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RF-14-113Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207820 Permit Number: RF -1 -14 -113 Scheduled Inspection Date: February 26, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: BACA, VILMA E ROBERO, ROBERTO Work Classification: Tile /Flat Job Address: 242 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: NINE SQUARE ROOFING LLC c:ommenrs RE -ROOF TILE AND FLAT Phone Number Parcel Number 1131010331250 INSPECTOR COMMENTS False Phone: (305)345 -9407 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 207701. CREATED AS I'm REINSPECTION FOR INSP- 207569. CREATED AS REINSPECTION FOR INSP- 206048. Missing renailing affidavit No ladder, no permit Failed ❑ Broken tile Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 25, 2014 For Inspections please call: (305)762 -4949 Page 24 of 28 RE: Permit # i i ly - ► t 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: INSPECTION AFFIDAVIT I /je-hf--i y o _`` licensed as a (n) Contractor 1 Engineer / Architect, (Primt nacre and drde Lic> W Type) FS 468 Building Inspector License #: CC.- l 3 Z l T- I J On or about 'r1 2 3z, r� . I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at Z Y Z N (.% 9 2 S J (Compk#e Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit State of Florida County of Dade: 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 Notary Public, Sate of Florida at Large of IQ IV" a-0/-/ Jose A. Gist COMMISSION #EE831658 EXPIRES: SEP. 03, 2016 www.AARONNOTARY=n 'General, Building, Residential, or Roofrig Corrhadors or any individual cariflied under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with Permit # and address # dearly shown marked on the deck for each inspedion Revised on 5121120 Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: Dear Sir/Madam: FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 7500 NW 25th Street, Suite 241, Miami, FL 33122 J%E* Telephone: (305) 378 -1991- Fag: (305) 378 -1997 ' FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB MGM# WNOVATtM- INTEGMTM SITE SPECIFIC INFORMATION 242 NW 92 Street. Miami Shores, FL 33150 NINE SQUARE ROOFING. Concrete Tile Scaffolds: N/A 13 SO Req. Force: Permit # RF- 114 -113 Test Date: Feb 19, 2014 Approx- Height 10F Floor: One Ladder. OK 45 lbs Testing Equipment: Slope: 3:12 F.G.E. SOOH X. Shimpo Instrument As per your request and authorization, representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing file at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. No. Result ` No. Result No. Result No. Result No. _ Result . No. Result ' No. . Result 1 Pass 21 Pass 41 61 81 101 121 2 Pass 22 Pass 42 62 82 102 122 3 Pass 23 Pass 43 63 83 103 123 4 Pass 24 Pass 44 64 84 104 124 5 Pass 25 Pass 45 65 1 85 105 125 6 Pass 26 Pass 46 66 86 106 126 7 Pass 27 Pass 47 67 87 107 127 8 Pass 28 Pass 48 68 88 108 128 9 Pass 29 Pass 49 69 89 109 129 10 Pass 30 Pass 50 70 90 110 130 11 Pass 31 51 71 91 111 131 12 Pass 32 52 72 92 112 132 13 Pass 33 53 73 93 113 133 14 Pass 34 54 74 94 114 134 15 Pass 35 55 75 95 115 135 16 Pass 36 56 76 96 116 136 17 Pass 37 57 77 97 117 137 18 Pass 38 58 78 98 118 138 19 Pass 39 59 79 99 119 139 20 Pass 40 60 80 1 100 120 140 Based on our fivaidlgs, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. T bjMmUbgq at it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan No 63107 Re'10 dully Submitted: so ; G Vi Sta� te0 ## , w30 � �— .: FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 7500 NW 25th Street, Suite 241, Miami, FL 33122 ` s Telephone: (305) 378 -1991 - Fax: (305) 378 -1997 PLORIDA INURNATiONAL ENGINEERING & TESTING LAB INStGNT6INN0V4TI0N•INTEQRAT10N Miami -Dade Lab Certification #07- 0612.11 - State of Florida CA # 27273 Roof Testing and Information Sheet - Uplift Test TAS 106 Client: NINE SQUARE ROOFING. Checked By: Marlon Andino Dater 2/20/2014 Job Name: Residential Address: Address: 242 NW 92 ST MIAMI SHORES, FL 33150 0 0 0 o © o 0 m FLAT ROOF ' a a M o r _ o 0 tL� Miami Shores Village g Building Department �i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION Permit Type: BUILDING 1= JAN, 1 1014 FBC 20 GD Master Permit No. _ Vim► (� -- OOFING JOB ADDRESS: —gcla A) / ✓C City: Miami Shores County: Miami Dade Zip: 3 d / S o Foho/Parcel #: 11-3101033 % 2 5 0 Is the Building Historically Designated: Yes NO Zone: OWNER: Name (Fee Simple Titleholder): 12o b�k A ql � Phone #: �� Address: � `(2- ti L,-) q1 ;�- s City: 121 f 9.i--" SAW @-S State: Tenant/Lessee Name: Email: L see CONTRACTOR: Company Name: n fPK 6 faaL %&- f i !'d Phone #: Address: % y 10 -� �`�W / < ? C-L City: E!n4 s2�' State: _ Zip: -3.) 1 Qualifier Name: 4ei3 Y,1 Le.