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RF-10-1976Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Nov o 8 2O10 eeeee BUILDING Permit No. RC 0 "J ( Q PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): 1%1,0 41C1 1J Address. 2K3 fv:c to l 7-• City: ({. l A ( £. 1+0 S State: Tenant/Lessee Name: /A- Email: o C3? / 4 TT a N%JT' 41/1. Phone #: 7&' 2-s-3 Zip: 331 3 Phone #: JOB ADDRESS: C City: Miami Shores County: Folio/Parcel #: .3 2 j0 (Q -c' i 3- y Ls the Building Historically Designated: Yes Miami Dade Zip: NO Flood Zone: CONTRACTOR: Company Name: �A � d4 Phone #: ✓� mil` 4 ' IS l i Address• �' itO�,� 417 ?L � City: t4 I Ag A41 State: Qualifier Name: Ai ''i 71-0 State Certification or Re 'stration #: oot-1-01 Certificate of Competency #: Contact Phone #: 1,11 's CT) Email Address: DESIGNER: Architect/Engineer: Phone #: Zip: 451)0 Phone #: r f ^! Value of Work for this Permit: $ Type of Work: DAddress D ription of Work: 60Lort, re:/190 Square/Linear Foo a of Work: --CC) Y I t ✓7 , O f ❑Demolition -O 1-1- o vex ❑Alteration ❑New epair/Replace COLOR' THROUGH RO(JJkn IS REQUIRED acknowledged by: r * * * * * * * * * * * *** **** * **+ ******** * ** ** * ** Fees**** ** *** ***** **** * *** ** ** *** * *** * * *** **** ** DO 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 $ k6 40, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO .OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe '.n which occurs seven (7) d after the building permit is issued In the a ce of such posted notice, the inspection will not e ' pproved and a rginsec ' n fee ill be charged. Signature vw 11G1 V1 rt tit y, The foregoing instrument was acknowledged beforr me this 1 Y\ day of (9C7 &2O t by 14 0 n ti e j* 61.1 who is ersonal y known o m . or who has produced As identification and who did take an . nth. VG NOTAR PUBLIC: Sign: Print: A II X1 ', 1; ��� My Commission Expires: yo Signature Contractor The foregoing instrument was acknowledged before me this g" t , 20 by 1.104(14.4.4-c, me or w, . .roduced day of who is personall did take an oath. N AR Sign: Print: My Co Notary Public \ State of Florida mY Comm. x ' res May 24, 2014 Commis ' n # DD 995253 _NIEr o•� **************************************************************** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** *,fie * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) * * * * ** Zoning Clerk ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 • Fax: (866) 784 -8550 www. lloridaengineeringandtesting .com 250 S.W. 13"' Avenue Pompano Beach, FL 33069 December 1, 2010 Ms. Monique Smith 253 N.E. 101st Street Miami Shores, Florida 33138 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof 253 N.E. 101st Street Miami Shores, Florida 33138 Dear Sir or Madam: Job Order No.: 10- 2876HJ RF -11 -10 -1976 wri In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on November 30, 2010, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of clay barrel tile foam and mortar set. The pitch of the subject roof is 4/12. Our field engineer's representative visited the site and conducted sixteen (16) uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp scale model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 - 2 Comer See Attached Diagram 35 ± 5 pounds Passed 3 - 11 Perimeter See Attached Diagram 35 ± 5 pounds Passed 12 - 16 Field See Attached Diagram 35 ± 5 .ounds Passed Page 2 December 1, 2010 Job Order No. 10- 2876HJ Ms. Monique Smith 253 N.E. 101St Street Miami Shores, Florida 33138: All test results were found to be in compliance with TAS -106 and the Florida Building Code (see attached field sketch). The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a fmal roof inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Florida Engineering & Testing, Inc. (FE &T) is an independent third party providing un- biased testing information and results. FE &T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 C � r F pioJ � F as' a F H a= 0.1W =0.1 x 25 =2.5' a= 0.411=0.4 x 15=6' Perimeter Dimensions =3' Field Sketch -Not to Scale Approximate