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RF-11-1102Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168002 Permit Number: RF -6 -11 -1102 Scheduled Inspection Date: December 28, 2011 Inspector: Bruhn, Norman Owner: PLATON, MELETIOS Job Address: 1450 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: ACN ROOFING Permit Type: Roof Inspection Type: Phial-Roof Work Classification: Tile/Flat Phone Number (305)513 -6347 Parcel Number 1132050310040 Phone: (305)252 -3720 Building Department Comments RE -ROOF TILE AND FLAT TILE COLOR THRU Passed Failed te Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 161045. Flat roof requires in progress inspections. NB December 28, 2011 For Inspections please call: (305)762 -4949 Page 18 of 28 4-1 C ll T. Vg _ -_ , IAr. A -1 CONSULTAL ENGINEERS, INC $ HELP // ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: Job Address: /1 V ./t1; /03 a "I:(44-111? Roofing Contracto9`r, c 4). Type of Tile: � 7 - Date installed: Approximate Roof Height: feet Roof Pitch: 4/A7 -- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: we ➢ ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: // 2-/Z 7''/ ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Permit #: TEST LOCATION UPUFT PULL TEST ITST LOCATION UPUFT PULL TEST TEST LOCATIOP UPLIFT PULL TEST TEST LOCAUO UPUFT PULL TEST TEST LOCATIOP UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST 1 I -). 26 p��,ss 51 �� 76 iii 101 126 2 27 52 r 77 _ ° 0- 102 127 3 28 I 53 J 78 103 128 4 29 54 79 104 129 5 30 55 80 1 105 • 130 6 31 56 81 ' 106 131 7 32 57 82 1 107 132 8 33 58 83 \ 108 133 9 34 59 84 \ 109 134 10 35 60 85 110 135 11 36 61 86 \ / 111 136 12 87 62 87 \ / 112 137 13 38 63 88 113 138 _ 14 39 64 89 114 139 15 40 65 90 115 140 16 41 66 91 17 42 67 92 PASS 18 43 68 93 19 44 69 94 / 119 144 20 45 70 95 �n�u� ing Engineers � � 22 • 47 72 97 47 23 48 73 98 �� m3.27/2/4/ 948 24 49 74 99 / 124 149 25 Ir ®.S I 50 P/4,-_-___S% 75 D_' ',1, 100 125 150 • IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TES TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY WITH NO DEVIATI THIS ' %3,, SUBMITTED BY: Ma . # 031509 A -1 CONSULTING ENGINEERS, INC. Lab. Certification # 07- 0306.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 1 A-1 CONSULTING ENGINEERS INC. ROOF STUC FtJRES CONSULTING UPLIFT' TEST EXPERTS LAB. CERTIFICATION No.01- 1224 -5 4383 SW 70 CT, MIAMI FL 33155 TEL305-740 -9550 FAX305-740-9550 Owner's name: Permit #: Job address: 1450 NE 103 ST MIAMI FL. Roofing contractor: A.C.N. ROOFING Type of tile: ENTEGRA FLAT TILE Date installed: Approximate roof height la_ feet Roof pitch: 4/12 Tape of access to roof: Scaffold: Ladder. Other: Approximate square footage of roof: 43 ft2 Required testing force: 351bs Date tested: Number of tests: 77 SKETCH OF ROOF 44 25 46 16 11 17 20 15 16 3 14 13 11 4 T 6 22 5 1 11 10 26 25 33 26 s -1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168027 Permit Number: RF -6 -11 -1102 Scheduled Inspection Date: December 21, 2011 Inspector: Bruhn, Norman Owner: PLATON, MELETIOS Job Address: 1450 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: ACN ROOFING Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile /Flat Phone Number (305)513 -6347 Parcel Number 1132050310040 Phone: (305)252 -3720 Building Department Comments RE -ROOF TILE AND FLAT TILE COLOR THRU Infractio Passed Comments TIN CAP SPACEING False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 161040. ,9e led December 20, 2011 For Inspections please call: (305)762 -4949 Page 29 of 35 4'. Al - CONSULTING ENGINEERS, INC. Miami, December, 19/2011 To: City of Miami Shore Job Site: 1450 NE 103 Street Miami Shore, Fl. Roofer: ACN Roofing 12805 SW 84 Ave. Miami, F133156 