-- 2,0 , Phone #: j State Certification or Registration #: OC C- I -3 2 9 kf I Certificate of Competency #: Contact Phone #: Email Address: /'I I B C. S r~-0- 0-11111 e '%m e t,- DESIGNER: Architect/Engineer: Value of Work for this Permit: $ /ms's 1� d 0 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New C'iRepair/Replace Description of Work: -,Zvv ,0�- / 4T a,, d --r4 k fod n, Color thru d1e: e it yIL d` -n / y C/o ❑Demolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's:Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip t Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I of such posted notice, the inspection will not be approved and a reinspection fee will be charged. rr Signature Owner or i t Contractor The foregoing instrument was acknowledg d before me this c9 , b-C day of ) WW , 20 Ly G , who is personally known to me or who has produced NOTARY Sign: Print: As identification and who did take an oath. ,D5-c �1y My Con finisjlion Expires: APPROVED BY Jose A. Won COMMISSION #EE831658 EXPIRES. SEP.03,2016 I/ The forego instrument was acknowledged before me this c9 I day of awc. ri , 202 �i, by NOT Sign: PrimMy Plans Examiner Structural Review (Revised 5 /2/2012XRevised3 /12/2012) )(Revised 06 /10 /2009)(Revised 3/15/09 )(Revised 7/10/2007) nab 7dn who has produced tas ion and who did take an oath � — rr- mmission Exp' y per,, Jose A. Gimn '4�COh9MISSIOME831658 o�c EXPIRES: oprnarcwn •,� °° OF Fvp` WWW AAR Zoning Clerk . t To: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: b4'' �4 Property Address: All (4,l T2- S Roofing Permit Number. Dear Building vial: I _1 - 49 certify that I am not required to retrofit the roof to wall connections of my buildin .because: e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valore ation. ❑ 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 Cale (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large • when the just valuation of the structure for SFBC. Then you must provide a txWing 0 Revi ed on 5121M Of jgh�� Po /y Jose A. Giron COMMISSION>t EE831658 F (PIREy: SEP. 03, 2016 www,AARONNoTARY.com of ad valorem taxation is equal to or mom than $300,000.00, and the build'urg was not constructed with FBC nor a 1994 i from a General Contractor for the Roof to wall connection Hurricane Mtation. 0 1111 B 0 STATE OF FLORIDA .s r..... 9,+ .. DEPARTMMT TRG�IIN RSIITSIIN RL��BCAD T SE1i+12070800067 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 VS. Expiration date: AUG 31, 2014. . FIIGON, HMMY A NINB S IIARE ROOFING LLC 141033 S W 1S2ND COURT MIAMI FL 33196 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW A&Mby CERTIFICATE OF LIABILITY INSURANCE DATE 01/20/20144 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If tits certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to tha terms and conditions of the policy, certain policies may require an endorssmant. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement*. PRODUCER CON CT LUIS DE LA LL RA DELTA INSURANCE UNDERWRITERS, INC. A� PHONE : 305 -269 -1107 Nok 305- 269-1108 777 N.W. 72nd AVENU E, SUITE 3133 DELTAINSUND(dAOL.COM INSURER(S)AFFORDING COVERAGE NAIC A MIAMI, FLORIDA 33128 pAMP Es occ Drente INSURERA: ENDURANCE AMERICAN SPECIALTY INS., CO. 41718 INSURED INSURER B: $ 1,000,000. NINE SQUARE ROOF ING, LLC. INSURER C: PRODUCTS - COMPIOPAGG 14103 SW 152nd COURT INSURER D: $ MIAMI, FLORIDA 33196 INSURER E. INSURER F: CnWRAMPS CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 MATH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. S TYPE OF INSURANCE INSR WVD POLICY NUMBER MID MWOO LIMITS A GENERALLIABILITY COMMERCWL GENERAL LIABILITY - - -- �MAD CLAIMSE Z OCCUR _ GEN'LAGGREGATELIMITAPPUESPER 7 POLICY — PROJ LOC LUIS DE LA LLERA I CBC10000875201 0212212013 0212212014 EACH OCCURRENCE $ 1,000,000. pAMP Es occ Drente $ 100,000. MED EXP (Any one parson) $ 5,000. PERSONAL BADVINJURY $ 1,000,000. GENERAL AGGREGATE $ 2,000,000. PRODUCTS - COMPIOPAGG $ 1,000,000. $ AUTOMOBILE LUU31LfY ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS HIREDAUTOS ANIOIiNUSWNED 2,115) NGLE LIMI $ BODILY INJURY (Par person)_ $ BODILY INJURY (Per sociderd) $ FRO, : anDAMAGE $ UMBRELLALIAB EXCESS LIAB 1__ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ I$RR WHIIIBAJONAND urr YIN ANY PROPRIETORIMARTNERIEXECUTIVE F-] OFFICEMMEMBER EXCLUDED? (Mandatory in NH) Iyes deecfiba under DESCRIPTION OF OPERATIONS belay N / A STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ £L DISEASE - EA ELTLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPER91ONS 1 LOCATIONS/ VEHICLES (Attach ACORD 101, Additional Remarks Schedub, U more space Is regalretl) ROOFING CONTRACTORS LICENCE NUMBER CCC1329893. ACORD 26 2010105 0 188 2010 ACORD CORPORATION. All rights reserved. ( ) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 13EFORE VILLAGE OF MIAMI SHORES / BUILDING DEPT. