ 9.00 $ 272.20 $ 50.00 $ 322.20 $ 50.00 $ 0.00 Date Applicant Celi Available Inspections: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Futhermore, I authorize the above -named contractor to do the work stated. June 10, 2010 1 A D CERTIFICATE OF LIABILITY INSURANCE PRGIMMI Affiance Insurance Solutions LLC PO Box 1777 St Petersburg, FL 33731 727-497 1247 www.ins4biz.com mstudm Progressive Employer Services 6407 Partdand Drive Sarasota FL 34243 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER a SUNZ Insurance Company INSURER a INSLRER C: IUD: INSURER E CATE ( DIYYYY) 2/312010 NANC 0 34762 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY. CONTRACT OR 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 AND CONDJTIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 305.883.2 GARAGE LIABILITY ANY AUTO 1YPF OF fNSURANd GENERAL LIABILITY mat. GENERAL LIABILITY I CLAWS MADE 0 occam GENLAGGREGATE UNIT APPUES PER: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED ALTOS SCIECULEDAUTOS HIRED AUTOS resumes) AUTOS MESS r`OE BEEILAMINUTE (' � — 1 OCCUR I I CIAIMS MADE 7 1 DEDUCTIBLE RETQdt TWOREERBODEPSIBILTION PSDENIFISETERVUADILEPF v,r ATIrPROPEEEDEMITINEREEEcunVE U j BASE H �s • deserins rms sELR'dAL PROVISIONS Was HOLDER POLICY NUMBER WCPE0000000605 POLICY EFFECTIVE DATE IMMNUJYYYYI 1112010 CESCSUPTION OF S I LOCATIONS S VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Stale of FL Coverage Only Coverage � of: Leased Employees but not Subcontractors o J Carp ACORD 25 (1) CERT G'S_: 6797792 CLIENT CAE: PM Jen Smelt 4Mae:941 -306 -1756 2/3/2010 1 PM Page 1 of 1 POLICY EXPIRATION OA1E tMM1DDNYYn 1112011 EACH OCCURRENCE DAMAGE TO RENTED PRELESEELEa ) $ MED ©IP (My one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE S PRODUCTS - OOP AGG S COMBINED �1GLE WET BODILY INJURY (PerPe ) BODILY INJURY (Peru PROPERTY DAMAGE (Perderu) OTHER THAN AUTO ONLY: EACH AGGREGATE IL s I S S S S S AUTO ONLY - EA ACCIDENT $ EA ACC S AGO S S S S S S E.L. EACH ACCEIENft S E.L EA FJIE'LOYET; S EL. DISEASE - POLICY UNIT S 1 1.000. 1,000,006, CITE Miami Shores Village Building Department 10050 NE 2 Ave Wand Shores, Fl 33138 Fax; 305- 756.8972 CANCELLATION SHOUIDANYOFTHEABOVEDIESCRIBEDPOLICIIDITECJOIDELLEOBEFOREITIMEXPIRAIION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO LLAH. 30' DAYS vourrei NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT PARLOR& TO 00 SO SHALL IMPOSE NO OBLIGATION OR LABIUM OF ANY IOND UPON THE INSURER ITS AGENTS OR BEHIEGENEAThEs, •TODaystorensd *soon start Aumomaso REPRESSITATIVE Douglas LBak apegadac ® 1980 -2009 ACORD CORPORATION. AU rigtds reserved. NOTICE OF COMMENCEMENT CFN 2010R0368109 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Op Blt 27304 Ps 34251 Ups) PERMIT NO. TAX FOLIO NO. +, 0/ STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: r 3. Owmer(s) name and add Interest in property: ,'j d# Nam address fee s m e titi II1•11 RECORDED 06/02/2010 14:35:05 HARVEY RUVIH, CLERK OF COURT MIAflI —DADE COUNTY, FLORIDA LAST PAGE 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided Name and by Section 713.13(1)(a)7., Florida Statutes Name 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: Notary Public Print Notary's N My commission expires: 9. Expiration date of this Notice of Comm a expiration date Is 1 year from the date of recorcfing unless a cliff date is specified) Sign Print Owner's NameVe-k/7 . Prepared by 20 Address: 2 7 / or r. :. ! HERORY . IFY (tilt thl is s ! „ „ o fTh 3 origineb d in this office on G/1 �`N� A D 20 r WITNESS , snd OffIttil Seat HAIy } 3bC �1 <y,:: ; a go Lbrirts - 4440 & € Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) l4, (111 •'+r �' Cit 11 E'cirni Sh () res State - l t c/a 4 s +� Owner's Address 1 1 4 ( NW q Zip 33/0 Tenant/LesseeName 6 l(o�rt B Phone # Job Address (where the work is being done) 1 I ( N U- (` ° S ' City Miami Shores Village County �y Miami -Dade Zip 3315 0 t FOLIO / PARCEL # // '° 3 / 0/ ". 62 0 ry 8' 4 — 0/00 Is Building Historically Designated YES NO )( Contractor's Company Name J /( €J l//// CIO t J eo p' Contr or's Address 385 a) a V s Phone # City f011-) State ; Zip O/3 • Qualifier Name �i�' -` /»e ,s 1> OJ9'_ Phone #3 of ) / 3 . A State Certificate or Registration No. Cet, 41 Certificate of Competency No. 000/99 /7 Architect/Engineer's Name (if applicable) ! Phone # -� Value of Work For this Permit $ 070 , Type of Work Addition Describe Work: Bond $ Submittal Fee $ w Permit Fee $ Notary $ Training/Education Fee $ Q .4() Technology Fee $ Scanning $ 1 ' � y) Radon $ DPBR $ Permit No. ll}'�e 0 "s 39 Master Permit No.< • 44,r6> 3 /S- D6 !O 3 05"..716, 3 39 3Od q,e aiTOO1C teration ❑New [ Repair/Replace ❑ Demolition 2 e T2orr» Square / Linear Footage Of Work: / ? * * * * * * * * * * * * ** * * * * * ** **************** Fees******** ** ********** *** *** **s ****,tr ?CD CCF $$'Q J 9-CE- Zoning $ Code Enforcement $ Double Fee $ nn n Structural Review. $ Total Fee Now Due $ d *l J See Reverse side -a „:1 Bonding Company's Name (if applicable) Bon4g Company's Address City State tea.. 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 wil , , . be approved and a reinspection fee will be charged. Signatur Contractor The foregoing instrument was acknowledged before me this/ The forego' g instrument was acknowledged before me this.", day o 20 0 b� day of er , 20 le, bye P who is o ally known to me or who has pro uced A.. who is p pally known to me or who has prod ced 4p.L. As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: (Revised 07/10/07) 0 ner or Agent APPLICATION APPROVED BY: `a�..� /G Signature Plans Examiner Engineer Zoning General Contractors CGC: 1516517 Phone: (305) 698 -0132 Fax: (305) 698 -0134 Mobile: (305) 216 -3539 3kcontractor28 @hotmail.com June 01, 2009 J & K CONTRACTORS CORP. CONTRACT SUBBMTTTTED TO: Julian Baptiste Phone: (3o5) 303-4693 Job Site Address: 141 NW 98th St Miami Shores, FL Re: Reroof 1,896 sqf of EAGLE TILE with foam set adhesive. Reroof Built up Roof SCOPE OF WORK TILE ROOF 1. Tear off existing barrel tile roof. a. Replace damage wood on roof deck. 3. Renail entire wood deck.. 4. Install i ply #30 felt Uncapped. 5. Edge drip metal 3"x3" galvanized 26 gauge. 6. Install i ply #90 felt in full mop system and back nailed. 7. Install metal ridge to install ridge tiles with foam and cement. 8. Install EAGLE TILE with foam set adhesive. FLAT ROOF 1. Install one ply base with tin caps. 2. Install 2 plies fiberglass hot mop. 3. Install 1 ply cap sheet hot mop. THE CONTRACT PRICE The Owner shall pay the Contract for the labor to be performed under the Contract the sum of ELEVEN THOUSAND TW HUNDRE DOLLARS Su.aoo.00 subs to additiiens pursuant to authorized extra or change orders. PROGRESS PAYMENTS Payments of the Contract price shall be paid in the manner following: 50% To start the work 25% when we finish instal #90 hot mopped 25% when we finish the work with final won ok. GENERAL CONDITIONS 1. All work shall be completed in a workmanship like manner and in compliance with all building epodes. a. Contractor agrees to remove all debris and leave the premises in broom clean conditions. 3. Contractor shall at its own expense obtain the permit necessary for the work to be performed. 4. Contractor warrant this work for a period of 10 years for labor and materials following completion the work. 5. Carpentry work or wood work painting is not including unless mentioned above. 