INSPECTION ELASTOBASE To whom it may concern: I, Jose A. Martinez, P.E., performed the inspection on the roof above referenced location and observed the following: Flat roof pitch 1/8"/12 Deck: Plywood 5/8" Base: One ply of Elastobase, capped attachment with 1 'A" rink shank nails. Field: 8" oc @ lap, # rows 3 @ 8" oc. Perimeter: 6" oc @ lap, # rows 3 @ 6" oc. Corner: 6" oc @ lap, # rows 4 @ 6" oc. This report is based on a physical inspection of existing roof structural components and Certifies that the above referenced roof base sheet installation complies with the minimum requirements as set by Florida building Code. ( Attached Photos). Please do not hesitate to contact my office if you have any questions regarding this Inspection, Cordially, Jose : Martinez, P.E. P ,'' # 031509 430 SW 70 CT MIAMI FLORIDA 33155 • TELEFAX 305 740 9550 .�i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 168341 Permit Number: RF -6 -11 -1102 Inspection Date: January 03, 2012 Inspector. Bruhn, Norman Owner: PLATON, MELETIOS Job Address: 1450 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: ACN ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number (305)513 -6347 Parcel Number 1132050310040 Phone: (305)252 -3720 Building Department Comments RE -ROOF TILE AND FLAT TILE COLOR THRU Passe •� Jo/ 4 ,, /� Inspector Comments CREATED AS REINSPECTION FOR INSP- 168002. CREATED AS REINSPECTION FOR INSP- 161045. Flat roof requires in progress inspections. NB Provide re -nail affidavit. NB OC--- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 03, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 e AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SCARY WATER BARRIER HURRICANE MIT IGATION RETROFIT FOREXISTING SW) -BUILT SINGLE FAMILY SID NH Q�/U C a,a j PURSUANT 1OSEC no 5 .84 '1'.S1 C To: Mani -Dade County Building &Neighborhood Compliance Department 11805 Coral Way, Suite 111 Mani, FL 33175 Re: Owner's Name /Y%/c.7" /aUS 1 4%ve() Property Address Ht S U /Ut JU3 sr Roofing Pemit Number - G - 1/- 110Z Dear Building Official: n 1 J ItSa/O ( certify that the roof decking al-twin/rut and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the `Manual of Hurricane Mtigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.AC. Si . 'y„i"- of Qualifying Agent ■,o5®4) Print Name STATE OF FLORIDA COUNTY OF M[AM[ -DADE Sworn and subscribed before me this 13 day ofT this um�� (SEAL) Personally known or Produced Identification ,2011 �.•1`s�V.PUa•,, YAJAIRAMEDEROS I t \ = Notary Public - State of Florida ► ■ t°,�q�•s My Commissfonn Expires DD Feb 8, 12 ■ • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED DN THE JOB SITE AT TIME OOFF FIRST INSPECTION OPERMIT NO.W l ` ` ' AX FOUO NO. I (' 32o 03 /-0040 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in aoocrdanoewith Chapter 713, Florida Statutes, thefollowing information is provided in this Notice of Commencement. descriptio of 1 street/address: g t ce,-rs 1111111 X1111111111111111111111111111111111 201 1 R0-380624 OR RI. 27718 Fs 0653; Ups) ) RECORDED 06/113/2011 11:177 :03 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE /� Space above reserved for use of recording office or 7� c. n!