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd AVENUE ACCORDANCE NTH THE; POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORED REPRESENTATIIIE PH 305 795 2204 FAX 305 7568972 LUIS DE LA LLERA I ACORD 26 2010105 0 188 2010 ACORD CORPORATION. All rights reserved. ( ) The ACORD name and logo are registered marks of ACORD JEFF ATWATE R CHEF FMUUKML OFFfM 03 -05 -2012 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual fisted below has elected to be exempt from Florida Workers' Compensation taw. EFFECTIVE DATE: PERSON: FEIN: 03/05/2012 EXPIRATION DATE; 03/05/2014 FUGON HENRY A 453963094 BUSINESS NAME AND ADDRESS: NINE SQUARE ROOFING LLC 14103 Sill 162TH COURT Mimi FL 33158 SCOPES OF BUSINESS OR TRADE: 1- ROOFING 2- CERTIFIED ROOFING CONTRACTOR IMPORTANT: Pursuant to Cbepter 440 . (IM141, F.S., an officer of a earporotioe who elects exe101004 from Wis Cbapter by fltiag a certificate of election under this section may not recover benefits or compensation tinder this chapter. Persaeat to Chapter 440.0902), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed ea the notice of election to be exempt. POrsaem to Chapter 440.0503), F.S., Ifoticea Of election to be exempt and certificates of election to be exempt shelf be subject to revocation tf, at Buy time after the 111109 of the aotice or the 138100400 of the Certificate, the person named on the notice or conflicnte no hm"r 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? 1860) 413 -18C OWC -262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS BIOTA BILL -00 NOT PAY 6937388 BUSINESS NAMEILI=ATION NINE SQUARE ROOFING LLC 14103 SW 152 Cr MIMI, R 53196 RECEIPT NO. EXPIRES RENEWAL SEPTELAS ER 30, 2014 7213226 Must be displayed at place of buebteas Pursuant to County Coda Chapter SA - Art. ® &10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED NINE SQUARE ROOFING LLC 196 SPECIALTY BULDING BY TAX COLLECTOR ODN'TRAC IOR 75.00 09/28/2013 worker(s) 1 COC1329893 CREDITCARD -1 3-011798 This Local Bandanas Tax Receipt only confirms payment of the Local Business Tax. The Receipt In not 0 license. permit, or a certification of the helder's gaalificallow,to do bafossa. Helder most comply with any goveramoet0l Of nongovernmental regulatory [am and requiramenewbicb apply to the baefaese. The RECEIPT N0. above mat be displayed on an commercial vehiolae- lidiami -Dade Code Seaga -2111. maFor more Information. vialtwa +w.mlamidodegotr/�cosDeater 01/20/2014 18:51 FAX 3052691108 DELTA INSURANCE UND. Q001/001 . ii�'rli , CERTIFICATE OF LIABILITY INSURANCE DATE 01120/2014fM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder to an ADDITIONAL INSURED, the poky(We) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this cerdflcate does not confer rights to the cerUteate holder In lieu of such endomemen s . PRODUCER tOCT LUIS DE LA LLERA DELTA INSURANCE UN DERWRITERS, INC. 777 N.W. 72nd AVENUE, SUITE 3133 E>R 305- 289 -1107 No 305 -28 9-1108 DELTAINSUNDCAOL.COM MIAMI, FLORIDA 33128 INSURER(S)AFFORDING COVERAGE NAIL 0 INSUPMtA: ENDURANCE AMERICAN SPECIALTY INS., CO. 41718 INSURED INSURERS' S 100,000. NINE SQUARE ROOF WO, LLC. INSURER C: A 14103 SW 152nd COURT INWRER D: MIAMI, FLORIDA 33198 INSURER 1, 02/22/2014 INSURER F: $ 1,000,000, GENERALAGGREGATE r`- r7VFRA6FR CPQ r-1f.ATP mHuRFRe lamnaMm u1tYQC6. THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Ifffil TYPE OF INSURANCE WORM POLICY NUMSSR POLICY aw MFAlD LIMITS GENERALLUIBILIiY COMMERCIAL GENERAL LIABWTY CLAW -MADE © OCCUR EACH OCCURRENCE S 1,000,000. PREMISES Ea S 100,000. MED EXP (Any aye persop $ 5,000. A CBC10000875201 02!2212013 02/22/2014 PERSONAL &MW INJURY $ 1,000,000, GENERALAGGREGATE $ 2;000,000. GEN'LAGGREGATELNITAPPLIEBPER: POLICY p ?'1 LOC PRODUCTS - COMPIOPAGG $ 11000,000. $ AUTOMOBILE LIABILfY a�Mer>t) $ ALOVDI ALLL OWNED SCHEDULED AUTOS AUTOS HOiEDAU71D8 � SODILYINJURY(Perpmwn) $ BODILY INJURY (ter eat) $ O��Rd1YIR"IAGE $ $ UAIBR9IALIAB OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS -MADE AGGREGATE $ DED I I RETENTION $ $ WQR��g CCNIpp��NN$$p "AND F�IPLOYERIS LIABILITY YIN TT��. TRY LIAMITS ANYPROCERIId� RE EXCLUOAE El MIA EL,EACHACCIDENT $ (�6hsedarory in NH) D 8w6 OPERATIONS below EL INSEM- EAEWLOYEE $ E.L. DISEASE -POLICY LIMIT S DESCRIPTION OF OPERAMN8 / LOCATIONS/ VEHICLES (Afaeh ACMD 101. Addtlonal Remarks Sehedulk if *ors *pots Is Required! ROOFING CONTRACTORS LICENCE NUMBER CCC1329893. CERTIFICATE HOLDER .......�....,_.. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES I BUILDING DEPT, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10080 NE 2nd AVENUE ACCORDANCE WITH THE POLICY PROVISIo18. MIAMI SHORES, FL 33138 PH 305 795 2204 FAX 308 7568972 AUTHORED REPRESENTATIVE LUIS DE LA LLERA ACORD 26 (2010108) The ACORD name and o are 0 1888-2010 ACORD CORPORATION. All rights reserved. 1" registered marks ofACORD '4 CERTIFICATE OF LIABILITY INSURANCE DATE ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ERB & YOUNG INS INC NAME: JONATHON URICIOLO No NC No): 5401 S. KIRKMAN RD STE 310 EjM AIL E -M RESS: INSURER(S) AFFORDING COVERAGE NAIC # EACH OCCURRENCE INSURER A: FWCJUA DAMAGE TO RENTED-- PREMISES Ee occurrence ORLANDO FL 32819 INSURED NINE SQUARE ROOFING LLC INSURERS: PERSONAL & ADV INJURY INSURER C : 930 SWEETBRIER DR GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC INSURER D: $ DELTONA FL 32725 INSURER E: INSURER F : FEIN: 453963094 COVERAGES CERTIFICATE NUMBER: 1309190052 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DD EFF MP�p EXP LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED-- PREMISES Ee occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS Ee socideDtSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPER den DAMAGE $ UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WO ERS COM ENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICE/MEMBER EXCLUDED? Y (Mandatory In NH) If yes, describe under ION OF OPFRATIONq below N/A ®2864C40A 7/19/2013 7/19/2014 X S LIMITS OTH ER E.L. EACH ACCIDENT $ 1,000, 00.00 E.L. DISEASE - EA EMPLOYE $ 1,000,000.00 E.L. DISEASE - POLICY LIMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, ff more space Is required) HENRYFUGON ROOFING TILE INSTALLATION Miami Shores 10050 NE 2nd Ave Miami shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 24, 2014 Permit No: RF 14 -113 Building Critique Review FBC 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUTE Ismael Naranjo Building Official Plan review s not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current oaa . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES t Florida Building Code Editia High- Velooity Hurricane Zone Uniform Permit Al Master Permit No Prods No. Contractor's Name Job Address__ 11110011 CA3:EGOFX "w Slope ❑ Mechanically Fastened 71le ortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ New Roof )6 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) / 'Z / Total (SF) .S 0 ®etien R /nf P- inn) la ((s 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. FLORIDJ PPP0 V -D d By 1 ", IC-D- vEPl 17 I DEPT 4 SUBJECT TO COMPLIANCE WITH ALL FEDERAL AND COUNTY RULES AND REGULATIONS Master Permit No Prods No. Contractor's Name Job Address__ 11110011 CA3:EGOFX "w Slope ❑ Mechanically Fastened 71le ortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ New Roof )6 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) / 'Z / Total (SF) .S 0 ®etien R /nf P- inn) la ((s 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. FLORIDJ Section C Miami -Dade County HVHZ Electronic Roof Permit Form Ema Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (Ma) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: GAF GAF MINERAL CAP SHEET Product Approval (NOA): 13- 0424.09 System Type: E Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 psf (122) Perimeters: -71.7 psf (P3) Comers: -108.0 psf Maximum Design Pressure From NOA: -52.5 - psf Roof Slope: 0.50 ^ : 12 Roof Mean Height: 14 ft. Parapet Walls: No 11 Yes Parapet wall Height: NA ft. Deck Type: —5/8" Plywood — Support Spacing: " o/c Alternate Deck Type: NA Existing Roof: SAME Fire Barrier. N Vapor Barrier. NA Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener/ Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: INA 1 Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) PLY Base Sheet Fastened on ing to 5al: • • • too 1 -1/4" RS NAIL ZO.TIN;$7P.1F / §." ; ; •; • � IGAF PLY IV (2) PLIES Ply Sheet Fastener / BoricVg Mateli il: "; " ;' .'. HOT MOP ASPH/',�T .'. • . • ; . • ;. ; ... • . . • ... . • . ... • . . .... . •• •• 000 . •• .. HOT MOP ASPHALT Surfacing: I GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: INA Single Ply Sheet Width: FNA—I" 1/2 Sheet Width: FNA7 " No. of Single Ply. 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: NA El FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: r97 " o/c @ Laps & r27 rows F7 " o/c 2. Perimeter. r67 " o/c @ Laps & r47 rows r67 " o/c 3. Comer. P7 " o/c @ Laps & r7 rows r67,, o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: Ful 2. Perimeter. rN7A 3. Comer: rN7A Insulation Fastener Type: NA WOOD NAILER TYPE AND SIZE: 1"X8" FASCIAL Wood Nailer Fastener Type and Spacing: #12 WOOD SCREW EDGE & COPING METAL SIZES: Edge-Metal Material: Fptvanized Metal — Edge Size: —3" face 26 ga. - Hook Strip Size: — SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 -1/4" RS NAIL 4 "OC Coping Material: I — SELECT PARAPET WALL COPING MATERIAL — Coping Size: I — SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: NA Insulated Nailable Deck With Edge Nailer MIAMI•DADE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Roof Mean Height: 14 ft. Drip Metal: 3X3 GALV 26G .... ....... Continuous Cleat: Top Ply NA Utterp8es Surfacing: . Base sheet '' '�, ULES GRAN _ . Top Ply: s tit A>t�chor Sheet �� ;''S �' GAF MINERAL CAP SHEET 0. 0 • .... ' Interplies: PLY IV (2) PLIES - Drip Metal wil Bas e Sheet: GAF GLASSBASE 75# , - Continuous Top Layer of Insulation: Cleat !i �• -, a % - Wood Ndiler NA Base Layer of Insulation: NA Iq Roof Deck Wood Nailer: Base Layei ', 1 X 8 FASCIAL BOARD Wood Nailer Fastening: Of Insulation — } Top Layer 8D NAIL @ 16' of Insulation • • • • • • • Anchor Sheet: Deck Type: PLYWOOD 5l8 ' ••• ••• ••• ••• . • .... ....... . . . .. • • . .. . . 0. 0 • .... ivrL).nl.,L)uu - ,."VAJL,g.JyOLLJLA.