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RF-10-737
Inspection Number: INSP - 147217 Permit Number: RF -4 -10 -737 Scheduled Inspection Date: July 02, 2010 Inspector: Bruhn, Norman Owner: FORTUNE, YVES Job Address: 830 NE 91 Terrace Miami Shores, FL Project: <NONE> Contractor: CELOMAR CONSTRUCTION GROUP CORP Building Department Comments RE ROOF TILE TO TILE Passed Failed Correction Needed Re- Inspection Fee July 01, 2010 ,9,1) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 e& For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060050360 Phone: (305)235 -4802 Inspector Comments CREATED AS REINSPECTION FOR INSP- 141874. Provide roof sheathing nailing affidavit. NB Page 9 of 14 Date: 05 -13 -2010 To: Miami Shores Village Building Department 10050 Northeast 2 Avenue Miami, Florida 33138 Re: Yves Fortune 830 Northeast 91 Terrace 33138 Qualifying Agent day of (SEAL) Signature of Qualifying Agent Print Name _Personally or Produced Identification MIAMI SHORES VILLAGE AFFIDAVIT COMPLIANCE WITH ROOF DECKING ATTACHEMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFOT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S Dear Building Official: I (Marcelo Cortes of Celomar Construction Group. ) certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this " 20 / C 10, — a—S — ..... 4 Q •tPaY P ueq YANEISY TOYOS ; • r o - �,(�,, Notary Public - State of Florida . My Commission Expires Dec 14, 2010 Commission # DD 622780 Bonded Through National Notary Assn. RE ROOF TILE TO TILE Passed bX Inspector Comments 4 /0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP- 141875 Permit Number: RF -4 -10 -737 I Inspection Date: June 25, 2010 Inspector: Bruhn, Norman Owner: FORTUNE, YVES Job Address: 830 NE 91 Terrace Miami Shores, FL Project: <NONE> Contractor: CELOMAR CONSTRUCTION GROUP CORP Building Department Comments June 28, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number Parcel Number 1132060050360 Phone: (305)235 -4802 Page 1 of 1 y Submitted By: Vinayagar M. Balakrisbnan V, .E. State of Florida Lie # 63107 F * o E FLORIDA INTERNATIONAL ENGINEERING &'TESTING LAB 3T IIS!2OVAT1 •INT GRATK N Z.9`--/O 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 TEST RESULTS P= PASS,F =FAIL N°_ 1894 SITE SPECIFIC INFORMATION Job Address: 930 AIL?/ iI , Add-f/ i aOwner's , ; e , ` � s x Contractor: i C �%01-'ih�'- 6 Gll����f Permit # c 0 - 3 Install Date: £-? °"' Type of Tile: 0 art VP l✓ `c/6FF-M 4 St 7 Approx. Height / L- Floor: / Type of Access: Scaffolds: Ladder: ,,,/ Slope: a f Z Test date • 6 -/t) App. Sq.Ft: 1 �' )O 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 P 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Up Poll Test (P or F) p es 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 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, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Job Address: Contractor: Other: Sketch of Roof Pao otiLitii74/16-5/i21 60'73) ■ ■■■■■ ■ ■i ■i ■ ■ ■iiiiiii■■■iii ■i®■i ■1111■■■■■ ■ ■ ■ ■■ ■ ■ ■i ■i,i ■ ■ii ■ ■i ■ ■ ■ii ■ ■■ ■1111■ ■11■■■■ ■ ■■ ■■■ i■■■■■ i■ iiiiii■:■. ■i ■iiiiii ■ ■ ■ii ■ ■ ■ ■ ■ ■■ ■ ••••••■ ■i ■■i■i'iuiiiiiiiiai■■ ■iii■■■■■■■ ■ ■■ ■■■1111■ ■1111111 ■11®ii iiiiiiiiiiii ■IIMIM ■ ■■ ■■■ ■■■ ■i ■' iii ■ii■ ■ ■a■.■'■iii■ ■■■iia ■■■■■■ ■■a■ ■1111 1111 ■i■i ■i�ii'i ■'iiiii'iiiiiiiii ■■ ■1111■■ ■■■■■■■■ i■■ i ■i■i ■iiiii■a1111■'■i■■■iai■■■■■ •••••••11111111•11i111iiiiii1111■i11iii1111 ■i ■■11■■■ ■■■■■■■■■■■■■■■i■ ■■ i11■ii■i;i■■■ii ■■i■■■■ ■ ■ ■ ■ ■iiiiiiiiii ii•ii�iiiii'i iiiii ■ ■■■■11■ ■ ■1111■■■■MEMIE 111■itiE E Miii■ ■1 MILI ■■ 111111111■■■■ ilMai i!H®iM■■ir`i■11i11111011111111•111111111 ■■ ■■■■iimlizmiw■ iii' ■c rat [m11i■■i1 ■■■m■ ■1111 ■■■11■111'e11474111111S7. 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J ion C- Z '. 5OU1 u. sx i32 coot, state Fl on State Certificate or Registration No. C Q_e (32.886t4 Certificate of Competency No Architect/Engineer's: Tame (if applicable) Phone # Value of Work For this Permit $ lLl , 000.0° Type of Work: OAddition []Alteration Describe Work: 2E 200F 5-criE2 4 Lou) Submittal Fee $ Permit Fee $ ONew SIOPE. Permit No 4 10-137 Master Permit No. Phone# 305- LIq Li 5 Zip 331 se Phone # Phone # Zip 33138 Zip 33186 S os- •235 - L1/40 8 Z Phone# 3OS - Z 35- 4802 Square / Linear Footage Of Work: 20 'I S [r Repair/Replace 0 Demolition ****** ***a******* * *** ******** **,t******* F ******* ***************, x *�t *�ts�,�t�,tsa ***** CCF $ 40 Notary $ Training/Education Fee $ a' Technology Fee $ Sinning $ i Q OD Radon $ DPBR $ Bond $ Code Enforcement $ Doable Fee $ Zoning $ 1003IIWIED APR Z y 2_010 Structural Review. $ Total Fee Now Due $ 334' * 40 See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 perfirrmed 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 brdlding 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 bb posted at the job site for the fist inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent Contractor The foregoing instrument was acknowledged before me this Z e The foregoing instrument was acknowledged before me this 28 day of APtik l , 20 t , by day of t , 20 t o , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: r. Sign: @L w •. 