/o�il' SSG s gQ ► 57 2. Description of improvement: 3. Owner(s) name and address ,/U / /.Wei U IA JAW 's /4/5-0 �VK� Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: 4 4#u / 7O.5` S GJ dQ t)r 13 /SG 306- - 3771 5. Surety: (Payment band required by miler from ccrtractor, if am Name, address and phone number. Amount of band $ 6. Lender's fame 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, address and phone number. /63 8. In addition to himself, Owners designates the following persons) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Corrrrenoarrent (Ire expiration date is 1 Neer from the date of recording unless edit t n fit date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) ofOwaer(s) or0 ner(s)' Authorized Officer/Director /Partner/Manager N. Prepare Prepared By d Print N•'�� a `) �o' : a� S Print Name Title /Office 643 Ax- o Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE /�(yi The foregoing instrummern vas acf n wled �djl�d fire me this I-1 day of By .IUI a.n� U b o 1 o--S dividually, or ❑ as for Personally known, or ❑ produced the following type of identifi Signature of Notary Public: Print Name: (SEAL) / oedia. 5 5 c.v 1541 / (JG 201 unc/ 2,011 �av pva94 a ion: . Mir t; r +mss. 0 It ID YA IAIRA MEnFRn3 brida 5,2012 .,, .,;nm1,,1,, 'Ur sir VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts slated in it are true, to the best of ny knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager veho signed above: By By 123.01 42 PAGE 9 3/10 STATE OF FLORIDA, COUNTY OF DADE 1 HERBY CERTIFY that this luaus true copy of the Itifitntid Ned In this office orL......... day of hLdl Seat r- y•.• --•• :h117 mY CLERK, of coo cook cows 6lIA 9 A6,5 I t1--°Si Mami Shores Village Building Mpartnunt 10050 NE2nd Avenue, Mami Shores, Florida 33138 Tel: (305) 795.2204 Fam (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 7624949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUDDING OWNER: Name (Fee Simple Titleholder): Ass: WO tit )0o JUN 1 itN ---49d2 1Viaster Permit No Ptnone#:1$ %2Z 3 d14L) city: / P i a AA J P1. State: 4 • Tip: 33 / Tenant/Lessee Nairn: Pty Email: JOB ADDRESS: /19 YO A/l /63 sr City. Mani Shores County Mani Dade Zip: Folia/Paroel#: 1/- 3g05- - 31 ) 01-%C� F Is the Bu lilting Historically Designated: Yes NO Flood Zone: CENIRACTOR: Company Name: /V CA) Phone#: -a, - 22d Adc ess: /g os_ 4 117 CRY: State: QQualifierName: ._1 /1S 6 it) CAA mac Zip: 1Sg Phor : 30s -aS72- 372O State Certification or Registration #. CC-C. Coact Phone#: 365' -a52 37X Certificate of #: C?CC- f z-1q 2 - Fail Address: TA s Q- �A G 1:cr e 0 , Cod 11i_ DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ tt) OW • Jc) Square/Linear Footage of Work Type of Work ❑Addition ❑Alteration ❑New / Descriptions of Worlc R h ,1 #j/ aeir f5Ld ' . ir/Replace 3gab s-P ❑Dexmlition t� Subnittal Fee - Permit Fee $ . cci $ �(7C $ Scan Fee $ Radon Fee $ DBPR $ Band $ Notary $ Ti ' •on Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOWDUE $ 3'5-• - Ong Company's Name (if applicable) Bonding Company's Address N Qty State Tip Mortgage Lender's Name (if applicable) .‘)//44 Nbrtgage Lender's Address Qty State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has c onmenoed 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 mist be secured for E ECI RICAL WORK, PLUMBING, SIGNS, WFI IS, 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 C7OMMEN E1V1EN1T MAY RESULT IN YOUR PAYIN G TWIG FOR IMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN- FINANCING CONSULT WPM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N TICE OF CCMMENL MENL" Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in goad faith that a copy of the notice of commencement and constnie2ion lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice the inspection will not be approved and a reinspection fee will be charged • Agent Signature Con v The f insstruornt was acknowledged before rme this The foreg oing ir�rrent was acknow�l�dged before me this L day off n20 II by .u1iana Ublit day of JuI�Q> ,20 IL by Jason LIilasei who is personally known to or or who has produced who is personally known to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: Iii I, "N ,, � 7 �; . , D u ;l 679 av PV iii MN Public - state/A .50jQiQ Commission Expires Feb 5, 2012 NUFARY PUBLIC: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)( sed06/102009)( sed3115/09) Maori Shores Vilage Building Department 10050 N.E2nd Avenue IVMami Shores, Florida. 