�3 The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1 12-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use l is a suitable alternate fornpolyisocyanurate board I board and deck following Gass A BI or CPsystems. rosin paper/polystyrene/perlite) "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 ". . "GAFGLASO #BO Premium Base Sheet" may be used in any of the following systems. "GAFGLASO Flex Ply 6" and 'Tri -Ply® Ultra- Flexible Ply 6" are suitable alternates to "GAFGLASO Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perilte insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/7 to 3- gal /100- ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" -Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (optional): — One or more layers perite or wood fiber or glass fiber or polyisocyanurate or urethane or perllte /polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet; — Three or more plies Type GI or "GAFGLASS Ply 4" or'Tri -Ply@ Ply 4" or "GAFGLASO Ply 6" hot mopped. 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 urethane or perlite / polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gi or "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or'"rri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap^ — BUR Mineral Surfaced Cap Sheet." 3. Deck. NC Incline: 2 Insulation (optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLASO Ply 4 ", "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -PIy@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet." 4. Deck: C-15/3 • • • i i i • • • i i .6" Incline: 1 • •• • • • • ••• • Slip ShvitOQ>�nAll.� RgQ r in papeh nailed to deck. Insulation (o nal : —Any thick% *perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. { Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" (may be nailed). Ply "One or NQre AlQs Typ*Qt "GOFGLASO Ply 4" or'Tri -Ply@ Ply 4" or GAFGLASO Ply 6 ". Cape: r One ay Type03 "GAF(tASJ) Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS® Ene,"p— :3VRT7iqcTai rrfaceltl Cap Sh•9eti Z Surfacing (eptione"t •- "TOPCOAT ®tnergyCoteTM" applied at a rate of 2-gal/100-ft 2. 5. Deck,. NC Incline: 3 ••• • • • • ••• • • • • • • • • • :00.: ••• • • • ••• • • iC117XT /1 FRAME /shownage.htm1 ?name =T... 2/23/2012 MIAMI -DADE COUNTY MIAM!•QADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.aov /economy GAF 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 and accepted by Miami -Dade County RER - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product 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: 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. INSUCTMM $ cdpy pf =his•entire NOA shall be provided to the user by the manufacturer or its distributors and shall Uea vaifabW 164irlpladod at the job site at the request of the Building Official. .. ... .. . . . .. This NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted docuraostatiaiwas reviewed by Juan E. Collao, R.A. ... . ,.� • • NOA No.: 13-0424.09 t .,.I I Expiration Date: 11/04/14 ... . . . . ... . . Approval Date: 10/31/13 Page 1 of 17 . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: '1) /32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftz EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum 1/2" thick EnergyGuardTM Perlite Roof Insulation Minimum 1/4" thick N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavene Eliminatoem Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire - Resistant Roof Deck Protection or (optional) Securock® Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoid® Heat- WeldTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS4#75 Base Sheet or any of above anchor 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® F1exPlym 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -TecTM #12 Fastener, Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrae • • • • • • Ite*sged Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally •: : spaded approximately 12" o.c. in the field of the sheet. • • • •: .: • (U&dmjm Design Pressure -45 psf, See General Limitation #7) . ... . ... ... . . . . . . . . . . . MIAMIQADE COUfJ7'Y •O NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 6 of 17 GAFGLAS® F1exPlyTM 6, GAFGLAS® #75 Base Sheet or any of above anchor 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® #80 UltimaTM Base Sheet, Ruberoie 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" 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 anchor sheets attached to deck with Drill - TecTM # 12 Fastener, Drill -TecTM # 14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 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 anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill - TecTM #12 Fastener or Drill -TecTM #14 Fastener and 3" Drill -Tec'm 3" Steel Plate, Drill - TeJm AccuTrac" Flat Plate or Drill -Ted"I AccuTrace Recessed Plate 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) Base Sheet: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavene EliminatorTM Perforated Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat- Weldrm Smooth or Ruberoid® SBS Heat - WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. ....... . . . .. .....••. . ...... ••• . • . • . . • .. ... .. . .. .. . ••• . ••• ••• . .. . . . . . . . . .