4 — = 4 YANEISY TOYOS Notary Public - State of Florida My Commission Expires Dec 14, 2010 (`nmmission # DD 622780 cRevised /10/07) Z ded Through National Notary Assn. APPLICATION APPROVED BY: '91 G / —r 3 9 (2'7c _Zip Signature who is personally known to me or who has produced , ,r 1 v„!r. ,�S on whmdirittlikaIn oath. Notary Public - State of Florida My Commission Expires Dec 14, 2010 Commission # DD 622780 Bonded ThroughNadona N otary Assn. - t - 6 NOTARY P e 0 1 (4 , a Cj I® My Commission Expires: D€ 10 i.************* * * *** *** * * * * * * * * * * * * *******, tar **** ** * ** Trea**air***dr,r****** *,Y**** ** *ak,r s,rnY********** t*** ***** #***** Plans Examiner Engineer Zoning NONCE OF COMMENCEMENT A RECORDED cOPY MUST BE POSTS 0111E MO SRE AT TIME OF KIST LION PERMIT NO. TAX FOLIO NO.11-3206 -005 -0360 STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be property, and in accordance with Chapter 713, Florida Statutes, the ism In this Notice of Commencement Space eve reserves for use of recording office 1. Lejlal descrimion of and street/add 830 NE 91 TERR MIAMI SHORES FL 33138 -3218 6 53 42 GOLDEN GATE PARK PS 6-1 LO 9 & W1/2 LOT 8 BLK 3 LOT SIZE 75.000 X 140 OR 17421-1409 1096 1 OR 17421 - 14091096 2. Description of improvement REROOF TILE AND FLAT ROOF 3, Owns) name and : YVES FORTUNE 830 NE 91 TERR MIAMI SHORES FL 33138-3218 Interest In property: Name and ads of fee simple titleholder: 41. Contractor's name, address and numb; CELOMAR CONSTRUCTION GROUP 1215Q SOUTHWEST 132 COURT MIAMI, FLORIDA 33186 305 - 5 - (Payment bond required 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 notices or other documents may be served as provided by Section 713.13(1))7., Florida Name, address and phone number: 8. In addition to himself, Owners designates the folkwAng person(s) to receive a copy of the Lfenor's Notice as provided in Section 713.13(1Xb), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the 'et a1 d a t e Is 1 y e a r f r o m The d a t e of r e c o r d i n g guess a d ereint date b spe j W A R N I N G TOOWNSR: ANY P A Y M E N T S MADE BYTHE RAFTER THE DiPIRAI1ON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA SmMES, 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 YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF S . 1 - of Owner(s) s)' Authorized Officer/Director/Partner/Manager BY ' By FRANK TOYOS Not „, . YVES FO TUNE per} NCELOMAR CONSTRUCTION GROUP ThtletOfficeOWNER Title/Ofhice 12150 SOUTHWEST 132 COURT MIAMI; FL. 33186 STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 16 By ❑ Individually, or ❑ as ❑ Personally known, or CI produced the following type of Sere of Notary Public: Print Name: (SEAL) IMEIGATIQEMBRUMILTIMEMatiageguloyalimum 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 belief. 1239142 WKE3 UAW STATE OF LOR1D COUNTY OF D t E / HEREBY C RTIFY lh ' /his is o f the original f/er!' its r Ite tT� day ofAPRIL 111111111111 11111 11111111111111111111 11111111 CFN 2O1ORO30829O OR Bk 27277 Ps 14001 (fps) RECORDED 05/07/2010 14:24 :38 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE OUltriS G . 2010 YANEISYTOYOS _ a`i° , se Notary Public - State of Florida •_ My Commission Expires Dec 14, 2010 Commission d DD 622780 'n4„,:+4T'' Bonded Through National NotmyAssn. Signakffe(s) of Owner(s) or )'s Authorized Officer/D or/Partner/Manager who signed above: BY By e ROP01G ICON Cir M imed . belO V ; .tip 'CERTIF :.• 'ceder ` the provisions Chapter 483 PS: Expiration date; AUG 31, 2010 C�,TRH CS� CE LO ''CO STRUCTION GROUP' CORPORATION 12150 SW .1.32.; COURT SUITE • 215 MIAMI PL 3 ,,. 3186 . : :. : STATE OF FLORIDA � R Elat i2 LS$ LATIO SEW L08111300051 TATS OF FLORIDA ¢ r M Rg i�LOI ON t...:'.: SECT# L0811130185 BATCH NUMBER 2.1i13/2008 ' O'8•0I9257C=; QB49854° ' Tha U I CSS Qom.: nde a p a o ► ous of : Chapter 489 FS. Expiration date: AUG 31, 2009 • (THIS -10, NOT A . LICENSE TO PERFORM WORE.,; THIS ALLOWS COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER. CELOMAR CONSTRUCTION GROUP CORPORATION 12150' SW 132' COURT MIAMI 215 FL 33186 `REQUIRED BY LAW CHARLES W. 'DRAGO SECRETARY MlAM1DAUE 2000 S TAXRECEJPT 2010 FIRST-ASS TA3(, 140 PA0LER$T EP1REs SEPT 30 P , PAID st, : . R ENEWA L PERMIT NO. 231 iii101 - . ;.: tilr 6723 iEwA 6455°1-8 - p si.14 TErreCC1.3288-6- 12150 SW 132 T 4''.-0 C a , t C LO ON C S A T TI R ON UOTION, GROUP COR i 3.5 -...... C: - ' 33186.'UNIN DADE COUNTY OWNER CELOMAR CONSTRUCTION GROUP a R CORP . tommt Rits mis IS ONLY A .LOCAL , Sec i l n e ViCIALTY BUILDING CONTRACTOR - ... moumwtomaxm MW EXISTING REGULATORY OOES NOT PERMIT Z 0 NA I. JAW S r a s. P u lla CD IT Exeapr 'THE IMES ANTI:011ER CELOMAR CONSTRUCTION GROUP CORP HeLDIER OR LICENSE PERM° SY tAULTHIS IS NOT &thews CERU atutuog MARCELO CORTES MSS 12150 SW 132 CT 215 MIAMI FL 33186 PAYMENT RECEIVED MIASSDADSCOIINTY TALL allietML 09/08/2009 09010106001 000075.00 SEE OTHER SIDE I I I 11 I 111111Filli I 11111 IIIIS 111111h 111111 4 AL 0Us1NES1XflE WW 4 ' SSE FIRST-CLASS ILS; POSTAGE PAID MIAMI, FL NO. 231 ;40 582952 " - RENEWAL • SUSINESSAAME I 1.0cATioN ,REcianNo: , . CELOVIAR CONSTRUCTION 'GROUP, CORP STATEB. =0554383. 