Dimensions 253 N.E. 101st Street Miami Shores, Florida NOTICE -OF COMMENCEMENT 11111111111111111111�11III11 :111111111111111111 A RECORDED COPY MUST BE POSTED'ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NOJ /" 3 O/3- 8 STATE OF FLORIDA: COUNTY OF MIAMI -DADS 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 riescri, _ of grope Ging 2010R0769488 OR Bk 2748S Ps 179001 tips) RECORDED 11/12/2010 09:37 :49 HARVEY RUVINo CLERK OF COURT. f1IAI1I -DAOE :COUNTY? FLORIDA LAST PAGE 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder 4.iractor's name, a dress and hone ber. Q '15 , Qvi+it 5. Surety: (Payment bond requi ed by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number c&__ notices or other documents may be served as provided by • 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, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER. CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIO YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y• R NOTICE OF COMMENCEMENT. Signature(s) of�% - r(ssi^'✓ l er(s)' oriz�./irector/Partner/Manager Prepared By / ''✓'� Prepared By Print Name . s ., a ICI Z ' Print Name me/office PL.G S I O E /V. _ )1-DV A-N CGh Title/Office STATE. OF FLORIDA tsDtvLTR1Jeflor SbNi-ce. tN c COUNTY OF MIAMI -DADE r �,.� / , The fo Q instrument was ac a •wiedg =fore me this day of /� `l `- � Jo 13y V . _ I / / � . U Individually, or • for U Personally. known, or U produced the following type of ON PUR Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belie Signature of Notary Pu • Ic: Print Name: (SEAL) 0 IDA Signature(s)` Aft. s) or Owner(s)'s Authorized Officer/Director/Partner BY 123.01-52 PAGES 2n0 OFIkurcuA, COuim 1 v Ur- uAu� HEREBY CERTIFY that this is a t �rigrnaf f i l e i Phis office on NOV • COON, ue copy of the day of ,AD20 WITNESS hand and Official Seal. HARV i IN, CLERK, of Circuit and County Courts By�Ma..: _ D.C. Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 253 NE 101 Street Miami Shores, FL 33138 -2422 1132060134800 Block: Lot: MONIQUE SMITH 1 Owner Information Address Phone Cell MONIQUE SMITH 253 NE 101 Street MIAMI SHORES FL 33138- (786)253 -2869 1 Contractor(s) Phone Cell Phone ADVANCED CONSTRUCTION SERVIC 305/244 -7501 (786)306 -8183 Valuation: Total Sq Feet: $ 6,100.00 1210 1 Type of Work: Re Roof Additional Info: TILE & FLAT ROOF Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $4.20 $4.13 $4.13 $1.40 $275.00 $12.00 $5.60 $306.46 Pay Date Pay Type Invoice # RF -11 -10 -39372 11/10/2010 Credit Card 11/08/2010 Credit Card Amt Paid Amt Due $ 256.46 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet 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. November 10, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date November 10, 2010 1 Property Information Map My Home Miami -Dade County, Florida m.fT o Property Information Map Aerial Photography - 2009 0 28 ft This map was created on 10/15/2010 9:29:30 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 Summary Details: Folio No.: 48 11- 3206 - 013 - 00 Property: ,253 NE 101 ST Mailing MONIQUE SMITH Address: 1 Living Units: 253 NE 101 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - INGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 2,302 Lot Size: 11,500 SQ FT Year Built: 1924 $50,000/ $175,010 1 53 41 6 53 42 MIAMI City: SHORES SEC 1 AMD Legal PB 10 -70 LOTS 17 & 18 Description: BLK 35 LOT SIZE 100.000 X 115 OR 16461 -4391 0794 4 COC 26310 -0606 03 2008 3 Assessment Information: Year: 2010 2009 Land Value: $179,170 $196,144 Building Value: $45,840 $48,960 Market Value: $225,010 $245,104 Assessed Value: $225,010 $245,104 Information: Taxable Value Information: Year: 2010 2009 $100 Applied Applied Taxing Authority: Exemption / Taxable Exemption/ Taxable affiliated parties (family, Value: Value: Regional: $50,000/ $175,010 $0/$245,104 County: $50,000/ $175,010 $0/$245,104 City: $50,000/ $175,010 $0/$245,104 School Board: $25,000/ $200,010 $0/$245,104 Sale Information: Sale Date: 10/2009 Sale Amount: $100 Sale O /R: 27042/939 Sales Transaction involving