• . • MIA Z 11 1.11 C i!Fj N ••• • • • • ••• • • • • • %: • • NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 7 of 17 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 4001bs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. • •• • • • • ••• • • ••• • ••• ••• • • • • • • • • • • • • • • MI_AMI�ADE GOlJN7Y� NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 • • • • • • • • • • ••• • • • ••• • • NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deckrm Roof Board or 1/2" 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 2040 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 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., 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 anchorlbase 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 Professional Engineer, Registered 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 to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at eilhancedprej 2Vnps Ji.g. perimeters, extended corners and corners). (When this limitation is specifically reArre(f3vi(hill thil 1166' , ftneral Limitation #7 will not be applicable.) 1 0. ATpredUcts li ?ted%er8in'slia1l have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. ••• "'" "' "' D OF THIS ACCEPTANCE .. . . . . . • . . .. .. . . •• • • NOA No.: 13-0424.09 JAPPROVED1 Expiration Date: 11/04/14 • • • • • • • • • . • • Approval Date: 10/31/13 : V: : : : Page 17 of 17 Tile Roof System MIAMaDADE Miami -Dade County Building Department Electronic Application a Section D Sloped System Description Tile Roof System "neliveriq Excellence Every Day" Roof System Manufacturer: JEAGLE ROOFING PRODUCT LLC Notice of Acceptance Number (NOA): 11- 0321.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 7 psf Fill in the speci#c roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: Roof Mean Height: 14 ft. Method of Tile Attachment: -- Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: IN/A Drip Edge Size & Gauge: —3" face 26 ga - Drip Edge Material Type:Galvinized Metal ....... . . . .. Drip Edger paste qer: 'r :I-'- /�R%NAIL 4 "OC 00 000 Hook .trlp/ Qq at . g au e o t ei h t � : Sele ct ® Hook Strip - .. . . .. . . . . . . .. • • see • • • .... ....... . . ..... . ... . .. •• . . • •• •• .... . . .... . Deck Type: —5/8" Plywood—� I Optional Insulation: wA Optional Nailable Substrate: N/A r Optional Nailable Substrate Attachment: N/A Basesheet Type: ASTM FELT 30# D226 Fastener Type for Basesheet Attachment: 1 -1/4 RS NAIL & TIN CAP 1 -5/8 Tile Underlayment (Cap Sheet ) Type: ASTM FELT 90# Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV Tile Profile: EAGLE CAPISTRANO CONCRETE TILE Section E 2 I ) ;� -' t" IAMPM Miami -Dade County Building Department Electronic Application ° High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems, use Method 1. Qompare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values , for ea area of the roof, then the file attachment method is acceptable. P 1: -39.1 x 0.277 = 10.83 : - Mg: 6.99 = Mr1: 3.84 5 38.7 NOA Mf P 2: -88.1 x 0.277 = 18.86 - Mg: 6.99 = Mr2; 11.87 538.7 NOA Mf P 3: -100.7 x 0.277 = 27.89 - Mg: 6.99 = Mr3: 20.90 5 38.7 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. P1: x I: = x W: Design Pressure _ - W: .._ ...._ = x cos 8: = Fri: 5 NOA F' P2:. x 1: ... = L x W: Aerodynamic Multiplier - W: .. _ .. . x cos 8: .......... = Fr2: 5 NOA F' P3: x 1: Product Approval (NOA) = x W: Calculated _ - W: = x cos 6: = Fr3: 5 Product Approval (NOA) NOA F Where to Obtain Information to complete the calculations Where to Find Description I Symbol Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional Design Pressure P1 or P2 or P3 engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier % Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) 00 Required Moment Resistance • 0 :MP Calculated Minimum Attachmq� Religitn8% • • ; F; • Product Approval (NOA) Required Uplift Resistance Fr Calculated Average The W810" • V1% Product Approval (NOA) • :. Tile Dimensions ' �.I = Iengt* • Product Approval (NOA) MIAMI -QADE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mtamidade.aov /butldine/ Eagle Roofing Products LLC 1575 East C.R. 470 Sumtterville, 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 and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction..BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product 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: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done ip its pnVrgty. • • • INSPEbTl b1l::�cop; otlSis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for 0 inspection at the job site at the request of the Building Official. Thil ren ftS N00109•;U18.1029 and consists of pages l through 7. The mQtecj, dbgun*ltat on yvaCroiewed by Alex Tigera. NOA No.: 11-0321.03' SAD Expiration Date: 10/05/16 Approval Date, 05/12/11 • • • • • • • : • : Page 1 of I ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Concrete 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 Product Applicant Dimensions Specifications Description Capistrano Concrete L= 17" TAS 1 l2 . High profile concrete roof tile. For direct Tile W= 12 ` /a" deck or battened nail -on applications. Thickness =' /z" Trim Pieces I = varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. . .. ... •• 0 • NOA No.: 11-0321.03 Expiration Date: 10/05/16 • • . Approval Date: 05/12/11 Page 2of7 r 2.1 EVIDENCE SUBMITTED: Test A eucv Test Identifier PRI Asphalt Technologies ERPF-00 1 -02-02 Redland Technologies 7161 -03 Appendix III Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P09647 -01 Rediand Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. •• ••• • • •• •• ••• •• ••• . • ... • . . • • .