12150 :SW 132 CT 33186 11NI'N DADE COUNTY . - . OWNER CELOMAR CONSTRUCTION GROUP CORP Sec. Type of Bist;IrkiEkse 196 GEIIET?AL BLJILDING CONTRACTOR 3. HOLDER TO VIOLATE AflY WRUNG REGULATORY OR ZONING 1.4518 OP THE DO NOT FORWARD COUNTY OR CITIES NOR DOES IT EXEMPT THE HOLDER R045 ANY OTHER PERMIT OR LICENSE 145005450 58 IA% THIS IS NOT A CERTIFICATION OP THE HOLDERS OLTALIFICA. uoNa PAYMEM RECEIVED LAIAMI-DADECOUNTY TAX COLLECTOR: 04/08/2009 09010107001 000075.00 SEE OTHER SIDE - CELOMAR CONSTRUCTION GROUP CORP MARCELO CORTES PRES 12150 SW 132 CT 215 MIAMI FL 33186 11111 III Isiti 1111 1 1111 111111 II nil I I 11111111111 I 117111111 MC- 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 EFFECTIVE DATE: 08/12/2009 EXPIRATION DATE: 08/12/2011 PERSON: CORTES MARCELO FEIN: 204183724 BUSINESS NAME AND ADDRESS: CELOMAR CONSTRUCTION GROUP CORP 12150 S.W. 132 CT. #215 -8 MIAMI FL 33186 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED ROOFING CONTRACTOR 2- CERTIFIED GENERAL CONTRACTOR 08 -12 -2005 IMPORTANT: Pursuant to Chapter 440. 06(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.06(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt, Pursuant to Chapter 440.06(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 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 POUCIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MI LTR INSRTYPE LT R INSRB TYPE OF INSURANCE POLICY NUMBER DATE (MMNDDIYYYY) DATE ((MMIDD/YYYY)Y) LIMITS A GENERAL LIABILITY coMMERaALosNERALuABILm GL565437 11/21/09 EACH OCCURRENCE $ 1000000 11/21/10 P PREMMISES ° (E o "a enee) $ 50000 X MED EXP (Any one Pew) $ 5000 CLAIMS MADE I x OGCUR PERSONAL & ADy INJURY $ 10 0 0 0 0 0 GENERAL AGGREGATE $ 2000000 PRODUCTS - COMP /OP AGO $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: — I POUCY _ J ^ LOC DED 2500 B AUTOMOBILE LIABILITY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS PIP $10,000 RICFL0003629 11/21/09 11/21/10 COMBINED SINGLE LIMIT (Ea accdent) $ 500,000 BODILY INJURY RY $ X BODILY INJURY (Per accident) $ X X PROPERTY DAMAGE (Per accident) $ X X UM $50,000 GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE $ OCCUR I CLAIMS MADE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY Y 1 N ANY PROPRIETOR/PARTNERIEXE OFFICER/MEMBER EXCLUDED? CUTIVi (Mandatory In NH) PROVIStIINS below 'MIL eacnbe PROVISIONS lT I (OER E.L. EACH ACCIDENT $ E L DISEASE - EA EMPLOYEE $ DISEASE - POLICY LIMIT $ B OTHER PHYSICAL DAMAGE RICFL0003629 11/21/09 11/21/10 COMP DED $ 500 COLL DED $ 500 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Aso, CERTIFICATE OF LIABILITY INSURANCE OP ID Jo& PRODUCER FILER INSURANCE, INC. 9440 S.W. 77 Avenue Miami, FL 33156 Phone:305- 270 -2100 Fax:305- 270 -2195 INSURED Celomar Construction Group Corporation Mr Marcel� Cortes 1 2 15 0 S SW 1328 Court, Suite 215 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 k Century Surety Insurance Co INSURER B: Redland Insurance Company INSURER C: INSURER D: INSURER E: DATE (MMIDDIYYYY) 11/25/09 NAIC # 37303 COVERAGES CERTIFICATE HOLDER ACORD 25 (2009101) CANCELLATION Miami. Dade County Building Code Compliance 140 W Flagler Street #1603 Miami FL 33130 MIAMI08 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WE L ENDEAVOR TO MAL 30* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR UABU.n'Y OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Jackie Ortega E016634 The ACORD name and logo are registered marks of ACORD Dec 17 08 0123p Pamela Cortes AC# 3909068 STATE OF FLORIDA - DEBAR .B6 IAlESS'ANp PR4Fg8gSSIONAL � 0]= _ter R1 CNS J ON- INDUSTRY : LZCENS IDIS B `!"`"!'" SEIM L08081 010ix BATCH NUMBER 08/12 /2008 088028148 CSC-055.883 • `•The GENERAI.: CONTRACTOR. _ Named- below' IS CERTIFIED - Under the provisions of Chapter 489 FS. Expiration date: AVG 31, 2010 CORTES, MARCELO CELOMAR CONSTRUCTION. • GROUP CORPORATION 12150 SW 132 COURT :•. . • - SUITE 215 FL 33186 MIAMI CHARLIE GOVERNOR CBTST LICENSE NBR _ - DISPLAY AS REQUIRED B1: LAW 305-235-4803 p.1 CHARLES W. GO 'SECRETARY Secu A "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: 0 MIAMI- E COUNTY ❑ New Roof Low slope roof area (ft. Perimeter Width (a'): Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Process No: CELOMAR CONSTRUCTION GROUP 1830 NORTHEAST 91 TERRACE MIAMI, FL. 33138 r4 tow SIDPE STAMP 601E ZONING DEPT BLDG DEPT • •• Pv lami Shores Villpge APPROVED BY DA CE Are there Gas Vent Stacks located on the roof? ❑ Yes ri No If yes, what 350 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppe fS dimensions of sections and levels, clearly identify dimensions of elevated pressure zones an SO t Re- Roofing Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: Steep Sloped area (ft. Comer Size (a' x a'): to Section A (General Information) Roof Type ❑ Recovering ❑ Repair Roof System Information BEIM Section B (Roof Plan) 51 • • ❑ Maintenarlt:• • Total (ft 35 1 tS Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ID • •.•• .. . • • • • LPGX • • • • .• • • • rams ▪ f ; elude. tif parq tS! • • • • • • • • SUBJECT ID CCMPLIANCE WITH ALL FEDERAL STATE AND CDUN iY RULES AND REC3ULA! I( To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: Dear Building Official: connections of my building because: attach proof of ad valorem taxation. State of Florida County of Dade *Meg Seined Vend fe Witt Defrfarateite 10050 NE 2nd 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. \/ \f S Voz Property Address: 030 ■©erkAvAST q 1 reart.cae . cnnram; - tO\Z.bnia 3313 ' Roofing Permit Number: • \N Fo2ru certify that I am not required to retrofit the roof to wall ❑ The just valuation for the structure for purpose of ad valorem taxation is less titan $300,001100. Piease• • • • • •• • ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Si nature Print Name The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of P -' 2o% ,,®,� �. �. YANEISYTOYOS �.