Qualification affiliated parties (family, Description: corporate, business, landlord- tenant). View Additional Sales http: / /gisims2.miamidade.gov /myhome /printmap. asp? rnapurl = http: / /gisims2.miamidade.g... 10/15/2010 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2009 LOCAL BUSINESS TAX RECEIPT 2010 MIAMI -DADE COUNTY - STATE OF FLORIDA • EXPIRES SEPT. 30, 2010 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT CO COUNTY CODE CHAPTER 8A - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO, 231 375581 -7 ; :s �< ^•TAB::_ <; PAY DUPLICATE suADV N E CBL.NSTRUCTION SERVICE STATE* C000'01773 392118 -7 GROUP INC 5910 SW 93 PL 33173 UNIN DADE COUNTY OWNER ADVANCE CONSTRUCT SVC GROUP INC sec. atlitual7�sess • _ WORKER /S 196 GENERAL BUILDING CONTRACTOR :. 1 TiQS 5 ONLY A LOCAL 8iiaiNEES TAX RECEIPT. TT DOES .NCI. PE= THE HOLDER TO VIOLATE ANY EYC$TMO REQVLAT�OpRY OR COtiwT1 bR Cni Joel DOES iT EXEMPT THE HQI,.DER FROM ANY OTHER REQUIRED Y tAWVSIE NOT A CERT1RCATION OF THE HO1 EFQ. OUAL•IFICA- TIONS. 4q>R�Aq'r�M�E��NTppRC�ECEIVED CCttEGYONCCUNTY TAX 03/05/2010 02240016001 000000.00 SEE OTHER SIDE 900/ £00'd S85Z# DO NOT FORWARD ADVANCE CONSTRUCTION SERVICE GROUP INC RICARDO SANZ PRES 5910 SW 93 PL MIAMI EL 33173 [ iiIIF......}1 f9i.... Ali tii...... }11:tt.... }7 / f7)1 10F1i St :Lt OIOZ /80 /tt Miami -Dade County - Local Business Tax - Payment Process Page 1 of 1 MIAMI -DADE COUNTYY - • LOCAL BUSINESS TAX Pay Your Local Business Tax re Please print this page for your records. You will receive an e-Mail confirmation containing this payment information within an hour. CONFIRMATION OF PAYMENT Receipt Amount Due: View Number: Details: 392118 -7 $86.25 Payment Date: Payment Time: Amount Paid: Authorization Number; Account Holder Name: e -Check Account Number: Routing Number: Confirmation Number: 11/02/2010 14:31:31 EDT $86.25 AA Norma Sanz Gonzalez = w oo:8659 267084131 3148166 Copyright 2003 Miami -Dade County. All rights reserved. Privacy Policy 1-l1116 iVo t 6-01-1Q, iva,) p /J. g‘tvot,prt., g 9 nnr/ClC T .Weh CCLRcauestCortzoer 11/2/2010 Sir:LT 0Z0Z /80 /tt DBPR - GONZALEZ, HI RAM; Doing Business As: ADVANCED CONSTRUCTION S... Page 1 of 1 5:19:47 PM 11/8/2010 Licensee Details Licensee Information Name: GONZALEZ, HIRAM (P lmary Name) ADVANCED CONSTRUCTION SERVICES GROUP INC (rum Name) Main Address: 5910 SW 93 PLACE MIAMI Florida 33173 County: DADE License Mailing: LicenseLocation : License Information License Type: Certified General Contractor Rank: Cert General License Number: CGC001773 Status: Current,Active Ucensure Date: Expires: 08/31/2012 Special Qualifications Qualification Effective Construction Business 02/20/2004 Fingerprint (Construction Industry Licensing 08/05/2009 Board) View Related License Information View License Complaint 1 Terms of Use 1 1 Privacy Statement 1 httns:// www. mvflorjdalicense .com/LicenseDetail_ asp ?Sll= &id= 284AD4691 EE7OAC4BE... 11/8/2010 900/ Baca sstz# 95 :LT OtOZ /90 /tt 11/06/2010 04 -16-2010 STATE OF FLORIDA ALEX SINK DEPARTMENT OF - FINANCIAL SERVICES cFll�l°1 ?INARiCII+LOp*�cfal; DIVISION OF WORKERS' COMPENSATION * CERTIFICATE -OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' :COMPF +ISATION LAW * 'e CONSTRUCTION JNDUSTRY EXEMPTION This certifies that the iltdividuer I S[Od baloiY has *elected to be exempt from Florida Workeete Compensation Iaw. r EFFECTIVE DATE: 04/i6/20I0 0 EXPIRATION DATE: 0411512012 PERSON: pQLr1ZALEZ HIRANM 134'275509- FEIN: %BUSINESS NAME AND 4DDRESS: ADVANCED CONSTRUCTION SERVJCES GROUP INC Bfe�-°�kpry {LW 153R1� PL. FL 39173 $AAMT SCOPES OF. BUSINESS on TRADE: 2- CERTIFIED GENERAL CONTRACTOR 1^ CON S'IRUC�tsDN 1 I on wor i Iha thlPbRfAtlf: Pmsueu to CMple► e+/0 . 