• P0402 94 -083 94 -084 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations .. ... • . • • • • • s • Test Name/Report TAS -112 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) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996. Dec. 1998 March 1999 Sep. 2006 NOA No.: 11-0321.03 uAO c Expiration Date: 10/05/16 Approval Date: 05 /12/11 •.�•: . : : :.'.: Page 3of7 ••• • • • ••• • • 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment 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 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 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W (lbf) Length4 (ft) Width -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A ft Tile Profile A (ftj Batten Application A (ft ) Di ect Deck Applic lon _ Capistrano Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Grav - M ft -lb Tile Profile 3"197' 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Capistrano Concrete Tile Battenlam Direct Deck Battens 1 Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.88 6.44 6.73 6.28 6.56 6.10 6.38 M • • • • • • • . • • • • • • • • • • • •• L. • • •• • • NOA No.: 11-0321.03 • M 114 o • Expiration Date: 10/05/16 •• ; Approval Date: 05/12/11 i •• •• • • • i•�•i Page 4of7 ••• • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) _ Direct Deck (min. 19132" plywood) Battens Capistrano 2 -10d Ring Shank Nails 2_8.6 41.2 19.4 Concrete Tile 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails 33.1 48.1 45.2 1, Installation with a 4" file headlap and fasterners are located a min. of 2%° from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Pa 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. Polyfqam Product, Inc. Average weight per a 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 7Larqe 'strano Concrete Tile Pol oam Pol Prom . ... • . ... . • 0 ro Pol oam Po "" Pro' 38. paddy placement of 63grams of Pol Pro"". 4 Medium paddy placement of 24 rams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) .. 000 0 0 0 0 0 .. for Mortar Set Systems • •• I® :: Tile Attachment . ... • . ... . • 0 ro Application Resistance Capistrano Concrete Tile Mortar Set 24.5 ile -Ti Roof Ile Mo ar. • • • • ••• • • • sOWN" • • • • • • • • • • • • •• •• • • • •• •• NOA No.: 111 -0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". A-- EGLE FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQmEMENT& 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 Building Official or Applicable building code in order to properly evaluate the installation of this system, ....... . . . .. . ......... . .. ... .. . .. .. . ... . ... ••• . .. . . . . . . . . . .. . . . .. . • . . . . • . . . . . . ...... . .... ... . . • 000 • • NOA No., 11-0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 PROFILE DRAWING CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE . . . ... .. 0 . .. . • IDMOCOUMi1f • •. . :.9 .6 . . . .. .. NOA No.: 11-0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product 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: 3Mrm 2- Component Foam Roof Tile Adhesive AH -160 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 renews arofeAs¢ 110,Al q J- 1114.Q4aand consists of pages I through 7. The submitted `docurlw.1Itat4Qn V* *Ae*gd by Alex Tigera. • • • . • • • • .. ... .. . . . .. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 MIAM1187, Ctr_ i • • i • i i • • • • NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves 3Wm 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive 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 Product Description ASTM D 1621 18 PSI Parallel to rise Specifications 12 PSI Perpendicular to rise 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks 160 +6.0% Volume.Change @158°F., 100% Humidity, 2 weeks Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability . ...... ••• . Closed CelLj bnjga ••; ••• ••• • ••• • ••• ••• • • • • • MIAM OU • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • • •• •• ••• • • ••• • • Test Results ASTM D 1622 1.6 lbs. /ft.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft2 ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume.Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 ••• 257818 -IPA TAS 101 12/16/96 Trinity Engineering 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 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 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. LLr .... •*Sig ••• • °: °:° °• • ••• • NOA No.: 12- 0228.18 ° • • : : : Expiration Date: 05/10/17 Muuh� ur ° ° ° ° ° • : • Approval Date: 05/10/12 ..., Page 3 of 7 ••• • • • • ••• • • • •• •• • • • •• •• INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 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 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel ) #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles 1 #3 .. ... .. 