�tpav au. o - Notary Public - State of Florida Notary Public, Sate of Florida at Large :. o My Commission Expires Dec 14, 2010 `when the just valuation of the structure for purpose of a • valo = taxation is equal to or FBC nor a 1994 SFBC. Then you must provide a building application from a General Co Ives "Fol2ron • . °, -.. Date: 01.2 - ZGIO .... • • • • .... • • • • •• • • • • ...• • • • • • .•.. • • • • • • • . Commission # DD 611n$U SaidiganfidilabliiiNgtagialain •••• • • • • . • rnstruc ted with gation. Sectioi C Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Rooting Permit Application Form "Delivering Excellence Every Day" Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box. ROOF SYSTEM MANUFACTURER: Product Approval (NOA): Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Comers: Maximum Design Pressure From NOA: Roof Slope: MIAMI -DA EE COUNTY 49.2 124.9 Parapet Walls: 12 No ❑ Yes Parapet wall Height: Psf MEI —5/8" Plywood— Deck Type: Support Spacing: E Alternate Deck Type: ( W A Existing Root N/A Fire Barrier. Vapor Barrier. N/A Anchor Sheet N/A N/A psf Base Sheet(s) & No. of Ply(s): PIy Sheet(s) & No. of Ply(s): 07- 1219.09 Psf " : 12 Roof Mean Height " olc Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: System Type: 52.5 Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Base Sheet Fastener / Bonding Material: Ply Sheet Fastener / Bonding Material: GAF MATERIAL COR psf INN 17 ft. N/A dN /A 1N/A 11 PLY OF GAFGLAS #75 11.25" R/S COIL NAIL 2 PLY IV OF GAFGLAS FIBERGLASS I HOT MOPPED ASPHALT ft. Top Ply: 11 PLY GAFGLAS MINERAL CAP SHEET Top PIy Fastening / Bonding Material: HOT MOPPED ASPHALT Surfacing: -- SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single PIy Sheet Width: No. of Single PIy 1/2 sheets: " 1/2 Sheet Width: Single PIy Membrane Fastening / Bonding Material: ❑ FASTENER SPACING FOR BASEVEIPATTACHMENT' ❑ SINGLE PLY MEMBRANE ATTACHMENT •••• •••• 1. Field: " o/c @ Laps & " oic • • 114 b/d , • • 3. Comer. " o/c @ Laps & a roans• Ole • • 2. Perimeter. " o/c @ Laps & WOOD NAILER TYPE AND SIZE: Wood Nailer Fastener Type and Spacing: • • �bt4rs • NUMBER OF FASTENERS PER INSUI ATION:BOARD: 1. Field: F1 2. Perimeter I - i • 8' Comer. `y • • Insulation Fastener Type : • • 1 EDGE & COPING METAL SIZES: Edge Metal Material: I— Galvanized Metal— . Edge Size: L —3" face 26 ga. — Hook Strip Size: — SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: • • • • • • • • • • • • • Coping Material: — SELECT PARAPET WALL COPING MATERIAL— 1 Coping Sze: —SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: I- SELECT COPING METAL HOOK STRIP SIZE— Parapet Coping Metal Attachment: Tile Roof System MIAMI•DADE COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: I Notice of Acceptance Number (NOA): l 07 - 1018.09 1 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Roof Slope: EAGLE ROOFING PRODUCTS LLC. "/12" Roof Mean Height: 10 ft. Method of Tile Attachment P 1: Alternate Method of Tile Attachment per NOA: MUM 1—Adhesive, Medium Paddy Polyfoam Polypro— 1 P 2: I N/A Drip Edge Size & Gauge: —3" face 26 ga. Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat gauge or weight: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System 1 — Gaivinized Metal— 1 — Select Hook Strip — r 78.6 11.25° R/S COIL NAIL P 3: 116.2 Maximum Design Wind Pressures, (From the NOA Specific system): srs. i psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Deck Type: 1 -5/8" Plywood — Optional Insulation: 1 N/A • • • •• • • -•-.- 1 •••• • • • • Optional Naiiable Substratg; , • • ��• • • •••• •. • •• - - ••i• • "• • • •• •• •••• II N/A Optional Naiiable Substrate•Attachment: • N/A Basesheet Type: • • • • • •• • • • ASTM #30 6" LAY & 12" FIELD 1.25" R/S COIL NAIL Tile Underlayment (Cap Sheet) Type: Tile Underiayment Attachment Method: Tile Profile: CAPISTRANO • •• • • • •• Fastener Type for Basesheet Attachment: • 1 ASTM # 90 UNDERLAYMENT 1POLYFOAM POLYPRO • • • • "Delivering Excellence Every Day" P1: P2: P3: Section'E 2 •••• • For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the P values are greater tha .or equall8 ttte Fr val !ibj • • each area of the roof, then the tile attachment method is acceptable. • • •••• MIAMI -DADS COUNTY x 1: x Design Pressure Description Mean Roof Height Roof Slope Aerodynamic Multiplier Attachment Resistance Restoring Moment due to Gravity Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: Tile Dimensions 78.6 116.2 x w: X W: X w: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form x ?. x � x ' Method 3 "Uplift Based Tile Calculations Per RAS 127" Symbol _ P1 or P2 or P3 H 0 Mg Mf Mr I = length w = width x 0.277 0277 12.49 -W: -W: - W: - Mg: - Mg: - Mg: ME MN 6.99 6.99 6.99 =1 Ell = Mr1: = Mr2: = Mr3: 15.50 I 14.78 25.19 x cos 0: x cos 0: I x COS 9: = Fr1: = Fr2: = Fr3: Where to Obtain Information to complete tile calculations Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site • • Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated F Product Approval (NOA) Fr Calculated W Product Approval (NOA) Product Approval (NOA) NOA Mf NOA Mf NOA Mf • • •• • • • VOA F' • • • j A • • • •••• • • • • •••• • Owner's Notification Form 07 "Delivering Excellence Every Day" 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 roofing 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. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z 51 e) are for the purpose of providing that the roofing 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 r ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones f the Florida Building Code. (The roof deck is usually concealed prior to removing the existing rbors ittem). •.. • • •S. • l 13. Common roofs: Common roofs are those which have no visible delineati i.between ie . (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roof' 1 • owner should notify the occupants of adjacent units of roofing work to be performed . •••• • • • 4. Exposed ceilings: Exposed, open beam ceilings are where the underside.a£tJhe roof arcking cane ewed from below. The owner may wish to maintain the architectural appearance ;'therefore, r g nail • penetrations of the underside of the decking may not be acceptable. The owner prov the optjon of maintaining this appearance. • • • •.' FM 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded 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 structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Contractor's Signature: Property Address: 830 NORTHEAST 91 TERRACE MIAMI, FL. 33138 Ownefs /Agent's Signature: ��� v `y��' Date: 04 / Permit Number: • TGFU.R1306 - ,Roofing Systems ONLINE CERTIFICATIONS DIRECTORY Paoe Bottom, See General Information for Rooflno Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, Ni 07470 USA TGFU.R1306 Roofing Systems Roofing Systems R1306 Page 1 of 48 "Ruberold 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. Y2 -in. thick (minimum) gypsum board or 1 /4 -in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard° or "DensDeck DuraGuard TM Roofboard" may be used in any existing noncombustible deck Classification. When this Is done, the resulting roofing system is acceptable for use over combustible (15/32 -In. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or °DensDeck DuraGuard T"' Roofboard" are to offset a minimum of W the butt joints In the roof deck. If polystyrene Is part of the roof system, It must be placed below the overlayment board. • • • • • • •••• •• • Multiple plies of "GAFGLAS Ply 4" or'Tri -Ply Ply 4 ", or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "Densi &Prune® Roofboard" or "DensDeck DuraGuard '" Roofboard" In hot roofing asphalt. • •••• • "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. • • • • • • • • • • • • •••• •• •• ••••• °GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over nonftbruSliible decks awbas a • • • • • • recover over existing roof systems. • • • • Unless otherwise indicated, the roof Insulation Is mechanically fastened, adhered with hot mopping asphalt or ureic @voingulation adhesive. Polystyrene referenced In any of the following Classfications incude "EnergyGuard EPS Insulation ". • " References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". • • "GAFGLAS PeNite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following {ysteTnss • • • ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • •• Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or'Tri -Ply #75 Base Sheet ", or "GAFGLAS #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS PIy 4" or "Tri -Ply Ply 4 ", or "GAFGLAS Ply 6 ") In the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Naliable)." Perforated to be loose laid or mopped and nallable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or'Tri -Ply #75 Base Sheet° or "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS PIy 4" or "Tri -PIy Ply 4° or "GAFGLAS Ply 6 °) as the nailed base ply In the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise Indicated, all Insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberold" may be used for flashing in any of the Class A, B or C systems listed below. When "periite" is referenced, this Includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck In the following Class A, B or C systems listed over C -15/32 or NC. http: // database. ul. com /cgi- bin /XYV/ template /LISEXT /1 FRAME/showpage.html ?name =T... 4/28/2010 • • • • • • • • • TGFU.R1306 - Roofing Systems Page 2 of 48 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of lh -in. minimum gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene Insulation board between minimum 3 -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) Is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS #80 Premium Base Sheet" may be used In any of the following systems. "GAFGLAS Flex Ply 6" and 'Tri -Ply Ultra - Flexible PIy 6" are suitable alternates to " GAFGLAS Ply 6 °. "GAFTEMP Permalite Recover Board" may be used in Iteu of any perlite insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Flreshield MB" at 2V2 to 3- ga1 /100- ft "Ruberotd Dual Smooth" may be used as an alternate to "Ruberotd Mop Smooth" or "Ruberoid 20" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberotd Heat Weld° SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products In any applicable Classification. 