6. In the event of payment is not made as stated all fee incurred in collection, such as attorneys fees, court costs, collection agencies ete. need to be paid by signer of owner. Roofing Contractors CCC: 1328953 3326 NW 68 Miami, Fl. 33148 Licensed & Insured Dear B lding Official: 6-W7 sC.J p s 1 e State of Florida County of Dade Notary Public, Sate of Florida at Larg * When the Just valuation of the structure for purpose FBC nor a 1994 SFBC. Then you must provide a build Wiaia S tcl�,�age Delta curt 10050 NE 2 Ave * Miami Shores, FI 33138 Phone 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. Date: To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: V Il ari f STS Property Address: /'/ NUJ V 1- 4- 6torei Roofing Permit Number: day of `yuy .zd /O certify that I am not required to retrofit the roof to wall connections of my building because: $The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) J� / / NO " 17 / 1- -ir7 Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this nd the building was not constructed with the Roof to Wall connection Hurricane Mitigation. Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Unns: 1 Adj Sq Footage: 1,418 Lot Size: 7,725 SD FT Year Bum 1947 Legal R PKA SUB PB 17 -11 LOT 22 & E112 OF Lon 23 BLK 1 LOT SIZE 75.000 X 103 OR 13399-3922 08871 COC 23469- 244105 20054 Folio No.: 11- 3101 - 024 -0100 Property: 141 NW 98 ST Mailing Address: JULIAN JEAN BAPTISTE &W ROSE 141 NW 98 ST MIAMI SHORES FL 33150 -1738 Year 2009 210 land Value: $127,978 5212,209 Budding Vale: 5114,858 3114,858 Mares Value: 3242,836 5327,067 Assessed Value: 377,401 $77,324 Safe Date: 5/2005 Safe Amount 50 Sale Oat: 23469 - 2441 Safes Quardicartion Description: Sales which are died as a result of examination of the deed View Additional Sales ear. 2009 2008 Homestead: 525,000 525,000 2nd Homestead: YES YES Property Information Report ,a r ea 0 tittp:l g1s-Yb F My Home Property knformation Report Summa nr Details: Prooer[Y hIformaOon: Assessment infonnatistr Taxable Value Informs Year Taxing Authonly: Regional: County -City: School Board: 2009 Applied Exemption/ Taxable Value: 350,0001527,401 350,000/$27,401 550,000427,401 $25,000/$52,401 2008 Applied Exemption/ Taxable Value: $50,000/$27,324 $50,0001$27,324 $50,000/527,324 $25,0001$52,324 Sale irr [Click here to Print] [Close window] Tit repot was created an 5/5J2g1O r t Feis. pffpzter4 � 02 C y. rights mewed- Page 1 of 1 4 123_01 -48 5/03 PAGE 2 C] New Roof • • •• •• • • • •• • • • • • • 00 • • Florida Building Code Edition 2002 h V Hurricane Zone Uniform Perna Master Pennit No. Contractors Name -- & Job Address / 4/tV 97 ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile Asphaltic 0 Metal PaneUShingles 0 Wood Shingles/Shakes Shingles 0 Prescriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION fvllami Shores Village Are there Gas Vent Stacks? Yes ❑ No ,,;)(' 'Pipe: Natural ❑ LPGX ❑ Re- Roofing 0 Recovering 0 Repair 0 Maintenance ' °8Y 2 Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 503 7 4 8b 57C I13 s f f- Section B (Roof Plain) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drainm include, dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. m• iiNfiiimiiimiiiiiiiiiCmiialini ■N•iiM■Mf•MiiiNJj i rJ.MiiimiifiiiNii•UNiiiiiii M■ M M•ff••MM•M•N ■iii iii■ ■iii M•M••NfNMMIIMM• iii%►' I:r ma mimi spirt ■ ■umeolli■iiiii■ii■i ■■m 1•MN••s■i NriN•i•i ■N••NMMN•N•fNNMN••M■ ■ii•iisi•MM■i•i••MiiaN ■iii ■iff■ifffi■ I! i1 anom E:2211Maaaiaaai•i •f••N•if•MNM M MiifPif ■rMN`•NMuN■i ■NMiNNN• f■ NpM I•MfUN••ii'7 �illrMIUMN•Nf i■M•f■ IN�fi•NNMMIIrR.�illllNNMNfNf i M. 7•i MMMMM Mf!��l•fifM•if•is ••••Mi iff■ iliMi .117�M1."�iIRi17G�__MNMMM■N M micoN ■ ■ffiiiffi NNN ■■ NMMN•NNNMMMMiIMNNNMNN •M i• N• CI ■i.MMENAM.MNM•MMUMNN ■11NN■••N■ ■iff IW INS WNN•MRCNN■NMU■NMN!�aMNNNNM■MNMf i■ I MM• milt■ ■fill■■ii■iff MmMl'L^llmpnnA■ iii■ fmlmfui■1^ miff�llfiiCU ■fiUIiff■ifiiifff■fii■ 1• ■■l f•• MMe• NMMM auM ■fM ■MN1['ii ►re dimar.zw.tw'a •M soil O•i Miifii■ i• N• MfiNfifffiniM MN•NNMM•M•fiiM•NM•M•Mllirl\ IifIiMMN ■Mi■NMfmmon lM• i Ml: •MNMifMNNfN•MNM••M•MN•M■•MM•MMM iM• iM• MrM ■N•MM•NummialriNMN•iMN•NN•MMM Iif•If■mmillii•MNNNNMM•M rM• N■• iMM NAMMi■ ifsiiM •f•N■Nif•f■ ■Mrmium•MNM•MMM•MN•s InsimmU7i sa=aMamaillim atcs i NNM•••MMMif•NNNMM• N••s7ii•ftti�•Itl�m►.•MMs I■ MAIM■ i ■MN•M•MNNifilE•MMN■•fNN ■s■ ■M•■ NMN■MM■NN■ ■MN ■NSAMfiMN•NNN a• •M! llano )i imiMilUmiimiiiiiimimiUni mmiimiipmmilnrNiiiiiiiimii ianaillim inaissoMmui imi°i 1.MMI1�NINMNN•■ NNN■NMMM[M►N•N■ S MNMNllidamiMNiNNiiMM MM ■f ■fi■M•NNN•f••MIM■ NM m omiiiimuiiiwimia>r i•ik:'assa piled iirtiiii ■iiawiiiir IL\••lUN•N•fN■•f•N•N■iNNMMCMM olvismI•NM•iu■ ■■ i• N •f':NN ■ ■M••■NMif•UN ■NMNM Il•7NIIIMi•MNum•r.•■MMMNim allO m■••►sill•■•N■■•Si•u••■NIUArSOM M•IMNMMNM•NN•rINMNSM•■ 1ftilmNMliiNSM••■/ RmN •• ■•••MM•Al1►iV\l';MM /••■ ■ii• ilii•u `NNMM ■r.•Nirsamm lsom •• f MOM IMiiei •■M■ YrniMluiiiiiiM•MNi•i•Mi■ IiJ►:IMMNICINNlM►" loollo IM1MMM•Mi•N P• limp&=•• ►'Y amm f•a.alm R■ ■III•i•filourNMMNN■• • miM•••• rnlllmML� Msrla• ill►' iIMN •af•NMMrmadlr�l••fi�!MMM'MN■■ lff• ll1M•f• l'iM•MM••fNNN•MoMMMLcaiiMl.•f• MOMMIMMIM■fNNMMNi■M•MM'. ■■Via. 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From Notice of Acceptance: 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 Notice of Acce • tances . . • '. .• 5. Municipal Permit Application • • • • • • • • • • • 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation • _ • : • • 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 Wood S. ingles and Shakes _ A,B,D A,B,D a 1,2,3,4,5,6,7 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 Florida Building Code Edition 2002 High Woolly Hurricane Zone Uniform Permit Application Form. 1 INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: • • • • • • • • • • • • • • . • .•. • .•. • 123_01 -48 5/03 PAGE 1 • • r Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA') System Manufacturer. F 9K 4 R / gj NOA No.: /97./2/9. Q 9 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: , 7 9.JZPmax2:1,02 ( Pmax3: "/•? V� Max Design Preisure,from the Spectflc NOA System: - 5 .45 ?Sip ype: f u oac, dee' Gauge/Thickness: 1/45 Slope: Anchor/Base Sheet& No. of Ply(s): Anchor/Base Shtlet Fastener/Bonding Material Insulation Base Layer. Base Insulation Size and Th Base Insulation Fasten Top Insulation er Top Insulation Size and Thickness: Topiation Fastener/Bonding Material: Sheets) & No. of Ply(s)r NCric S heet F '11 WC ly Sth eet . • • • • • • s R . IL d1 S'1I Section C (Low Sloped Roof Svstem) ing Material: • n 11a ntM e r shit annular l 8 No. of Ply(s): p its -fnP r9lass l I astenerBo • ng Material: • • op M� • .• iv T P • •• • • • t;rt • •i�al: r�, J i Bid • • • • • • • • • •• • • • • • • • • ••• • ••• • • • • •• • • • • • • • • • • .• • • • • • • • Fastener Sparing for Anchor!Base Sheet Attachment Reid: j ' oc @ Lap, # Rows tt ' oc Perimeter. 6 ' oc @ Lap, # Rows / @ _' oc Comer. ' oo @ Lap, # Rows f _6z oc Number of Fasteners Per Insulation Board Reid O Perimeter /Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. III: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that iY with eerpfr � tA P. lll/u'37 it iew ft tl� wood 4ie .s� FT. rapet Height 2 Mean Roof Height 123_01 -48 5/03 PAGE 3 • • • • •• •• • • • • •• • • Roof System Manufacturer. Q 4:40 &,/,Crete ?DD.( / /e. 9 Notice of Acceptance Number: D6- 0;24.09 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 11r9._ 6.0( Mr2: M Pi r3 a(o.9/ P1: --, V" - : / P2: ° '. 4 P3: ° //w .a Maximum Design Pressure 1 (From the NOA Specific System): `.. 5 3 Method of tile attachment e Prr� o� 'f S' "'— o ,`;ad 61s?- .4 1 Florida Building Code. Edition 2002 High Velocity Hurricane Zone uniform Permit Application Form. i Section D (Steel) Sloped Roof Svstem) Roof Slope: :12 • ••• • • • • • • • • • • • • •• • • Deck Type ype U ' erlayme es Mon: • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • •• • • • • 1 4 1 ' • 4 • • • Steep Slopes! R Be er: of S stem Description • • • • • Mqn I ftHIg'i • • • • • • •. fir ma '' 0 i/ e !!ni700/'l, dhesiveType:W,ci", 4 ; p / ceix c of h . S Ly7 P d ? w 4.00411 E�2L ype Cap S n ab. Type SSte Edge: 1573 Wei Lid Z ,10, &f er . 