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONT RACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: T A. /COPY OF QUALIFIER'S STATE LIC CARD B. / COPY OF LOCAL BUSINESS TAX RECEIPT C. V COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. ✓ COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 J�/� /,,l COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: /'Q ') C L C BUSINESS ADDRESS: /072 CS SG() g6/A 12 Q3 CITY in/,gym/ STATE rC . ZIP CODE SP )--4 BUSINESS PHONE: (SO-5 ) 02,S 2 3 72() FAX NUMBER (,36 ) 0/..s2 -37/ 7 CELL PHONE (SOS) 2 /Eq) QUALIFIER'S NAME: L SGi Se QUALIFIER'S LIC NUMBER: CC-C-- 1 7 Z Z E -MAIL ADDRESS (IF APPLICABLE): J. 4i'LS e 4C A) ,fin t)Gr , ✓1.t Created on 3119109 BY MLDV 1 RV 3126109 MLDV MIAMI-DADE COUNTY: • TAX COLL CTOR,. 140 W: *`.FLAGLER;S_' MIAiVll, "•FL 33130 680749 -0 THIS "IS NQT =ABILL BUSINESS NAME / LOCATION A C N ROOFING LLC 128.05 SW 84 AVE RD. 33156 Ut4IN' DAME COUNTY•. NEW <REC €PTNO. 708100 -3 E *: CCC1329722 FIRST -CLASS U.S. POSTAGE i PAID MIAMI, FL PERMIT NO. 231 OWNER A C. tZ ROOFING Sec. Type of Business 196 SPECIALTY THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT. DOES NOT PERMIT. THE HOLDER T9 VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES. IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR UCENSE REQUIRED BY LAW. THIS e NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADS COUNTY TAX COLLECTOR: 05/02/2011 02280025001 000075.00 SEE OTHER SIDE RKER/S DO NOT FORWARD A C N ROOFING LLC JAMES SCARDINA 12805 SW 84 AVE RD MIAMI FL 33156 virg STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CHASE, JASON JOHN A.C.N. ROOFING, L.L.C. 8860 SW 176TH STREET MIAMI FL 33157 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE REGULATION (850) 487 -1395 A °f CERTIFICATE OF LIABILITY INSURANCE �os/o6►2011 TITS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND COWERS NO RIGHTS UPON THE CERTIFICATE HOLDER. MS CERTIFICATE DOES NOr AFFIRMATIVELY OR NEGATIVELY AMBIA MEMO OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELGA THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHOR REPRESENTATIVE OR PRODUCER, NODE CERTIFICATE HOLDER. IMPORT ANT: If the Certificate holder Is an ADDITIONAL INSURED, the polig(les) nrlst be endorsed. If SUBROGATION 1S WAIVED, subject to the teens and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to 1he certificate holder in lieu of such endorsereen1(s). PRODUCER H teran Instance Brokers re 12012 S Strome Blvd Wellington, FL 33414 CCINIACr Hector ecbor Gonzalez t 7t1S- 453.09 ( 6.4F3 -092 786453.0923 ADORES& INSURER(S) AFFORDING C E wuc# IRA: ConUnerdal Casualty UNNUTY cavIvERcIAL cam UABIUTY 1N A.C.N. LLC 12805 SW 84 Ave Road Suite 200 Mani, R 33156 I�ISIRB1B: Transportation Ins. Co 0797/ moat C: Scottsdale Ins Co. 01/13/2312 mom D: Summit Ong Inc. $ 1000000 Befit E : $ 1000000 INSURER F: $ 5000 COVERAGES CERTIFICATE RUBBER REVISION MBE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED MANED ABOVE FOR THE POLICY PERIOD INDICATED NOTWTHSTANDING ANY REQIJIReVENf, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W11-1 RESPECT TO W-11a-I THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLJaES DESCRIBED HEREIN IS SUBJECT 1D ALL TI-E TERNS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UM(TS S -DAN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OMR LTR TYPEOFa INSURANCE AINI MUM WARIER MUM POLICY EFF (1 VO YYTY) PC>LICY EIIP (MMICIO YYYY) UNITS A GENERAL ✓ UNNUTY cavIvERcIAL cam UABIUTY IJl___I 0797/ 01 /1312011 01/13/2312 