8 NOA No.: 12- 0228.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12. Page 4 of 7 . .. • • • ... • . .. ... .. . • ..• • ••• . ••• ••• • • • • • CMIAMPTZ OU NW • • • i i • • • • • • • • • • • s• •• • • • •• •• ••• • • • ••• • • NOA No.: 12- 0228.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12. Page 4 of 7 LABELING: All 3MT14 2- Component Foam Roof Tile Adhesive AH -160 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. ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nap through plastls cement Feddy mend 1b) UndedaymeM • 1 101 EMCMM Faeda Ease course OW.. Eave Chature KeeP Mteehre app' 4h4 uptrom weepholea ............ . ......... . ............. . ... .... ... . MIAMI•DADE Olt '�rY • • • • • • • ,.. a .•. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nap through plastic cement Faddy (Beneath mal unded"mem 1 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy Meneath Toe) Nall through plastic cement Paddy (Beneath Tile) UrtderlaymeM °� Undedaymerd 4 71n. =_ 7 tn. iIn. ° Eave Course ° ° Fascia Fascia W "Phole Eave Course Eave closure Eave Closure UP edge, �' i WRIA i • •• • • • • ••• • •• ••• •• • • • •• MAMI•DAD' C • • • • • • . e • • . NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 Nail through plastic cement / e I Single paddy lo Sin. under file I x 3 In. single paddy on 2 in. 4 in. under• ° layment ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nail through plastic (between fie) Underlaymerd Paddy (under file) 1 Lave courle Single paddy In. X 7 in. medium on top of fie she paddy save Fasce course only Nail through plastic cement in.x 3In. 4 Single paddy on underlaavment 2 Single paddy ,97% on top of the Eave Course tl � e Single paddy between file /2 in. z 7 in. medium size paddy save course only Fascia END OF THIS ACCEPTANCE .. 4 }in .x 3 in. . Single 4In. 21n. paddy on under- layment Single paddy on top of tide Eave Cause 1.00 tl � e Single paddy between file /2 in. z 7 in. medium size paddy save course only Fascia END OF THIS ACCEPTANCE .. .•. . . • . . •. ....... .. ... .. . .... . ••• . ••• ••• . . • • • . • . . . • MIAMFQ • • • • • • .• ROVED Single paddy -under file Single paddy between file 2 in. x 7 In. medium size paddy save course only' <'.", Fascia eephole Eave closure . Drip edge NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 OWNER'S NOTIFICATION FORM M"110 41 SECTION 1524 HIGH VELOCITY HURRICANE ZONE — 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 initials in the designed space indicates that the item has been explained. to 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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 renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants and adjacent units of roofing work to be performed. 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance. 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 overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the 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, shall not be req ui#ed.•s ••• 0 as . •• . . • • ••• • • • • Owner's /Agent's Signature:• ��� �% Date: ©/ 9 f / Contractor's Signature: ' ' Permit Number: 1�2qy •7d st ^7 Own s S Property Address: ' .... ....... . 12301-197 12M • • • • • • • • • • • •• •• • • • •• •• NOTICE OF COMMENCEMENT Cc= H '` 014RO O 74113 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIO 0"' ERA 2' ` 111 I'`= 1 `-10I (1 9' RECORDED 01/30/2014 10;15:30 HARVEY RUV:IHd CLERK OF COURT PERMIT NO. TAX FOLIO NO. 3 % / 0 at MIAMI--DADE C:OUMTYP FILO',,:TDA LAST PAGE _00%=_ T.ftab. STATE OF FLORIDA v v, COUNTY OF MIAMI -DADE: ��,�YE ®F � ®rtr ®A, tpuNTY OF c�Cahe `4Pa `�� J� �FREBY CERTIFY that this is a f►u aay� o r e n h� ft eon A 0 2U ,�- f , THE UNDERSIGNED hereby gives notice that improvements will be m is -real— s property, and in accordance with Chapter 713, Florida Statutes, the, o ri ciai sew. ��� OM Commencement. ounry Courts �qpf is provided in this Notice of Commencement. ia�tv K'fl n c_ C 1. Legal description of property and street / address: �, S 2. Description of improvement: 3. Owner(s) name and address: ew �� C, g y Z k / r Interest in property: _ &.e a I r1 c,-v fs Name and address of fee simple titleholder 4. Contractor's name and address: /l i^hf- S A. 5. El Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 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)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: -- N 1 k4 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) A )e"" Signature Print Owner's Sworn to and Notary Public: Print Notary's 0a /he: _ My commissi . xpires: Prepared by .0 SC_ Ci -rya_, me this - day of 20 /40 �r'i1�P �iSSI�� �`�Efl3fl61� L;;�IsE•"c �F" �3} 20fl� Address: an7 y � ,e��