23_01 -48 5/03 PAGE 5 Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for M the values from M H If the M values are greater than or equal to the Mr values, for each area of the root, then the the attachment method is acceptable. Meth — o =�� (P2: ® ZP• _ 5:1 8:12 7:12 Description Method 2 "Simplified Tile Calculation Per Table Below" Required Mome t of Resistance (M From Table Below NOA Mt *Must be used in conjunction with a list o moment b tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. ompared the values for F' with the values for F If the F' values are greater + or equal to the F values, for each area•of the rood then the tile attachment eth t + is acceptable. Method 3 "Uplift B Tile Cal Lions Per RAS 127" (P =1: _ = w:= i —W: =cos e: = F „: NOA F' (P =1: _ = w: ) -W: = cos 9: = F : NOA F (P xl: _ = w:y' ) -W: = cos9: = F NOA F' Roof Height H Roof Shope liar Restoring Moment due to Gravity Attachment Resistance Moment Rix Minimum Attachment R Florida Building Code Edition 2002 h Vel . Hurricane Zone Uniform Permit i cation Form. Pressure P1 or P2 or P3 Required Uplift Resistance Fr 1 "Moment Based Tile Calcullhtions Per RAS 127” � �— - Mg: 6.63= Mot 'o Boo NOA 11b • — Mg: 6'. 6 NOA 1Kr / � Average 'Tile Weight W Tile Dimensions length w= width M Required Moment Resistance Where to Obtain Inform on Symbol RAS 127 Table 1 orbyan T Job Site Job Site NOA NOA Calculated NOA NOA 28.4 27.1 All calculations mast be submitted to the Building Official at the time ofpermitapplic itiob. • • • • s•• re to find ••• • •• •• • • • • • ••• • .1 32.8 30.5 282 analysispreparedby PE based onASCE • • ••• •• •• • • • •• • • • • • •• • • • •• ••• • • • • • •• • vr • • • •• • •• • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • 34.9 32.4 30.0 Owner's Notification Form 07 „ r)ea,$cr n EA.ce!Ien‘c Ev.? -y gray„ SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section: The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1 - 711. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions, of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior 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 roofmg contractor and/or owner should notify the occupants of adjacent units of roofmg work to be performed. 4. Exposed ceilings: Exposed, open beam ceiling 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 6 1 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. RAI 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the strut rz.1.asse he b ncling itself). The existing amount of attic ventilation shall not be reduced. Exceptidu: Attic V. eS, igued by a Florida - licensed engineer or registered architect to eliminate the attic venting, vtntirig:sha h not b ed. Owner's /Agent's $igp Contractor's Signa.tururc; Property Address: ••. • • • • ••. • • • • . . . • • • • • • •.• • • • • .... • • • .. • • •. .• • • • •• •• .... • • ••• • • Date: ®� / Permit Number: 10' MIA DA1 BUILDING CODE COMPLIANCE OFFICE (BCOD) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Preclude LLC 1575 East C.R. 470 Sim FL 3 ScoPE: This NOA is being issued under Our applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AEU have this product or material tested for quality ass the accepted manner, the manufacturer will incur revoke, modify, or suspend the use of such produ to revoke this acceptance, if it is determined by material fails to and the requirements of the appli LABELING: Each unit shall «E a «.: it following statement: "Miami - R ade Coun RENEWAL of this NOA shall be consi change in the applicable TERMINATION of this materials, use, •: man product, for sales, .:«vertisi with any section of ADVERTISEME the expiration cht be done in its entirety. INSPE , �>r Iii: A copy and shall be a a-' able for ding Awill re of th or any o be cau A number ed in ad es f - f, e negatl ur after E 1 !f y product n areas cep F e expense or mate ami -Dade County «le building code. n designed ding Code. This product is approved as descri and the High Velocity .Hurricane Zo DESCRIPTION: Co This NOA consists The submitted docume •• • • • • • • • • • • • • • • • • • •• • •• • • • is NOA The N nom be disp • •• ••• • • •, .• •• • • • • • • •• ••• f this entit e s A shall be provided to the user by the mauufaiciurer or its distributors tion at the job site at the request of the Building Official. •• • • 1 through 7. • • • • •• • ••• • • • • • • • • • • •• • • •• • • • • ••• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • t ;� E , and has e of the Florida B Tile was reviewed by Alex Ti • • • • • • • • • • • anent label Product after COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER , SUITE 1 MIAMI, A 331M- (30) 375-2901 FAX (305)375-290R below. The Miami -Dade County Product Control than Aiiami Dade County) reserve the right to E t t If this product or material fails to perftuut in of su testing and the AHJ may immediately material wit . t their jurisdiction. BORA reserves the right oduct Control Division that this product or comply with the Florida Building Code *th the rc aef acturer's name or logo, city, state and ntrol Approved". unless otherwise noted herein. renewal application has been filed and there has been no ecting the performance of this product. piration date or if there has been a revision or change in the r process. Misuse of this NOA as an endorsement of any 1-i shall automatically terminate this NOA. Failure to comply for termination and removal of NOA. eded by the words Maani -Dade County, Florida, and followed by ertising literature. If any portion of the NOA is displayed, then it shall NOA Na.: 06 Expiration Date: 10105/11 Approval Date: 10/05/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Rig 11° 07320 Roofing Tiles MEM Concrete 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by F LLC Souternle. FL arid dumbed in Section 2of this I of Acme' For locatkIns where the pressure by applicable Building Code does amt exceed the desiv pressure values attained by c - in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. L PRODUCT DESCRIMON Atfured i Appt Malibu Concrete Tile Trim Pieces 2.1 SUBS EVIDENCE: Test Aneaev PRI Construction Materials Technologies Redbird Technologies Redland Technologies Redland Technologies 1= varies w = varies varying thickness The Center for Applied Engineering, Inc. The Center for Applied Enginekekt- • • • • .••• •• • ••• • • • • • • • • • •• • • •• • • • • ••• • Test S 1 =17" TAS 112 w =12W' 1" thick Test Identifier PRI06178 7161-03 Appendix III 7161 -03 Appendiix II PO402 94-06013 94-084 • • • • • • • • •• • • • • • ••• • ••• • • • • • •• • • • • • • • • • • .• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• ••• • • • • • ••• . • • 1;063/41/ TAS 112 Product Low a & 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 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manu€aetured for each tile profile. Tat Name/Revert TAS 112 Date Static Llpfift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (ails) Withdrawal Resistance Testing of screw vs_ smooth slam nails Static Uplift Testing TAS 101 (Adhesive Set) Stoic Uplift Testing May 1994 TAS /01 (Mental. Set) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Dec. 1991 Dec.1991 Sept 1993 March, 1994 NOA No: 064526.69 Date: Expiration 18O5/1t Approval Th I Page 2 of 7 Test Acv Rolland Teduadogies Professional Service Industries, kw. TheCenter for Applied 1 The COSBY for Applied Inc. The Center for Applied �. The Center for Applied Inc. The Center for Applied g, Inc. The Center for Applied Inc. The Center for Applied Inc. Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Wacker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. . • ••• •• • • • .• .. • ••. • • • • • • • • • • • • • • • • • • • •. • • •. • • .