116114E fi�• en allker of a tgrparttlnn who elects ecenetla Prom tAl-a chegter by Ming • tartilliMa ql tltittign gaffer coition Trey nut terms, beeltie 1 compea4atloa oiler .013 shePler. Puraoext to Moolar 440.061121.1.5., Cutlllaltee of election to he exempt. -. FDY Y et1 to rirrocollon 11, al any INC eflel the Uhlig of the notice or she re e1 heo fe raileats •lh arty tlles tom failure 1 on of tti ;moon r stripe oI the Euslnesl or ails 111144' et the aollev of otechlor to tie otompt, PanuON to Chapter 440.0611 1, F.S•, !Woo el elocll0n to to exempt IS cansllt4tse q onion P �9 c allow ant, e, 1Ub1 caitlUchte no know na41 tl+ rsq,WeapAta-=oi'•th11 etulbn tor Isri4och 61 rr co�tlllata The P QpEST1tYN57 18s01 413-1645 rameA to the cliAicem to meat Ike umielr41 eats- 01 this sactles Cv1t: -262 CERI1FICATE OF ELECTION TO EE EXEMPT fEVISEII 09-06 05127!2010 09:45 ADVANTAGE INSURANCE OF AMERICA A COi10„, PRODUCER ADVANTAGE INSURANCE Or ,AMERICA • 4520 NN 7th St Ilttianti., FL 33126 305 -55 INSURED CERTIFICATE OP LIABILITY INSURANCE ADVANCED CONS'T'RUCTION sERVICzS mom? 16623 SOT 117 AVENUE NIANI, ILL 33177 COVERAGES TAX)3056495559 P.0021002 woe�o ONLT MD CONFERS No RIGHTS UPON 7NE CERTIFIom ALTER THE 0O RAGE AFF Mao Y THE POLICIES BELOW. C RTIFRCA E IS ISSUED A3 A MATTER OP INFORMATION HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR INSURERS AFFORDING COVERAGE NAIL# jA AStastrzx a CAEtchirrt IN INSURER & '$$ui t C INSURER n: INSURER E: THE POLICIES OF INSURANCE DYED BE'.ow HAVE BEEN ISSUED TO THE ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER SDOCUUMEN H RESPECT KOR THE WHICH PERIOD IN !GATED. MAY PERTAIN, TITS INSURANCE AF=FORDED BY THE POLICIES DESCRIBED 1j C i ALL THE Eo TERMS XCL SIONS AND C MAY O NOTWITHSTANDING POLICIES-AGGREGATE LIMITS SHOWN MAY HAVE IS SUBJECT TO ALL THE TERMS E CWSfONS AND CONCIITI '� I _ SEEN REbUCED BY PAID CLAIMS. Oil OF SUCH GENERAL I IASI.ITY OINIMBRCIAL METER& LIABN.ftY CLANSMAN C X I OCCUR E EN,. AGGREdvm LINItV APPLES PER P LOC POLICY NUMBER AC12078Q5PC AI7TON108IiE LIAR ILIIY ANYAL#TO ALI. OWNED AUTOS SCHEDULED AVM HIRED AUTOS NoR.OWNEDAUTOS GARAGE LIAIMUTY ANYAU O tECCESSABE REu_A LIA$EITY OCCUR EJ CIAIMSMADE DEDUCTIBLE MENTION $ RSOOOLPENSAT1ONAND EMFLOYERS' LIABILITY ae nw PROVISIONS> Oil :SORPTION OFOPERATIONS /LOCATIONS /VEHICLES /EXCLUSIONS ADDED BYEN@0 /SPECIAL PROVISIONS --. J 02/10/10 02/10/21 3.00, ¢QO $ $.0.Q0 6 ,000.000 a 2 00o,Qoo PRODUCTS. CO,AP/OPAGG $ 00 , ► , 0 (0=0SI GILEIMIIT ober EIODILYBLTURY IPar Y =train AUTOONLY•EAACGIOENI' 8 _ O HO4M EAAOC S AOO EACH CODURRENDIS $ AGGREGATE 1 TCRfullPT$ I rat s i $ $ EI EACHACCtp$NT I6 RTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 100E0 N.E 2 AVE MIAMI SNORES,B'z, 33138 EL MOAN - SA E vrik0YE E1. DISEASE - POLICY LId1r 16 ORD25(2001/08 900 / t00'd £9iIZ# C CELLATION BkOULD ANYOFmg ABOVE DESCRIBED POLLCf$$ 6E OANORILED BJE:'ORE THE EXPIRATION DATE THEREOF, THE t86utN3 IISURER w U. ENDEAVpR TO MAEL DAYS WRITTEN NOTICE TO THE C RT/MATE HOLDER NAMED TOPIC, LEFT, BIJT muss TO DO 96 * AU IMPOSE NO OsuGAT1ON OR LIA$IL#T' OF ANY KIND UPON THE INSURER, MITT 14 NTS OR REPRESENTATIVES. AVTFIOREED RBPRESENTATIVB ACQRD RATION 1988 Sir :LT OTOZ /90 /TT ROOF ASSEMBLIES AND ROOFTOP STRUCTURES NOV 1-oymErn 0 8 Imo Master Permit No. Florida Building Code Edition 2 cr-ko Miami Shores Village APPROVED BY DATE ZONING DEPT, i(e16 DG DEPT 'G� High Velocity Hurricane Zone Uniform Permit Applicatk51.50.01a TO COMPUANCE WITH ALL FEDERAL Section A (General Infnr�n,atinr " AND COUNTY RULES AND RE(illt AT1ONS Contractor's Name vie- �! �,,t Job Address 2S3 N G ©� S '�) t UI �M 1 c� ote �L 33 i3 �' Lew Slope ❑ Mechanically Fastened Tile ortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles process No. Aio&-Y? tears Ccives4 440e Alf p ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped. Roof Area (SF) Total (SF) rtsi 403 SIb Section R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. OP 11 1 W 10PF � 31110111121111131 •• • .•• • • • • •• •• ••••••• • FLORIDA BUILDING CIN7ba . BUtDIRTG • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer : 1-4 0 N 12 t` Notice of Acceptance Number: 01--- a( .C•03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: 1� 1 Pmax2l ' Co Pmax3: ft to • - Maximum Design Pressure �1 d) the NOA Specific System): (From 'L Method of Tile Attachment: � `' -A 1OA114 Roof Slope: :12 Ridge Ven I ion? eck Type: Sloped System Description s r1 p .o©oa Type Underlayment: nsulation: Fire Barrier: 10o H TYP I D7 N(p" Fastener Type & Spacing: dhesive Type: (yr . - icsPio` o4 rotgrl Type Cap Sheet: 1c I ,o� oofing Covering: kirvirroze- Type & Size Drip Mean Roof Height: /V •• ••• • • • • . • • •. . • • • ., • • • •. • •. • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • •• • •• • dge: jam] 2, tea ••. • • • • • • • • • • • • • .