EACH OCCURRENCE $ 1000000 LAIVIAGE TO RENTED Plzen ) $ 1000000 t'&D BCP (ivy ore person) $ 5000 I C AWLS ADE ✓ OCCUR PERSONAL &A CV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 PRODUCTS - COVP /OPAGG $ 2 GENL AGGREGATE UMTAPPLIES PER C ❑PRO- JECf E LOC $ B AUT ✓ _ ✓ E,,ABI„Y ANY AU_ GAMED AJT HREDAIUTDS _ ✓ 1 f 3159763 01 /13/2011 01/1312012 CONBINED SINGLE uMr (Ea sodden() $1000000 BCaLYINJUTY(Perpersm) $ BODILY INJURY ( aoldent) $ AUTOS NO ME D PROPERTY DAMAGE (Per accident) $ $ C ✓ UMBRELLA UAB EXCESS LIAR ✓ Oa .R CLAIMS-MODE 1111 LJliBS0021771 01 /1312011 01/13/2012 EACH O $1000000 AGGREGATE $ 1000000 $ Dm 1 11 RET8'Tnav$1000 D WORKERS COI ENSATION NIA I I 830,38434 01/1312011 01/1312012 ✓ 1 AC STATU- OTH- ANN, PROpPoErCRPARm EXEQn1VE CFFI(ERIVE BEROCCLUDED? (N_adLory to NCI) Ifyye�s, describe render DES PITON cF apEJ7ATIONS belay YIN Y ELEACHACaDENT $ EL DISEASE - EA TBVFLOYEE $ 500000 EL DISEASE - POLICY LIMT $ lflf DESORPTION OF OPERATIONS /I.00•A11 N /VIS1CLES (Attach At ID%Addtlaml Romuks Schedule, if mato space Is ) 10 Days notice for non payment of punkin Waiver of subornation applies for all Coverages. Certificate holder is additional insured per project with respects to General Liability as per Blidt G- 140331 NAM SHORES VILLAGE BLDG DST 10050 NE 2N3 AVE 11MAIIM SHORES, FL 33138 i SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE BALL BE DELIVERED IN ACCORDANCE IN1H THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE HECTOR J. GONZAI EZ ACORD 25 (2010105) ®1980-2010 ACORD CO The ACOFID name and logo are registered marks of ACORD Radioed using Rom Boss Bibb salhnara mvorPannaBosacomg ©O pressive Publishing aOO-- DB -19T1 Permit No: 11 -1102 Job Name: June 17, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 1) Provide a permit application for required hurricane mitigation. 2) Provide an owner notification form signed by the owner. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 IVliami S Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed? The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re- evaluated at the time the permits are issued. Q: Why was the 50% figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax - assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A "substantially improved" structure in a Rood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100 -year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction /renovations and /or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. Q: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre - damaged condition must be included. Even if volunteer labor or self -labor is used, it must be estimated based on minimum -hour wage scales for the type of construction work that is done. Created on June 2009 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) I ROPERTY— WN R: PERMIT # IV O 6//7112 ADDRESS: 1 `{ 5 - , r ) ` - / D 3+ M .��l.\ S 't 3 3 t r8 FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS= (12-MONTHS): V\ 0 vk, COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past- and proposed): .„.)C.91 r0 'c) -VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 1 OWNERS SIGNAL` -- — � DATE; PLANREVIEWE PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Fumiture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Miami -Dade My Home My Home m�'rlmr c IdL. • av Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 3205 - 031 -0040 Property: 1450 NE 103 ST Mailing MELETIOS PLATON Address: 1 Living Units: 1717 N BAYSHORE DR AdJ Sq Footage: #A2534 MIAMI FL Lot Size: 33132 -1180 Property Information: Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/4 Floors: 1 Living Units: 1 AdJ Sq Footage: 3,519 Lot Size: 29,088.95 SO FT Year Built 1958 