• • • • • • • • ..• • ... • •.• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •. • • • •• •• ••• • • • ••• • • Test Letter Dated Aim. 1, 1994 22447099 25-7094-1 25-7094-7 25 -70944 Project No. 307025 Testes 76C 25- 7183 -1 25-7183-2 25-7214 -2 25- 7214 -6 528454 -2 -1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calcuations Evaluation Calculations Walker Engineering, Inc. Calculations Walker : : palculations • • • • • • • • Test Namellteatat Wind Twine/ Ted TAS 108 (Nail-On) Physical Pop. TAS 112 Static Uplift Test TAS 102 ( New conshuction)a Static Uplift Testing (4" jp�� TAS 7y 1022 (" Hea d ap, NaB , Static Uplift Testing TAS 102 (4" Heailiap, Nails, Dim Deck, Rec ov Wind Driven Rein TAS 100 Stagy Uplift Testing TAS 102 (2 Quilt-Drive Screws, Mixt Deck) Static Ups Testing TAS 102 (2 Qnftc-Drive Screws, Static Uplift Testing TAS 102 (1 Quilt-Drive Sew, Dhect Deck) (1 Qolit-Drive Screw, ) 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 Bate Aug. 1994 Sept 1994 Oct. 1994 Oct 1994 Oct. I994 Oct. 1994 Feb 1995 Feb. 1995 March, 1995 Sep. 1998 Dec 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Restoring Moment Due to Gravity Sep. 20Q6 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10105/06 Page 3 of 7 Table 3: Restoring Moments due to Gravity 5 °:12° - M (ft- 1 6 °:12" T' :12° or greater Tile Profile 3 ":12 4 ° :12° Malibu Tile Battens Direct Deck Battens , Direct Deck Battens _ Direct Deco Direct Deck , Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5,93 625 5.77 6.08 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (fbf) Length4 (ft) Wtditt w (ft) Malibu T e 9.5 1.417 1.04 3. LIMITATIONS 3.1 FffC classification is not pat of this 32 For mow to set the applications, a static freki uplift test shall be performed in accoolance with TAS 106. 33 Applicant sin& retain ft services of a ` Comity Certified Laboratory to perform quarterly test in szordance wfth TAS 112, wen& `A'. Such testing shall be imbmitted to Big Co& Compliance Office preview: 3A Minimum underlayment skill be in comiliataz with the apprwable Roofing Applications Standards listed seism 4.1 herein. 3.5 30/90 hot mopped tmderIayinent applications may be instalkd perpentlicular to thereof sloe unless stated otherwise by the =Allayment material manufacturers published &mature. 3.6 This acceptance is for ward deck applications_ Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its is shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • • • • •• • ••• •• • • • •• •• ••• • • • • • •. • • .• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • . • ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• • • • • • • • •• 0 0• • • • • • • NOA No. 06- 0526.09 Eapiratien Date: 10165/11 Approval Date: 10105106 Page 4af7 Table 2: Aerodynamic Multipliers -1 ft3) Tits Profile X (M 1(ft Batten Application. Direct Deck Application wrap, Tile 0.305 0.282 3. LIMITATIONS 3.1 FffC classification is not pat of this 32 For mow to set the applications, a static freki uplift test shall be performed in accoolance with TAS 106. 33 Applicant sin& retain ft services of a ` Comity Certified Laboratory to perform quarterly test in szordance wfth TAS 112, wen& `A'. Such testing shall be imbmitted to Big Co& Compliance Office preview: 3A Minimum underlayment skill be in comiliataz with the apprwable Roofing Applications Standards listed seism 4.1 herein. 3.5 30/90 hot mopped tmderIayinent applications may be instalkd perpentlicular to thereof sloe unless stated otherwise by the =Allayment material manufacturers published &mature. 3.6 This acceptance is for ward deck applications_ Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its is shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • • • • •• • ••• •• • • • •• •• ••• • • • • • •. • • .• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • . • ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• • • • • • • • •• 0 0• • • • • • • NOA No. 06- 0526.09 Eapiratien Date: 10165/11 Approval Date: 10105106 Page 4af7 Ti!e Profile Mobs Tie Table 4: Atkelmant Resistance Esmond as a Moment - Nh (ft-1130 for lOn Systems Fastener Type 210d Ring Shank Naffs 1 -10d Smooth o r Sown Stank Nall 2 -1Qd Sit or Screw Shank Naffs 1 #8 Screw 208 She 1 -10d Smooth or Screw S Nadi (Reid Cret) 1 -1Od Smooth or Screw Shank Na i Wave MO 2104 Smoallt or Screw Shank Na s (Reid ) 2 -10d Smooth or SCIBW Shank Na m (Eave () Direct Deck (min 1 P 27.8 8.8 18.4 25.8 47.1 24.3 19.0 35.5 31.9 kgradatkmwMairtiieheaffare and fastemeas ere located nth of re from bead alb Meet Deck Battens (min 1913r 25.8 37.4 28.8 11.8 4.1 21.9 7.1 47.1 49.1 24.3 242 19.0 22.1 35.5 34.8 31.9 322 2 -10d Rog Shank I Naffs 50.9 2 See manufactures component 3 Flexible Products Company Fifes per patty 11.4 Product Inc. Wahl mostly 8drams. Malibu Trfe Table 5A: Attachment Resistance Expressed as a Moment - M (1t for Single Patty Adhesive Set Systems Tile Application Attachment Resistance Tile Pranks Ta 5: Aittwinnent Resistance Emmental as a &lenient Mr (it -tom for Two Patty AcRandve Set Spawns Largo paddy placement of 54grams PolyProlm. 5 Med= paddy placement of 24arams of PoltrPro .. ••• • • • • • .• • • • • • • • • • • •• ••• •• • • • •• • .•• • • • • • • • • • • • • • • • •• • • .. • • • • • • • • •.• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TRe Appticaffon Mamas Attactmlitnt Resistance le 28.1 Polyfoam PolyProTh f 86.61 Polyloam poyProTM 1 45.55 NOA No.: 06- 8526.09 Expfration Date: 10/05/11 Approval Dot= 1M5/06 Page 5 ef 7 Table 5B: Attachment Resistance Expressed as a Moment - Ilia (ft -tbf) for Mortar Set Systems Tile Profile Malibu Tile Tile Application Mortar So Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the hr's name or logo (See Dew Below), or following statement "Miami-Dade County Product Control Approved ". MALTBU CONCRETE ROOF TILE LABEL, SUMTERVILLS PLANT (LOCATED ON UNDERSIDE OF TILE) 6, BUILDING PERMIT REQUIREMENTS 6.1 Application for building pest shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.12 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. •.• • • • • • •• • • • • • • • • •• ••• .• • • • •• • ••• • • • • • • • • • • • • • • • •• • • •. • • • • • • • • ••• • ••• • .•• • • • • •.• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .. •• • • • .• •• ••• • • • ••• • • EAGL�E.�` FLORIDA NOA No.: 06- 0526.09 Expiration Date:10/05t11 Approval Date: 10f05/06 Page 6 of 7 NiYL HOLE .. ... • • • • • •. • • • • • • • • • . • ••• • • •• ••• •• • • • 00 • ••• • • • • • • • • • • • • . • • •• • • 00 • • • • • • • • ••• • ••• • •.• • • • • ••• • • • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 009 • • PROFILE DRAWING MALIBU CONCRETE ROOF Tn2 END OF THIS ACCEPTANCE NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05(06 Page 7 of 7 BUILDING CODE COMPUANCE OFFICE (SCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Bordeaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation d 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 atoms where allowed by the Authority Having Jurisdiction (AH,T). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AI-M (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 faits to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH,1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polysel® One Roof Tfte Adhesive RENEWAL of this NOA shall be considered after a renewal appfication has been fled and there has been no change in the applicable building code negatively affecting the perforce 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 endue 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 NOA No.04- 1115.