• •• •.• • • • . • • • *• • • • • • .•. • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • ••• • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mf. If the R f 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 "Moment -Based Tile Calculations Per RAS 127" (P1. x R .7.- = ) Mg: CU :3- = M NOA Mr _ , (P2: x ) - Mg: �0 = Mr2 /�'.S(L NOA M� (P3: .1-x 7� - _ - (1 )- Mg:.3c) -, = Mra(gT' NOA Mr % ;V //. y4,03_o Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr Mr Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift-based tile systems use Method 3. Compared the values for F1 with the values for Fr If the F1 values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127" (P1: =_xw:= ) -W: xcos 0: =Fr,: NOA Fl (P2: xI: = xw:= )- W:_xcos 0: =F2: NOA F' ____ ____ (P3:` x I: = x w: = ) - W: x cos 0: = Fr3: NOA F' ___ Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier A NOA Restoring Mamantodue to ,p ravjty • • M.4. NOA IP ttachmewt I'lasistanc : :: ;N, NOA Requite ,Mo=nent hlesis tan ce • • • IA• Calculated Minimum Attachment Resistance F•' NOA Required Uplift Resistance F, Calculated ••• *4%ragejRe•Weight •••W•• NOA - Tiile l ig n fiorjs ••• • • • • • • • • • Il length W F witp NOA • • • All calculations must be submitted to tie Building Official at the time of permit application. ••• • • • • ••• • • • • • • • • ••• • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• M IA M MADE _� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) Zion Tile Corporation 13450 SW 126th Street Miami, Florida 33186 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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: Alhambra Handmade Clay Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. The submitted dtementation vwas•revi wed by Alex Tigera. • • • • • • • • • • • • • . • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •• • • • • • ••• • ••• • • • • ••• • • • • ••• •• • ••• • • • • • • • • • • •• •• • • • • •• • NOA No.: 07- 0815.03 Expiration Date: 10/25/12 Approval Date: 10/25/07 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Roofmg Tiles Clay 1. SCOPE This roofing system using "Two Piece Barrel Alhambra ", as manufactured by IMEXINSA in La Paz Centro, Nicaragua and distributed by Zion Tile Corporation described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant "Alhambra Tile" Trim Pieces Dimensions 1= 17.5" w =82 "to71/z" taper .9" thick 1= varies w = varies varying thickness 2.1. EVIDENCE SUBMITTED: Test Agency IBA Consultants, Inc. IBA Consultants, Inc. • ••• • • • • • • • • •• ••• •• • •• •• •• • • ••• • • • • •• • ••• • •• •• • •• • • • • •• • • • • • •• • •• • • •• •• • • • • • • • • • ••• • • • • • •• •• • • • • • Test Specifications ASTM C 1167 ASTM C 1167 Test Identifier ••• ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • •• •• 2354 -199 2354 -198 Product Description High profile, two-piece, clay roof tile. For direct deck adhesive set applications only. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 101 Date 08/09/07 ASTM C 1167 06/27/07 NOA No.: 07. 0815.03 Expiration Date: 10/25/12 Approval Date: 10/25/07 Page 2 of 4 3. MUTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1.1 "Alhambra Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight -W (Ibf) Length - I (feet) Width - w (feet) Two Piece Barrel Alhambra Tile 7.5 1.46 0.67 avg. Tile Profile Table 2: Aerodynamic Multipliers - a, (ft3) Two Piece Barrel Alhambra Tile a, (ft) Direct Deck Application 0.21 o awn: .). rw *wring moments aue to Gravity - Ma (,ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":i2" 6 ":12" 7 ":12" Two Piece Barrel Alhambra Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.27 5.18 5.05 4.88 4.65 4.36 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile i Two Piece Barrel Alhambra Tile Pol foam Polypro AH 160Tm 113.0101 1 Paddy placement of 34.5grams of Polypro AH 160TH for pan tile, 17.25grams on each side for cap tiles. 