REPLAT OF TR C MIAMI SHORES BAY PARK L L Legal ESTS PB 64-97 LOTS 13 esciption: & 14 BLK 5 LOT SIZE IRREGULAR COC 25294-2827 01 20071 OR 25294-2627 0107 00 Assessment Information: arIll 2010 2009 naTEE aka/1U; A . k EfEE= $0/ $1,464,429 $461 930 County: $0/ $1,484,429 $0/ $1,484,429 $0/ 51,464,429 $0/ $1,548,063 $0/ $1,548,063 50/ $1,548,063 City: School Board: Taxable Value Information: Year 2010 2009 razing Authority: Applied Exemption/ Taxable Value: , Applied Exemption/ Taxable Value: Regional: $0/ $1,464,429 $0/ $1,548,063 County: $0/ $1,484,429 $0/ $1,484,429 $0/ 51,464,429 $0/ $1,548,063 $0/ $1,548,063 50/ $1,548,063 City: School Board: Sale Information: Sale Date: 1/2007 Sale Amount: $1,900,000 Sale O/R: 25294-2627 Sales Qualification Sales which are qualified Description: View Additional Steles Additional Information: AC IVL i00 L. LLLti'''1',r•. ttleLacineEllii Aerial Photography - 2009 0 120ft H My ome 1 Property Information, 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy! Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp Page 1 of 2 Legend ert Property Boundary N Selected Property Street Highway Miami -Dade County Water w4 6/17/2011 17!101;:: t Miami Shores Village APPROVED BY DATE FloridaBuildingCodeEsrA,'-4:laii High Velocity Hun�icane Zone Uniform Permit , . Heaton _ • • c • monFAlunows Inf • Master Pernit No Contractor's Name on e .11.1' ;OMPLIANCE WITH ALL FEDERAL PrOCOSSAlltr A "'L, cni it iP /J3JI FR AND REGULATIONS Job Address / ' U 11)1 /� JUN 1 6 2011 lit Low Slope ❑ Asphaltic Shingles ROOF CATEGORY Mechanically Fastened Tile ❑' ❑ Metal PanetlShingles ❑ ❑ Prescriptive BUR -RAS 150 ROOF TYPE Mortar/Adheslvre Set Tile Wood Shingles/Shakes Are there Gas Vent Stacks? Yes❑ No lype: Natural❑ LPGX❑ ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1100 5-r -35-06 3c go() 3r Section B (Roof Rani, Sketch Roof Plarc 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. irrrrrrrrrr. ai. rrrr::■ rrrrrrrrrr... rrrrrrrommour .:r.rrrrrrrrrrprrrommminumm 1. ■.U.srrr.s mr'_ . q.s.■s...ss.■..■rss.rsss■si ■ ■U. ars.■ ■ ■..■■■■ i.Srrra. ag\.rrrr wnverrr.rrrlpl'IM frrrrr ouslimmumnpmermiirrimmosirioil `imormumumi 1 .. i■ i..► z■■■.. s. 1iiA■■.. ...►,l..ms.. ■. ■.s ■s..■■.p.■■MI■ ..■.. ■IU ■..■ ■..s..■>t t .■..■r■.■ EliN..■■.. t;■ s ■■ /.r...'i.. ■..s.s.......r■...■ ■....�.s ■. / / ■r..■.■ Nf■ isUr.•�l1..rrr:wommmmomm G.■. r.r..r.r.rr.rgrS:r ■rrarra.ssess mmmu rr.'r �r I ai'i�■ ■ ■srls ■s ►rrls.r:.■irm ■r..■ ■.s ■ ■s ■s ■UU.s.■. ■s I ■U ■'9 yes.a■ rArifmulimo■ sr�Jri■■■..■.■■ iM■■ s ..■.■s■.ss ■■..o.s.■�s...s ■s...■ snug Irr S.• SrrS r:.. M... rNA.. rr.:. r. MMr. r...... rr. .■..rrrr....rarr.r.rr.r..r.rrrr 1■• s ■. ■ss■■r lsrrrrr r...SrM \ El. r.. r#. rr1•Irrrrr..r:.r:rr..•Sr•rr.Mr' .SrO■r. 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U.. ...■ ■...olonsOUr.Ura■.r *CIUUC�aU U C:U •�Lmmonsm spourU.CC C I■. ■.■■ s ■■....... ■.s ■s■ ■ ■■s■ si ■s...■.i 123_01 -48 12/09 PAGE 2 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form 1 Section C (Low Stoned Roof System) Fill in Specific Roof Assembly Components and identify Manufacturer Ma component is not tidentify as'NA") System Manufacturer r)/ v Gi t S NOA No: -"OS - Oga.0 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: -GlCI• Z Pmax2: S2 6 Pm t3: I2.4. Max. Deslgrp,P re, From the Specific NOA System: 6 V Dedc Type: PLY too aD Gauge/Thickness: Slope: 18",, Anchor/Base Sheet & No. of Ply(s): )11 Anchor/Base Fastener/Bonding Material: Insulation Base Layer N f Base Insulation Size and Thldk ess: N /21 Base Insulation FaftenedBonding Material: A_?