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. • • ••• • •. • • • •• • • • • • O O O O O O • • • • •• ••• •• • • • •• • • ••• • • • • • ▪ • • • • • • • • • • '•• •• • • • • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• MIA Dr 1W 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.: 09- 0622.04 Expiration Dates 01/03/11 Approval Date: 07/22/09 Page 1 of 5 RIXDING ASSEMBLY OVAL: C>ay: Roofing Sub 07320 Roofing adhesive Materiahe Polyurethane SCOPE: TIM; OUeaS doenited below inter Not of Acceptance, designed to damply with the Florida %Wing Code. Forth hscinkms where the by applicable barring code, doing exceed the design pie vain as obtained by calculations in compliance with RAS 127, One, and where the atinclunent calculations shall be done as an momem based systent. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimenshms Product Description P One Factory premixed canisters Single component polyurethane foam roof the adhesive. PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof The Ably having a current NOA which list moment resistance values with the use of Polyp One roadie adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength T- cile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Teat ency Celotex Corporation Testing Services Southwester • PRl Teclme •' j<Ftc: • I• �• .lodes • • . • • • i ; • • • • • • • • • • • • • • • • •• •• • • ••• ••• • • • • • • • • •• • • • ••• •• • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • •• Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 Test Identifier #258468 #258468 -1 #258468 #258468 #258468 -G #258468 #258468 #258468 #258608 N/A #520207 -3 • ' • 01- 1208 -025 •, FOP -01-02 -01 • • • • • • • • • • • Results 1.95 lbs.fti.' 7.8 psi 19.95 PSI Parallel to rise 4.22Lbs.IFt 3.5 Pam /Inch +0.89% Volume Change @ 70 C., 2 Weeks 72.14% Test f' a ueJRellmrt ASTM D1623 -78 ASTM E84 -97a ASTM D1622 -93 ASTM D2126 ASTM D2856 -94 ASTM D1621 -94 ASTM 02842 -94 ASTM E96-95 TAS 101 Evaluation of Test on a Two -pad System TAS 101 ASTM E 108 TAS 108 Date 04/09/98 04/21/98 04/27/98 04/27/98 05/11/98 04/29/98 05/05/98 04/30/98 08/19/98 10/21/98 03/18/99 06/16/98 02104/99 NOA No.: 09- 0622.04 Expiration Date: 01/03/11 Approval Date: 07122/09 Page 2 of 5 Table 10 Adhesive Placement For Each Generic Tile Profile Tile Profile Typical Placement Detail Weight per paddy (grains) 6.5 Flat, Low & Nigh Profile # 1 High Profile 2- Piece Barrel # 2 8.7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polysete the can be meal with fiat, low, mednun and tile profiles. 3. Minimum underiayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Rini Tile macaws acquifing acceptance for the nse One with their til shall test in accentramee with TAS 101 with section 10.4 as minfirtnal herein. F — MS INSTALLATION: 1. Polysettt One may be used with any roof tile membiy having a current NOA that lists moment rye values wt the use of elyseaS the 2. Polysete One shall be applied in compliance with the Component Application section and the conespending Placement Deb& nod 1 The wattle assembly's sabre attachment with the use of Folyseth One shall provide sufficient attachment resistance, expressed as a moment based system% to meet or exceed the moment reside determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polysetiiii One roof die adhesive and its components shall be instated in accordance with Rooting Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating Instruction and I'VIam enance Booklet 4. installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. S. Pressure treated wood idler block shall be required on all eave course of all tile profiles except on two pieces barrel tile. iles must be adhered m freshly applied adhesive. 'file must be set within 4 minutes alter Polyset® One has been dispensed. 7. Polysenia One placement shalt be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polyset® One containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: .. .• • • • . . •• As requiiid by t o nuptial krichil or applicable building code in order to properly evaluate the installatjproI t s sxs$e % • � : .. • NOA No.: 09- 0622.04 Expiration Date: 01103/11 • • • • • • • • ": • I ' • • • • Approval Date: 07/22/09 • • • • • • • • •• • • • • • Page3of • • •• •• • • • • ••• ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • ••• • • • • • • ADHESIVE PLACEMENT AILS • •• • • • .. •• • • •• •• •• • • • .• •.. • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • ••• • ••• • ••• • . • • ••• • • • • • • • • • • • • • ••0 • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • PLACEMENT DETAIL # 1 NOA No.: 09- 0622.04 Expiration Date: 01/93/11 Approval Date: 07/22109 Page 4 of 5 •. • • • • • • •• ••• • . .. AD (CONTINUED) PLAN DITML# 2 END OF TMS ACCEPTANCE • .. • • .. • • •• • •••• • • • • • • • • • • • • • • • .• • • •. • • • • •• • • • • • • • • ••• • ••• • ••• • • • • ••• • . • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • t BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 1Vliami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or nnaferial 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. 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 desdnibed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIP'T'ION: GAF Conventional Built -Up Roof System for Wood Decks. LABEJING: 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. TERMNATION 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 NOp ;la pevise's 1110ANo. 03 -0501.05 and consists of 1 gh 19. The submitted tll'cl eh�oew� as reviewed by Jorge L. Acebo. ••• • •• • • • • • • • • • • • • • • ••• • • •.• • '1 • • ••• • • • ••• • • • . . . . • •• • •• • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • •• 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated Deck Description: "I or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. Ail General and System Limitations shall apply. • Fire Barrier. FireOutTM Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENTO EliminatorT"' Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBERO1D Heat We1dTM 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 #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 lap staggered and in two rows 12" o.c. in the field. (MivdnuanDesign Pressure —45 psf, See General Limitation #7� GAFGLAS® Ply 4, GAFGLAS P1yTM 6, GAFGLAS 475 Base Sheet or any of above Base sheets attached to deck with Drill-Teens #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTa 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 —45psJ See General Limdlatdon #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 psf,, See General Limitation #77 .. • • .. • • • • • • • •. • .. • • • •• ••• .. (v 7Z ^. t .471T, ILO .;. {'APPR)VEEG • • •. • GAFGLAS #80ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet attached to deck with approved 1' /o 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. (Maxins s Design Pressure —6Opsf See General Limitation #7} GAFGLAS 1175 Base Sheet or any of above Base sheets attached to deck with Drill-Teem /112 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. (Mizxhnwn Design Pressure — 60 psi; See General Limitation #2) 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. : (Dt sr n 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 Tec'rl #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill -TecTh 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. (Maxinnen 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- 40lbssq. 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- 40lbssq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lbs.sq. and 300 lbssq. respectively in a flood coat of approved asphalt at 60 lbsisq. or applied in a flood coat of Leak Busterm Matrix's 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 the EVT range and at a rate of 20-40 lbssq. 