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urcippae or perlite /polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or any thickness. Ply Sheet — Three or more plies Type G1 or "GAFGLAS Ply 4" or'Trl -Ply Ply 4" or "GAFGLAS Ply 6" hot mMMpes. • • Surfacing: — Gravel. •••• • • • • •• •• •••• 2. Deck: C -15/32 incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or CreftR %or • • • perlite /polyisocyanurate composite or perlite/urethane composite or wood flber /potyisocyanurate compositeer phenolic, a • • Ply Sheet — Three or more plies Type G1 or " GAFGLAS Ply 4" or "Tri -Ply Pty 4" or ° GAFGLAS PIy 6 °. •••• • Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet° or "ri -Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers pertlte, wood fiber, glass fiber, polyisocyanurate, urethane, perttte /polyisocyanurate composite, perlite /urethane composite, wood flber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet — Two or more piles Type Gi " GAFGLAS Ply 4" or'Trt -Ply Ply 4 ", " GAFGLAS Ply 6 ". Cap Sheet — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" (may be nailed). Ply Sheet — One or more plies Type Gi " GAFGLAS Ply 4" or " ri -Ply Ply 4" or GAFGLAS Pty 6 ". Cap Sheet: — One ply Type G3 ° GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 5. Deck: NC incline: 3 Class A • Base Sheet — One ply Type G2 " GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet". Ply Sheet — One or more plies Type G1 "GAFGLAS Ply 4" or'Tri -Ply Ply 4° or " GAFGLAS Ply 6 °. Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 6. Deck: C -15/32 incline: 2 • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html?name =T... 4/28/2010 • • • • • • • • • MIAM 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 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 MiptiPDade County Product Control Division that this product or material fails to meet th0 regtijrements'tf the applicable building code. • • • •••• • • This product is approved as desdribed herein, and has been designed to comply with tTiey'lorida 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 nai* of logo, city, ;tide and following statement: "Miami -Dade County Product Control Approved ", unlessatherwise noted • • herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there figs 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 and revises NOA No. 03- 0501.05 and consists of pages 1 thropgh 19. The submitted documentation was reviewed by Jorge L. Acebo. () 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: 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, VersaSbield ® Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecwnckTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"' Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat-Welem Smooth or RUBEROID Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below, Fastening Options:. GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitatlon #7) GAFGLAS® Ply 4, GAFGLAS -Flex PIyTM 6, GAFGLAS #75 Base alms or any of above Base sheets attached to deck with Drill- TecT4 #12 standisd,.#i4 or # 15 Screws and 3" Drill -TecTM steel plate or Drill- Teccb'•AceuTrac Plats, 12" o.c. in 3 rows. One row is in the 2" side lap. The othS t rad are Mildly spaced approximately 12" o.c. in the field of the sheet. • • • • • (Maximum Design Pressure —45 psi', See General Limitt� • • • • • GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or aay of above: Ha'se sheets attached to deck with approved annular ring shank pal$ ppd tin caps at a fastener spacing of 9" o.c. at the 4" lap stau,:ered and in to r wZs 9" ac. in,the field. • • (Maximum Design Pressure 52.5 psf, See General LimitldioM #7J • • • • • • • • • •• GAFGLAS #80ULT1MATM, RUBEROID RUBEROID Smooth, base sheet attached to deck with approved 1'l <" 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 — 60psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Teem insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 .' • • • • • • • • Ply Sheet: Cap Sheet: (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet or GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsfsq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBERO1D 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs.sq. and 300 1bs.1 sq. respectively in a flood coat of approved asphalt at 60 lbs.sq. or applied in a flood coat of Leak Busterm MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of arsand asphalt applied within the EVT range and at azatq of 20-40s'sq. 3. Leak BusterTM MatrixTM 303 Premium Fiberrd e Mu . sninutpZ2 Maximum Design Pressure: See Fastening Above GAFGLAS #75 Base Sheet or any of above Base shuts attached to deck with Drill -TeeTM #12 standard, #14 or # 15 Screws and 3" Drill-Teem 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 #y) 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. Coating„ at 1.5 gal./sq. 4. Leak Buster"' MatrixTM 715 , Leak BusterTM iti rm 32 i • • TOPCOAT MB +, TOPCOAT Fireshield Elaat »pppric Roprgig Membrane, applied at 1 to 1.5 gal./sq. • • • • • .... . 5. Leak BusterTM MatrixTM 602 MB Xtra Elastotperrc oofing • • • Membrane, EnergyCote® roof coating applied at l 1.5 ga tfr 6. TOPCOAT Surface Seal, TOPCOAT Fireshfeld SgMttt based Elastomeric Roofmg Membrane applied at lto 1.5 gar/§4 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 • .• • • • • • • WOOD DECD SYSTEM LIMITATIONS: 1 A slip sheet is required with PIy 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'V4" Dens Deck"' or %" 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.e.; 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 ti" break shalt be placed gym 12' in each ribbon to allow cross ventilation Asphalt application of either system shall be at a mintquun tate of 12 lbs.fr.o. Note:. Spot attached s: stenos shall be limited to a maximum devi n lareesanre of,.' psE .' 