1 Minimum Attachment Resistance • • ••• Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Mortar Set Systems e► • • • $roflte • • • • Tile Application 'Til •• ••• •• • • • Two Piece Barrel Alhambra file• • • ••• • • • • • • • • • • • • _ •• Mortar Set Attachment Resistance 38.80 • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • NOA No.: 07- 0815.03 Expiration Date: 10/25/12 Approval Date: 10/25/07 Page 3 of 4 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". ZION TILE CORP. MADE IN NICARAGUA IDENTIFICATION MARK FOR "ALHAMBRA" TILE (NICARAGUA PLANT) 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. •• ••• • • • • •• ••• • ••• • • • • • • • • • • • • • • • • • • •• • ••• PROFILE DRAWING "ALHAMBRA TILE" • • • 'END OF 1IDS ACCEPTANCE •• • • • •• • • ••• ••• •••• • • • • • • • • • • •••• •• ••• • • • • • • • • • • ••• • • • • • •• • • • • • ••• • • • • • • • • • • • • • •• •• NOA No.: 07- 0815.03 Expiration Date: 10/25/12 Approval Date: 10 /25/07 Page 4 of 4 MIA M I•DADE 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 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 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 BCCO (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. 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: Polyset® One Roof Tile Adhesive RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.04- 1116.01 and consists of pages 1 through 5. The submitted d lmientation was reviewed by Alex Tigera. • • • • • • • •• ••• •• • • • • • • • • • • • • • • • •• •• ••• • • • •• ••• ••• • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • If •• •• • ••• • • NOA No.: 09- 0622.04 Expiration Date: 01/03/11 Approval Date: 07/22/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 07320 Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyset® One as described below in this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using Polyset® One, and where the attachment calculations shall be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Product Description Polyset® One Factory premixed canisters Single component polyurethane foam roof tile adhesive. PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polyset® One roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Test Agency Celotex Corporation Testing Services • • •• ••• • • . • . • • • •• • • ••• •• . • Southwest Research Institute PR•Asplgt Techijologies, Inc. • • • • . .` ••• • • • • •• ••• • • • • • • • • • • . • • •• •• ••• • • • • ••• • • . •.• • • • . • • . • ••• •• • ••• • • • • • • • • • • • • •• •• • • • 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 -I #258468 #258468 #258468 -G #258468 #258468 #258468 #258608 N/A #520207 -3 01- 1208 -025 FOP- 01 -02 -01 Results 1.95 lbsift.' 7.8 psi 19.95 PSI Parallel to rise 422 Lbs./Ft2 3.5 Perm / Inch +0.89% Volume Change @ 70° C., 2 Weeks 72.14% Test Name /Report Date ASTM D1623 -78 04/09/98 ASTM E84 -97a 04/21/98 ASTM D1622-93 04/27/98 ASTM D2126 04/27/98 ASTM D2856 -94 05/11/98 ASTM D1621 -94 04/29/98 ASTM D2842 -94 05/05/98 ASTM E96 -95 04/30/98 TAS 101 08/19/98 Evaluation of Test on a 10/21/98 Two -pad System TAS 101 03/18/99 ASTM E 108 06/16/98 TAS 108 02/04/99 NOA No.: 09- 0622.04 Expiration Date: 01103/11 Approval Date: 07/22/09 Page 2 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polyset® One can be used with flat, low, medium and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyset® One roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. INSTALLATION: 1. Polyset® One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of Polyset® One 2. Polyset® One shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyset® One shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyset® One placement shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Typical Placement Detail Weight per paddy (gas) Flat, Low & High Profile # 1 6.5 High Profile 2 -Piece Barrel # 2 8.7 LABELING: All PQlgse* Or e : ontainer.'s shall, omply with the Standard Conditions listed herein. • • • BUILDING PF 1V-Lit l QUI,REEMENTS: As required by the Building Official or applicable building code in order to properly evaluate the instilllatiV of thins system. •.. ... • • • • • • •• •• • • ••• • • • • • • ••• • • • • •• • • • • ••• • • • • • • • • • • • • . • •• •• • • • •• •• ••• • • • • ••• • • NOA No.: 09- 0622.04 Expiration Date: 01/03/11 Approval Date: 07/22/09 Page 3 of 5 ADHESIVE PLACEMENT DETAILS ••• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • i1 APPROVED' .. • • • • • • • • • • • • • • • ••• • • • • • . • •• •• • • ••• • • • • ••• ••• • • • • • • • •• •• • • • • • • • • • • • • •• •• PLACEMENT DETAIL # 1 NOA No.: 09- 0622.04 Expiration Date: 01/03/11 Approval Date: 07/22/09 Page 4 of 5 ADHESIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL # 2 .••..•• • • • • • • • •• .•• •• END OF THIS ACCEPTANCE • • •• • • •••• •• • • • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••♦ • • • • • • • • ••• • • ••• ••. • • • • • • •• •• • . • • • • • • • •• •• NOA No.: 09- 0622.04 Expiration Date: 01/03/11 Approval Date: 07/22/09 Page 5 of 5 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: NOA No.: D 1--t ej- (� Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ' Pmax2: 6 Pmax3:/24 Max. Design Pressstre, From the Specific NOA System: -3 Deck: Type: t/v d OD Gauge/Thickness: v 1 Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding aterial: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Ma rial: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Mate ial: Base Sheet(s) & No. of Ply(s): /5 Base Sheet Fastener /Bonding Material: I1M As V Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Pcfs:6,1k-f As" Top Ply.: • 1 v44z; • • Top Ply f'stdt+r /Boriding'Nl�t�'ri_ � 7M ? • ••• Surfacing. • : • • • • • • •• •• •• •••• • • • • • • •• • ••• • • • Fastener Spacing for Anchor/Base Sheet Attach ent Field: " oc @ Lap, # Rows 2- @ r" oc Perimeter: " oc @ Lap, # Rows Corner: (t? " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Mean Roof Height ••• • • • • • • • • • • • • • ••• • • • • • •• •• • • •• •• • • • • ••• • • • • • • • • • • • • • •• •• 'NI I•DA[} BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. . DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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. INSPECJ JQw; 4 copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shat ;be aya#1a,lg for inspection at the job site at the request of the Building Official. • • • • • • • . • . • • This NOA renews and revisesNeN No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. • ••• • • • •'• •'• •• ••• • • • •'•'::. • • • • • • •�• • •• •• • • MIAMI•DADE • APPROVED • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • . • •• •• NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- 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. (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® -Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 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 --45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psi', See General Limitation #7) •• • • • • • • Anyof abflye Base sheets attached to deck approved annular ring shank nails •. .: • • • •: • • axd�3.lit :erted Drill-Team insulation plates at a fastener spacing of 9" o.c. at •. •.: '.: •t1ie g "ap,,staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) • .•• • . •. • • • • ••• ••• •••• • • • • • • • • • 0 • • •• •• • • . ••• • • • • • • • • • • • ••. • • • • • • • •. •• • • ••. • • • ••• • • • • • • • • • • • • • • • • • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS° #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS° PLY 4, #80 ULTIMA, RUBEROID° MOP Smooth or RUBEROID° 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One ply of GAFGLAS`' Mineral Surfaced Cap Sheet or GAFGLAS° EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional, required if RUBEROID° MOP Smooth or RUBEROID° 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibsisq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive 'applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS° Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra EIastomeric Roofing Membrane, EnergyCotee roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT' Surface Seal, TOPCOAT° Fireshield° SB Solvent based Elastomeric Roofmg Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above •• • •.