3. Leak Buster MatrixTm 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTm Matrixm 715 , Leak BusterTM MatrixTm 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM Matrix's 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotee roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomerie 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 4, 011 ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • • • • • • • • •• • .•• •• • • • • • .• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • . 0 • • ••• • • •• •• • 000 11 • NOA No.: 01-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20.408 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Plym 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck"' or ' /a" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 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 Ibs sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation 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 sidelap 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 ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsfsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 ps. 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 Standard 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 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 comer 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 Proftwaional 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 milers, 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 at enhanced pressure zones (i.e. perimeters, extended corners and comers). (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 ptitl Rate ?B.72 of the Flo la Administrative Code. •:. : :: Eivb OF THIS ACCEPTANCE •• •.. .. • • • .. • . • • • • • • • • . • •• • • ••• • • • .. ••• • •.. • • • • .•• • • • • • • • •.• • • • • • • • • • . • • • • •• •• • • • •• . ... • • • •.. • • NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20108 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 3 of 48 5. Deck: C -15/32 Iodine: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet — One ply Type G2 "GAFGLAS #75 Base Sheet' (may be nailed). Ply Sheet — One or more plies Type Gi " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Inclines 3 Base Sheet — One ply Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet — One or more piles Type G1 "GAFGLAS PIy 4" or " GAFGLAS PIy 6 ". Cap Sheet — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Inclines 2 Insulations — One or more layers perlite, glass fiber, Isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, phenolic, 1.0 In. min (offset from plywood joints 6 -in.). Base Sheet — One or more plies Type Gi, G2 or G3. Membrane: — One or more plies "Ruberoid Torch Smooth ", "Ruberold Torch Granule, "Ruberold Torch Granule Plus ", "Ruberold Mop Smooth ", "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Cap Sheet — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Inclines 2 Insulation (Optional): — One or more Layers perlite, wood fiber, glass fiber, Isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type GS. Membrane: — One or more plies "Ruberoid Torch Smooth ", "Ruberoid Torch Granule ", "Ruberold Torch Granule Plus ", "Ruberoid Mop Smooth ", "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Cap Sheet — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet', hot mopped. 9. Deck: NC Inclines 2 Insulation (Optional): — Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base Sheet — One or more piles Type G2, "GAFGLASS #75 Base Sheet °. Ply Sheet — One or more plies Type Gi " GAFGLAS PIy 4" or "GAFGLAS PIy 6 ". Cap Sheet — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Surfacing: — "Fireshiekd MB", 2.5 - 3.0 gal. /sq. 10. Deck: C -15/32 Indhse: 1 Insulation (Optional): — One or more Iayers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet — Three or more plies Type Gi " GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Cap Sheet — "EnergyCap Mineral Surfaced Cap Sheet ". 11. Deck: NC incline: 1 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/Isocyanurate composite, perlite/urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. PIy Sheet — Two or more plies Type G1 " GAFGLAS PIy 4° or " GAFGLAS Ply 6 °. Cap Sheet — " EnergyCap Mineral Surfaced Cap Sheet. 12. Deck: NC • • ••• • • • Incline: 2 • • • •• • Base Set =;00 Olrlype6t °UFGLAS #75 Base Sheet °. Ply SWIM AV/se ar. nor• Islas s f ygiei "GAFGLAS PIy 4° or " GAFGLAS PIy 6 ". Cap Sheet — "EnergyCap Mineral Surfaced Cap Sheet ". • • • 13. Deck: - 2 5/37 • • • • • • • • • • • • Iodine: 1 • • • • • • • • • ••• • •• • ••• • • • • •• • • •• • •• • • • file : / /CADoculient4uN $et�ingii\li y Documents\SONY SAVE INFO\U1 Cert\Gaf b... 6/15/2009 • •• ••• • • • •• ••• ••• • • • ••• • • ZOOM is ' VOLORTTAX 02/1 7/20,10 022501128002 100;0 ' SEE OTHER SIDE x:57773 -9 s,M 3 B: Y. COI1TRACTORS CORP 33S , W S0 ST 33012 HIALEAH OWNER J A K CONTRACTORS CORP Sec. °Muslims Is a BUILDINS CaftTRACTOR RURREOS TAX ERREPT. rr DOM Mr MINT ME HOLM IR Wane OR MOM LAWS OF "R1E OR OMR NOR EXBIPT THE PERMIT OR ORME REOREREO OVUM 11115 ROT OEFOIRMOO Of MOWER'S CORRAROR- COILRY'' TAX COURCIRM 02/17/2010 O g 2 @ 2 ,}pp S �� 0 g 020 p 01. SEE OTHER SIDE J & K COMMODE; CORP WS W SO ST HIALEAH FL 33012 I tEA U 11 111 itttl tEi11 ll t tl 1 1311 1 1 H1.SI3 NC; l°P, BU. - DONOT PAY E . . STAB COCISI6517 NO'S 1 DO NOT FORWARD J & COFITRACTORS CORP 335 H 50 ST HIALEAH FL 33912 ! Yltl!! l�lS! lEEElEdiFFF #I�RR� }@F!!!ilF.Fl�F l��t�f F�ffF!!Ifl1� 4337 -9 AC# 4 ' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ESPINOSA, JAIME E J R K CONTRACTORS CORP 385 WEST 50TH ST HIALEAH FL 33012 Congratulations! With this kcense you becsome one of the nearly one million Floridians licensed by the Departrrient of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to imparts the way we do business in eds to serve you For information about our services, please tog onto www-nryflorldalitnse.com. There you can find more infuninalkn; about our divisions and the regulations that impact you, subscribe to department rstetteas and team more about the Deparbrient's initiatives Our mission at the iNESZUSSEfili is , Regulate Fairly. We constantly strive to serve your befter so that you can serve yo a Thank you for doing business in Florida, and cant ions on your near license! DATE BATCH NUMBER CHARLIE CRIST GOVERNOR LICENSE NBR 02/12/2009 080326686 CCC1328953 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2010 ESPINOSA, JAIME E J is R'CONTRACTORS CORP 385 WEST 50TH ST HIALEAH FL 33012 DETACH HERE CERTIFIED ROOFING CONTRACTOR ESPINOSA, JAIME E J & K CONTRACTORS CORP STATE OF FLORIDA DEPT OF BUSINESS AND PROFESSIONAL REGULATI CONSTRUCTION INDUSTRY LICENSING BOARD DISPLAY AS REQUIRED BY LAW AC# 4261863 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1328953 02/12/09 080326686 IS oSSTIFIED =der the previsions o! Ch .489 r9 lagkt.:i.