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic (F') vetne of 275 • ibf., as tested in compliance with Testing Application Standard TAS 105. If the tTs o f I. r value, a% field • • • tested. are below 275 lbf. insulation attachment shall not be acceptable. • • • 6. Fastener spacing for mechanical attachment of anchor /base , or /base sheet or membrane a 1gjl ant is (l on a minimum fastener resistance value in conjunction with the maximum design vah1 a listed witfito•a specific, system. Should the fastener resistance be less than that required. as determined tette 3uilding Official a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Ar:iylcgt. or Registered Roof Consultant may be submitted. Said revised fastener spacing shall tll ze the'withdrawal� resistance v p alue taken from Testing Application Standards TAS 105 and calculations in come e 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 bath 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 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.c. 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 corners). (When this limitation is specifically referred within this NOA. General Limitation 7 will not be apptien 10 Ail rend li,ste 1 herein shall ha a quality accurance aw1it accordance with the Florida R.3i ik1irm 0.yle awsl i?osl? Q 2 -72 r.i ?he Flooride , ���tTl1! }ra�r ii 'e_ C(de t.N 0) a * '6' :s Aa_'a �EPTAN 11: NOA ?io.: 07- 1219.1)9 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 19 of 19 • • • • • MIA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux 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 p r o d u c t is a p p r o v e d as described h e r e i n , and has been designed to comply with t h e H i p Zone of the Florida Building Code. " DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed aiRl:t re has bin n® 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 nevisi®n or ch'aTige m the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endtyrsement of ear product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to &ly 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.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 • • • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AII160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values ob aired by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPaek® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment • Dispensing Equipment, • • • • • • • • • • • • • • • Results • • .. • • • • .•. • • •..• • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curreellOA whin? • list moment resistance values with the use of Polypro AH160 roof tile adhesive. • • •" • •• • •• •••• 1.61bs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • • • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMI'11'ED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 .••••. 520109 -1 TAS 101 • • + • • t2/28/9r • • • • 520109 -2 • 520109 -3 • 520109 -6 •••• • • • 520109 -7 • • • 520191 -1 TAS 101 • • '• • • 33/02/$9 • • • . • 520109 -2 -1 •••• • • • • • • • • • • LIMITATIONS: • •'. • •• • •.•• • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for iile • • rating. 2. Polypro® AH160 shall solely be used with flat, low, & 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 Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. I F` 12 MS W NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 • • Table 1: Adhesive • • • Placement For Each Generic Tile Profile' ' •• Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weigpt• per 1404:Min... (grams) • .. Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. •••• 7. Polypro® AH160 shall not be exposed permanently to sunlight. • • • • " "• 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 piiics after, . : . • • Polypro® A11160 has been dispensed. • 9. Polypro® AH160 placement and minimum patty weight shall be in accordance witbthe Placement • • • Details' herein. Each generic tile profile requires the specific placement noted hem.• • ' • •' • • •• LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •• • • ••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • • • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1)�Ceenotgha siveloacl a 11to23 1 2s4stor square bass in coded with die pan W \ steep pitch ap[ as 2) Two covers op edown.PieadhesiveV2In. To 1 hi. Front outside edge of cover tile. iben install the tUa fal through plastic comsat • •••• • •••• topper of the eave course cover UN. Abut tosecond course of pan ties Ensure eld of pan and cover tiles are Rosh ateave (moriarshown) tAi�pha4 Fascia • • d illtathin g • • • ••• Pobt-tql Roder on fonsihatinal tab NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 5 of 7 • • • • • • • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 0 • • • • • • • 0 .. 00 0000 • • 0 . 0000 • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 6 of 7 • • • • • • • . .. • 000 • • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE • • 00 • . • ▪ • • • 0000 .0 .. ..0. • • • • .. 0 00.. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • • • • • • • • • • • • • • • • • • • • .. • •••0 • • • • MIAMIOAL BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 ART (in areas other than 1V)lami 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 reservefllMtight to revoke this acceptance, if it is determined by Miami Dade County Product Control Div hiin tat this p, alit or material fails to meet the requirements of the applicable building code. DESCRIPTION: Capistrano Concrete Tie MIA I DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .... • .... • 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. • •••• • • • • • • • • • • • •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Cit2, state anti • following statement: "Miami Dade County Product Control Approved ", unless otherwiseeno ted hereid. •• • •••. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has be 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 #06 -0526.08 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07-101&09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 1 of 6 • • • •• • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Tvpe: 1. SCOPE This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with 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 Test Dimensions Specifications Applicant Capistrano Concrete Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing 07320 Roofing Tiles Concrete Wood L= 17" W= 12 /a" Thickness = 1= varies w = varies varying thickness TAS 112 TAS 112 ERPF-001 -02 -02 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 PO402 94-083 94-084 Product Dese on High profile concrete roof tile.. For direct • • • • deck or battened nail -on app1i't;atibns. • • • • • Accessory trim, clay roof ping ; for use at • • hips, rakes, ridges and vaRty binativrys, •.: Manufactured for each tileptofile. • •••• •. .• • •••• • • Test Name/Report • • D TAS -112 • •. • • Aug..2006 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 25- 7094 -(3, 6 & 9) Static Uplift Testing TAS 102 25- 7120 -(1 & 2) Static Uplift Testing TAS 102 25-7183-(3 & 4) Static Uplift Testing TAS 102 25- 7214 -(3, 4, &7) Static Uplift Testing TAS 102 25- 7804 -4 Static Uplift Testing TAS 102 520111 -3 Static Uplift Testing TAS 101 520191 -2 -1 Static Uplift Testing TAS 101 Calculations Aerodynamic Multiplier Calculations Restoring Moment Due to Gravity • • • • • •. • Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 • .•. • • •. •••• 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. ze•performed in . accordance with TAS 106. • • • • • • 3.3 Applicant shall retain the services of a Miami Dade County Certified LaMfatory to peffottla quarterly test in accordance with TAS 112, appendix `A'. Such testing Nile submineKto the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable goofing AppUcatigns Standards listed section 4.1 herein. : • • • • • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular tithe rgvf slete unless stated otherwise by the underlayment material manufacturers published literatute. • • 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 3 of 6 • • • • • • • • • • Table 3: Restoring Moments due to Gravity - Al. (ft-Ibf) The Profile 3 °:12° 4 °:12" 5 °:12° 6 °12" Greater than 7 °:12° Capistrano Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck: Battens . • • Nolo • 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 ' • 6.10 6.$8• • Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width-w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A (ft Tile A (ft) A Profile Batten Application Direct Deck Application Capistrano Concrete Tile 0.300 0.277 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations • • Table 4: Attachment Resistance Expressed as a Moment - M NM:.. ••••: • for Nall -On Systems Tile Fastener Type Direct Deck Direct Deck ..., ii, • Batfe & . Profile (min 15/32" plywood) (min. 19/32" plyw • • • • Capistrano 2 -10d Ring Shank Nails 28.6 41.2 ▪ 14•••• Concrete 1 -10d Smooth or Screw 5.1 6.8 •.. ▪ • • 2•4... Tile Shank Nail • • • • - • 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nall (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 432 23.1 29.3 27.6 38.1 9.2 20.7 43.2 23.1 29.3 27.6 38.1 7.3 18.1 6.9 20.7 29.8 19.0 24.0 38.6 41.8 2 -1 Od Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4° tile headlap and fastemers are located a min. of 2'/z° from head of tile. NOA No.: 07- 101 &09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3` 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Polyfoam PolyProm 66.5' Polyfoam PolyProm' 38.7 3 Large paddy placement of 63grams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProm'. Table 5B: Attachment Resistance Expressed as a Moment - Mf Plitt) for Mortar Set Systems •••. • • • Tile Profile Tile Application Attl ttftiBnt Res (&trace • . • Capistrano Concrete Tile Mortar Set a4 • • • •• •• • • .... •••• • 5 Tile -Tite Roof Tile Mortar. - _ • 5. LABELING EAGLE7�% FLORIDA • • • • • • • • • • • •••• 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 ". CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERViui.E PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.: 07- 1018.09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 5 of 6 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 CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE •• •• • • . do • •••• • • • • •••• • • • ••••• •••• • • •••• NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 6 of 6 • • • ••• • • • • • • • • • • •