• • . • .. •. • • • • • • •• ••• •• • • • •• • •. • • • • • ••• ••• •. • • • • • • . ••• • • • • • • • •. • •• • • ••• • • •'. • • • • . • • • • .•• • • • • • • • • • • .••••• ••• • • • ..• • • • • • • • • • • • • • • • •• • •• NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck"' or ' /2" 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 lbs. /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 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation if; speeitcallt &'ef led within this NOA, General Limitation #7 will not be applicable.) 10.. All produce listed fieterkal have a quality assurance audit in accordance with the Florida Building Code and uleVB -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • ••• • • • • • • • • • • • • •. • • •• • • • • • •• • • • • • • ••• ••• • • • • • • • •• •• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 1 of 10 Class A - Fully Adhered 1. Deck: NC incline: 1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: — Gravel, 400 -Ibs /100 -ft2, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Pius ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 11 to 3 ga1/100 -ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 11h to 3 -gal /100 -ft2. 4. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 11 -in. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet: — One or more plies Type G2 or Type G3. PIy Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid Torch° (Smooth or Granule), "Ruberoid Torch Granule Pius ", "Ruberoid Mop° (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — "Karnak No. 97" applied at 11 to 3 -ga1/100 -ft2. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ". Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 -ft2 or Grundy Ind. "20 F Emulsion" applied at 3 -ga1/100 -ft2. 6. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4-in. minimum, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 11h -in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop° (Snaootia pg Graqule))or "it fiber lid Mop Plus Granule ". Surfacing: — GiaV@l.• • • • • • •• •• • • • • •••• • 7. Deck: C -15/32 ••• • • • • • • • Incline: 1/2 Insillation.(Optio�iall)y °- -•One 8emottfayers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perl eJti olyisocy,antsgte: o=np•osito, perlite /urethane composite, wood fiber /polyisocyanurate composite. Bast, tee#." — TvlQ er more plie9Type:Q2 or Type G3. PIy Sheet (Optional): — One orinoreplies Type G1. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Pius ", "Ruberoid Mop" (Sp7po &h or granule )oor" Ru beroid Mop Plus Granule ". • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •p• http: / /database.ul.com/cgi- bin/XYV% template /LISEXT /1 FRAME/showpage.html ?name =T... 12/8/2009 • • '. gr/Ageai: S�n�tc?re • ,Da1Q. 10 i S�l� Contractor Si. a re Date • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402131 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues 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. 0 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or wner should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in cordance with the requirements of Sections R4402, R4403 and R4413. 7.• • 1 • • Vertilatign: lylpst roof structures should have some ability to vent natural airflow through the •.interjcp o 41:e trrccr�r al sembly (the building itself). The existing -mount of attic ventilation shall not be Meld' It3118X be o consider additional venting whic n result in extending the service life of the f. .3 j` JD Riisei on 7,/2o i • al • • • • ••• •' ••• ••. • • • • • • • • • • • • • • ••• •• •