= data: AG 31, 2016 L09E21200130 SEQ# L09021200130 CHARLES W. DRAGO SECRETARY Elite PRODUCER Serer , ham. 8491 Parkland Dr. Sarasota FL34243 ph 941.925.2990 fax 941.308.1775 gisuRED d 8 K. Contractors, Corp 385 West 50th Street COVERAGES a likd ah FL 33012 THEPOLICIESOFINSURAICELISIEDBELOWHAVESEENISSIZOTOTHEINSIMONAMEDASOVEFORTHEPOLICYPERIODININCATED.NG ANT REOUIRDIENT. T ORCONORTION OF ANY CONTRACT OROTHERDOCUMENT MTH RESPECT TOV THIS OESIFIFICATE MAY SE ISSUED OR MAY PERTAIN. THE INSURANMAFFORDEOSYTHE POLICIESO ESC4ii8 ®HEREINISSURIE-CTTOALLTHETERMS.E9 tStONS OFSUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. POEM EFFECTIVE ;; POLIGYE Ill1141111118INNYVVVII PAW lt i . PIPE I'i>: GENERAL LIABILITY X COMMERCIAL GENERAL memory CLAIMS MADE fl OCCUR GEML AGGREGATE LIMIT APPLIES PER POLICY n n L� AISMINEESUELEMNUTE AWNWTO ALL OWNECIALTIOS SCHEDULED AU S HIRED ALTOS NON - OWNED AlJTOS OTHER t GARAGE LABILITY ANY AUTO E / =EMIR LIABILITY OCCUR L._ J CLAIMS MADE RETENTION WORKERS COMPENSATION AND ENFIAWERE maim Y /N ANY PROFREET Mandatory in NM 0 yes describe under SPECIAL PROVISIONS hell w oesc ornoI OPOPERATONS /LOCATIONS /VEHICLES /EARAIMEDDY emonsanurrs maim P General Contractor CGC1516517 Rooting Contractor CCC1326953 CERTIFICATE HOLDER Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Nimes, Florida 33138 Farc(305)7588972 f ' ACORD 25 (2009101) CERTIFICATE OF LIABIL1TY INSURANCE NS1202119 POMCIT SUNDER 1105 SITE 4S ISSUED AS A RATIER OF INFWVINIKIN ONLY AND CONFERS NO RIGHTS UPON THE SATE HOLD. MS CERTIFICATE DOES NOT AMEND, EMEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE { NAIC Ir a United States hunuance Cr INSURER B: ARAM C: INSURER IY INSURER E. 06f24I CANCELLATION X10 AUTHORIZED REPRESENTATRIE The ACORD name and logo are rimed marks of ACORD EACH OCCURRENCE DAMAGE TO REINED PRSM7CS !Fa aa.awro+U MED EXP /Any one soarer) $. crow MUM alica EL EACH ACCENT AGGREGATE PRODUCTS - COMP/OPACM umummususamsarr gramseeme GODLY NAND BODILY UMW Ter ) PROPERTY DAMAGE Ter aostdertl) ALTO ova _ bW EA ACC AOG OTHER THAN AUTO ONLY: EACH OCCURRENCE AGGREGATE E L DISEASE -EA E10 ACORD L XXXXiXXXX eltiEtiMingfreret VMS $ 300. s 100,000 $0 $ 300;.009 S s 600,000 el S E L DISEASE - POLICY LIMIT S BNOYIDANYOF TNEABONE MEMBER POLICIES MCA/ME 0 BEFORE TUEE ATION erxe usemor. 10E mums WLL ENEREATOR TOVIAL 10 ours MUTTER NOTICE TO THE CERIIFICAIS UMBER NAMED TO TINE LET. BUT FAILURE TO DO SO MALL IMPOSE NO OSIUGATIOIN OR LLNDLITY OF ANY IOND UPON TIE 00? RO . ITS AGENTS OR rights Scheduled Inspection Date: August 06, 2010 Inspector: Bruhn, Norman Owner: BAPTISTE, JULIAN & ROSE Job Address: 141 NW 98 Street Miami Shores, FL 33150- Project: <NONE> Contractor: J&K CONTRACTORS CORP Building Department Comments August 05, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 144370 Permit Number: RF -5 -10 -939 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1131010240100 Phone: (305)698 -0105 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 1 of 2 RE: Permit # c 5 State of Florida County of Dade: Sworn to and subscribed before me this ..c7f Notary Public, Sate of Florida at Larg Miami Stiesestillope 614Deftaftestear 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT DATE: (1 ( 1\%';/M'/e 1.57 — OD /'d e , licensed as a (n) Contractor / Engineer / Architect, (Print name add circle License Type) FS 468 Building Inspector License #: eec : /3 &f' 63 -- £ 'f4 /v9 894-ras116 On or about — / 9 2 id • , I did personally inspect the roof deck nailing and /or (Date & time) / J secondary water barrier work at ! 4/ N 7 Si / 11 ,41 / i (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. B • 4 MYC�;, - .��-, j: EXPIRES Febru ; 15 2014 Ie Bonded Thru Notary Pub" Underwriters *General, Building, Residential, or Roofing Cont - der 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection t Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: !4 AA gg5t' ; *Aktt 6 y Owner' K- e2) 7i' �P Permit Install Date: Lkt) '6-- Height /P Floor: 1 Scaffolds: Ladder: — Slope: 3 ° , 2 - Test date: Cr -4'io 'Per Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Uplift Test (P or F) f 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Uplift Pull Test (P or F) Test Location 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Uplift Pull Test (P or F) 134-0EP 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 Up lift Test (P or F 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THLS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ySub i , I By: Vinayagar M. Balakrishnan V, 14. State of Florida Lie # 63107 F. 0 s FLORIDA INTERNATIONAL ENGINEtRINC & TESTING LAB MIGHT wNovAT .awrEGRATION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION TEST RESULTS P= PASS,F =FAIL N2 1933 Jcp , Job Address: 141 140 1 6 6- - 77 1 ,11.141#4 Contractor. J It le- ' iC A.G �o'� --� (1q73) Other tch of Roof ■■ ■ ■ ■ ■. ■ ■M.■ ■■ ■■■1111■■ ■ ■■ ■ ■ ■1111■ ■11■ ■I■ ■ ■11 ■■■■■■■■■■ ■ ■ ■ ■ ■■ ■ ■ ■11■ ■ ■ ■11■ ■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■1r ■ ■ ■ ■ ■11■■ 11111111■ 1111■■ ■i ■i■ ■1111■■ ■11■11r ■1111■ r■■■■■■■■ 1■ ■ ■ ■■I IM■I ■II ■I■ ■■I ■ ■ ■ ■I ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■i■ ■ ■f1111 ■ ■ ■ ■I11 ■■■■11i■11■■ ■11111111 ■ ■ ■i ■■ ■■■■■■ ■ ■ ■■ ■■ ■ ■ ■■ ■ ■ ■I ■ ■ ■■I ■■ ■ ■I■ ■ ■ ■11■■ ■1111 ■ ■ ■ ■ ■ ■■ ■ ■■ ■11 ■11in ■.r ■gin ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■■■■ ■■® ■ ■ ■■■ ■ ■ ■■ M■II ■I■ ■ ■ ■I ■I ■ ■ ■ ■ ■■■ ■■ ■1111■■ ■■ 11■■■■■■■■ ■ ■1 ■ ■ ■1 ■ ■ ■■■■■■R ■ ■ ■■ ■ ■■sM ■■ ■ ■ ■ ■ ■i11I ■11■ 1111■ ■1111111111 ■ ■ ■■ ■■ ■I.■I ■H■ ■■ ■ ■ ■■■■ ■ 11■■■■ M ■ ■ ■ ■I ■■E ■ ■ ■ ■ ■ ■R ■ ■ ■ ■■E ■ ■ ■ ■ ■ ■■ ■1111■ ■ ■ ■ ■ ■ ■ ■■ ■■�11■11■■ ■■■I:: :. ■■ ■1111■■ ■ ■ ■ ■■■ ■.1111 ■s ■ ■ ■ ■ ■ ■ ■■■■ ■ ■■ ■ ■> 11;i1111iii ■ ■ ■ ■ ■ ■ ■ ■ ■i■ ■1111 ■■ ■■ ■ ■ ■ ■ ■■ ■■ ■■111■■ It i ■I■.iI ■ ■■ ■■ ■■ ■ ■■ ■■■1111 1111 ■ ■ ■ ■ ■U ■11■■■ ■111111■ ■BLIZI ■fI ■ ■■U ■ ■■ ■1111■■■■■ 11111111111111110111111filligillEMMIMIUMINEMETIFI1111111111111 1111■■111111111111■ iil1111W ii11'■111111 ■■■■11# A1I ■ ■ ■S■ ■1111 ■11■11U11■■ ■11■ ■11MES: `► ■1111_ x,1111 ■■tM ■ / ��: IIIII■ ■1111■■ ■■ ■111111■ ■1111■■I i111!!#■&1111■ ■■ 111111, ■1I■ ■ ■■ ■1111■ 11111111111111111111111MWESPAIMITAIRIZEIMMErtiMIIMMINIMMIll 111111111111111MINIUMILMINERMOANIMARNPLOMMIIIIIMIIIHMI ■ ■11 ■11■■ ■ ■DSOR TAlit'`gank/ ii m N11 ' ■11■■ ■■■1111■ 1111111111111111111111111111111111E,MMAIRE 1111111111111111111111MISEIMIMPtiiiIIIIIMMIIIIIIMM1111111111111111111 11111111111111111111111111111111111IMIEWIRailinfieM0111111111111111111 1111 ■■ 1111■■■■■ �■ �� /�11��11fii11� ■ ■ ■� ����41�11 ■■■ ■ ■ ■■ ■ ■ ■ ■■ ■■ ■! ■1111MO t.11si 11MANTI r.M1111■111■111111 ■ ■11'11■1111111111111111i ■1111■ ■ ■■■■NI ie 'rlUMMI ■ ■■ ■■ ■■■ ■■t■11■i11aakIi11 ■■1111i1111iIjL is II iIi11ii1111■ 111111111■1111■11 11E! ■V11 ■■MEMB11R11siona ■ ■■■ ■1111■■■ '■ ■■ ■■11■ ■■u■11:; ■w' : ■■ ■:':r stir 11��i� ::��■ -■ ■111111■■ 11•111111111111INNOMES11111111111111111111111111111111211111111111111011111111111111111 ■■■■■■■:■■■■ ■■I■I ■ ■ #■i ■I■■■■■ ■■■ ■11■ ■■■ ■ ■u ■ ■11■ii11111■ ■■11■ ■■11■ ■111■ ■ ■■■'■■ ■ ■■■ ■ ■11■■ ■1111 1111■ ■1111 ■ ■ ■1■ ■■ 1111 ■11111111■ ■11I■11 ■ ■■.■■ ■ ■■■11■■C■ ■■■■■■■■■■■■ m■ ■■ ■■■ ■ ■11 ■m11 ■■■ ■ ■s ■ ■mm■ ■ ■ ■i ■i1111R11■111■ ■■;11 1111 ■ ■■ ■■■ ■ ■ ■ ■■#■■■ ■ ■ ■ ■11■ ■ ■■ 511 (1 Irrt BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949 Permit No. R F 6- 10 -939 Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): �I V (i ar i $ Rose 13 S�' G� Phone#(3Q5) 303 " V6 93 Address: 14 I N W. 18 54 • Cit M i QTyi i 5 AD re.S State: Fl. Zip: 33 150 - Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 1 I N IAA q 8 5+ • City: Miami Shores County: Miami Dade Zip: 33 50 Folio/Parcel #: ► t 3 t 01, 0 2.40 100 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR Company Name: [' C T6. t S Cb • Phone#: js) ‘21 - 3 Address: 3 `)/i FO S Cit 141 €0.11 Qualifier Name: — 1771171e_ State Certification or Registatiia Contact Phone#6462 DESIGNER Architect State: fl • Zip: F3D) • ACS• Phone#: ';/3or89S3 certificate of Competency # 00004 Email Address: J g CO 2 r ya. , l • Co ete Phone#: COLOR THROUGH ROOF TILE IS REQUIRED acknowledged! by: ***************************************F ************************** ***wage * * * **,a***** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE l 4 .ni 'BiOndhtg 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 All F1WAV1T: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspectioj i t b approved and a reinspection fee will be charged Owner or Agen The foregoing instrument was acknowledged before me this 9 day of NOTARY PUBLIC: 20 a by .. t .dglt , y known to me or who has produced / ,?L As _identification and who did take an oath. APPROVED BY (Revised 07 /10 /07)Revised 06 /10/2009)(Revised 3/15/09Xrev614/10) Signature Contractor The foregoing instrument was acknowledged before me this day of 94 J .a, , 20 lD , by _ who is personally known to me or who has prod as identification and who did take an oath. NOTARY PUBLIC: r ►**************** r******************* *** * ** * * ** * * **** *,r,t,r,r,t**** r, *** ** ** * *** star * *** * * * ** *** * * *** *** * * *** *f* Plans Examiner Zoning Structural Review Clerk Roof System Manufacturer a W 13,04 - -Dade Sci Notice of Accepts Number: O - O Z 8, 03 M.ar 3'101° `iHIn =S APPROVED BY DAIL- ZONING DEPT Minimum ' • • �sFures, If Applicable (From RASA 7 : C y P1 r2 : . • , It4r3: ' �1 BLDG DEPT ' • • = ): .=:_q5,_•_/__ P2: /N, P3: - 4.74*311 0 IF g n Pressure 3 NOA Specific System): 3 q• D od of tile attachment: ' ar 1° 0 /eel/W ! 5 123_01 -48 5/03 PAGE 4 Roof Slope: !I 1 :12 Ridge Ventilation? Mean Florida Building Code. Edition 2002 High Vetoer Hurricane Zone Uniform Perm t App Form. Section D (Steen Sloped Roof System) Steep Sloped Roof System Description Deck Type: wood she-et q' ype Underlayment: nsulation: Fire Barrier: i JO 3 ZA0 30 ASrt1 P 2 0 �'�✓ P�c� �z��rtc q� / l ! r Q /it1 O tar /T` Pirrwr nt L /$. astenerType & Spacing:? y .rg ci r✓q 6 "O.c. at A s ovd f /a "D'c al de/S- gs dhesive T ar err7ent r ' SY r ra e s Rea . »i I �I ype Cap S 104i ° _felt AD M°p oof Covering: r , WO n 7 q er' o/a_ - a , 711e. e Drip a r ■ 3" e-i 3at0 z. M.ar 3'101° `iHIn =S APPROVED BY DAIL- ZONING DEPT BLDG DEPT 76 CUDJECT i ® GCbM L.IANCE \i ri HLL rtutrsFu_ STATE AND er UN IY MULES AND REGULATIONS ATICNS 123_01 -48 5/03 PAGE 4 Roof Slope: !I 1 :12 Ridge Ventilation? Mean Florida Building Code. Edition 2002 High Vetoer Hurricane Zone Uniform Perm t App Form. Section D (Steen Sloped Roof System) Steep Sloped Roof System Description Deck Type: wood she-et q' ype Underlayment: nsulation: Fire Barrier: i JO 3 ZA0 30 ASrt1 P 2 0 �'�✓ P�c� �z��rtc q� / l ! r Q /it1 O tar /T` Pirrwr nt L /$. astenerType & Spacing:? y .rg ci r✓q 6 "O.c. at A s ovd f /a "D'c al de/S- gs dhesive T ar err7ent r ' SY r ra e s Rea . »i I �I ype Cap S 104i ° _felt AD M°p oof Covering: r , WO n 7 q er' o/a_ - a , 711e. e Drip a r ■ 3" e-i 3at0 z. 123_01 -48 5/03 PAGE 5 For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M f. If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 " (P1: .tz O. 2 g ( : a 0. Method 2 "Simplified The Calculation Per Table Below ", Required Moment of Resistance (M From Table Below NOA 1VM _ y7F Mean Roof Height — Roof Slop e 3:12 4:12 5:1 8:12 7:12 netlo *Must be used in conjo Broward County Board of Rules d Appeals. For Uplift based tile systems use ethod values for F If the F' values are : ter area•of the root, then the tile attachme i Method 3 "Uplift B (Pt: xl: = z w: = (P2 : a 1: = a w: = — W: (P3: x1: = z w:= ) —W: Description Design Florida Building Code Edition 2002 h Vet • Hurricane Zone Uniform Permit . i. Form Section E (Tile Calculations) Height Roof Slope Multiplier Restoring -„ due to Gravity Attachment Resistance Moment Resistance At Residence nt Based Tile Calculations Per RAS 127" � 3 • 7j - Mg: 729 = 1t / NOA 1VI — Mg: 7 . 0' 9 = NOA 11b t 3 —Mg: 7 ,2 ° l = _ , � NOA Mr39. Mr Required Moment Resistance 15' 32.2 30.4 28A 28A 24.4 with a list of moment based Where to Obtain Symbol P1 orP2orP3 H B mf F 7 3. Co Job Site Job Site NOA NOA NOA 20' 38.5 Calculated NOA Calculated NOA 38 34.4 38.0 32.2 33.8 30.1 31.8 28.0 25' 30' 29 Required Uplift Resistance F Weight Average Tile�Dimensions 1= length NOA w= width All calculations must be submitted to the Building Ofcial at the time ofpenadtapplication. 7.4 35.1 32.8 30.5 28.2 systems endorsed by the ared the values for F' with the equal to the F values, for each is acceptable. Calculations Per RAS 127" cos B: = Fn: NOA F' a ' : 0: = F,2: NOA F' z co:' = F NOA F' ation Where to find 40' 39.8 37.3 34.9 32.4 30.0 d RAS 127Table 1 orbyan aoalysis prepared by PE based onASCE M COu? . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 11563 (305) 375 -2901 FAX (305) 375 -2908 Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 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 by the Board of Rules and Appeals (BORA) 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 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. 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 07-0914.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 1 of ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Soant4 Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Apo set Hanson "Hacienda" Trim Pieces 2.1 EVIDENCE SUBMITTED Test - ency American Test Lab of South Florida PRI Construction Materials Technologies PRI Construction Materials Technologies IBA Consultants, Inc. Roofing Roofing Tile Concrete Teat Dimensions Spicifcat Length: 171/4" Width: 13" TAS 112 %z" thick Length: varies Width: varies TAS 112 Varying thickness Test Identifier RT0922.02 -09 HRT -054 -02-02 HRT -054 -02-01 2381 -249 Product RIMEIBtion Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct 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 Name/Relrort TAS 102 TAS 101 TAS 101 TAS 112 Raft 09/22/09 09/18/09 09/22/09 09/20/07 NOA No.: 09- 0928.03 Expiration Date: 12/16112 Approval Date: 11/18/09 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length-1 (ft) Width w (ft) Hanson Hacienda 10.0 1.4375 1.08 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 33 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 requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Tile Profile Hanson Hacienda Table 3: Restoring Moments due to Gravity - M (ft Ibf) 2 ":12" Direct Deck 7.37 3 ":12" Direct Deck 7.29 4 ":12" Direct Deck 7.17 5 ":12" Direct Deck 7.02 6 ":12" Direct Deck 8.84 r:12" or greater Direct Deck 8.64 NOA No.: 09 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3of5 Table 2: Aerodynamic Multipliers - A. (ft Tile Profile 2, (ft Batten Application X. (ft Direct Deck Application Hanson Hacienda N/A 0.32 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 33 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 requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Tile Profile Hanson Hacienda Table 3: Restoring Moments due to Gravity - M (ft Ibf) 2 ":12" Direct Deck 7.37 3 ":12" Direct Deck 7.29 4 ":12" Direct Deck 7.17 5 ":12" Direct Deck 7.02 6 ":12" Direct Deck 8.84 r:12" or greater Direct Deck 8.64 NOA No.: 09 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3of5 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) For Nail -On Systems Tile Profile Hanson Hacienda Fastener Type Two (2). # 8 x 3" Screws Direct Deck (min 15/32" plywood) 35.9 Direct Deck (min. 19/32" plywood) 35.9 Battens N/A Table 5: Attachment Resistance Expressed as a Moment - M (ft -lbf) For Two Patty Adhesive Set Systems Tile Application Tile Profile Hanson Hacienda Tile Bond Minimum Attachment Resistance 44.4' 1 Dow Chemical Tile Bond'm. Two patty's of 11g were installed as per Tile Bond NOA. Table 8: Attachment Reslstance Expressed as a Moment - M, (ft -Ibt) For Single Patty Adhesive Set Systems Tile Application Tile Profile Hanson Hacienda Polyfoam PolyProT'" Polyfoam PolyProTM 2 Medium paddy placement of 24grams of PolyProTM AH -160. 3 Large paddy placement of 54grams of Pal +LPro"" AH -160. Minimum Attachment Resistance 29.2` 39.0' 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement "Miami-Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (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.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11 /18/09 Page 4 of 5 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18109 Page 5 of 5