//1 Top Insulation Layer. n3 /jc Top Insulation Size and Thickness: fa`/a Fastener Sparing for Anchor/Base Sheet Attachment Fi&d:22oc© Lap, # Rows , CO _'oc Perimeter. C ' oc ? Lap, # Rows,_ tw, h. • oc comer: oc Lap, # Rows . L (;) 4_20c Number of Fasteners Per Insulation Board Field 13/ Perimeter /U /,n Comer A.)//1 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate,: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Sparing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. flits-r)06, SA fQ F Aph LLLb Top insulation F asng Material: do AlLniA, got. Base Sheet(s) & No. of Py(s): r` ar i• BrphInatngkei cdr Ply Sheet(s).& No. of Ply(s): 1 PC' el itAsioL SA ✓ Ply Stt__ pall/Bring t JV.DIC.e-i Top Py: ett.S7 S4 1 To pti` i Material: Surfacing: A-)1,4 FT. FT. Parapet t 1 eiv /0606 ® tG4S1O Aft. F rto —E1Afterim say VI &Cer -t. Mean Roof Height 123_01-48 12/09 PAGE 3 2011 ROOFING MATERIALS AND SYSTEMS DIRECTORY 49S ROOF- COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Base Sheet One or more layers "DUFLEX ", " POLYFLEX" (heat fused or mechanically fastened), "ELASTOBASE ", " ELASTOFLEX V" (hot mopped or heat fused) or Type G2 base sheet (hot mopped or mechani- cally: fastened). Ply Sheet (Optional): One or more layers "DUFLEX ", " POLYFLEX" (heat fused). "ELASTOBASE ", " ELASTOFLEX V" (hot mopped or heat fused) or Type G2 base sheet (hot mopped or mechanically fastened). Membrane: "DUFLEX G FR ", " POLYFRESKO TORCH FR" or "POLY - FLEX G FR" (modified bitumen), heat fused. 18. Deck: C -15/32 Incline: 1/2 Insulation:: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite /polyisocyanurate composite, perlite /urethane composite (2 in. min). Base Sheet One or more layers "DUFLEX ", " POLYFLEX" {heat fused or mechanically fastened), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base sheet (hot mopped or mech anically fastened). Ply Sheet (Optional): One or more layers "DUFLEX ", " POLYFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base sheet (hot mopped or mechanically fastened). ' Membrane " ELASTOFLEX S6 G " or "POLYFRESKO MOP" (modified bitumen), hot mopped. 19. Deck: C -15/32 Incline:1 Insulation 1/4 in. thick G-P Gypsum DensDed , perlite, wood fiber or glass fiber, l in., mechanically fastened. Ply Sheet Type G2, mechanically fastened. Membrane: "POLYFLEX ", heat welded. Surfacing: Monsey Products "Endure Aluminum Roof Coating", "Weather Check" or "Pro-Grade Aluminum Roof Coating", 1.5 gal /sq. 20. Deck: C -15/32 Incline: 2 -1/2 Barrier Board: 1/4 in (min) G-P Gypsum DensDeck® with all joints staggered 6 in. from the plywood joints. Base Sheet: Type G2, mechanically fastened. Membrane: " POLYFLEX G FR" or "POLYFRESKO TORCH FR ", heat fused in place. 21. Deck: C -15/32 Incline: 2 Insulation (Optional): Polyisocyanurate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness. Barrier Board: 1/4 in. (min) G-P Gypsum DensDeck®, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet: "ELASTOBASE" (poly /sand), mechanically fastened or "ELASTOFLEX SA V PLUS FR "or "ELASTOPLEX SA V FR BASE VENT" (self adhered). Ply Sheet (Optional): " ELASTOFLEX SA V PLUS FR" or "ELASTOF- LEX SA V FR BASE VENT", (self adhered). Membrane: "POLYFLEX SA P FR", "POLYFRESKO APP SA P FR ", "ELASTOFLEX SA P FR ", " POLYFRESKO SBS SA P FR ", " ELASTOFLEX SA V FR HT", (self adhered) or " POLYFLEX G FR ", " POLYFRESKO TORCH FR", " DUFLEX G FR ", " ELASTOFLEX S6 G FR ,' POLYFRESKO MOP FR ", "ELASTOSHIELD TS G FR ", heat fused. 22. Deck: C- 15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate 1.5 in. (min.) with all joints staggered 6-in. (min.) from the plywood joints. Base Sheet Type G2, mechanically fastened followed by "ELASTO- BASE", mechanically fastened. Ply Sheet (Optional): " ELASTOFLEX SA V PLUS FR" or "ELASTOF- LEX SA V,FR BASE VENT", (self adhered). Membrane ' POLYFLEX SA P FR ", ' POLYFRESKO APP SA P FR ", "ELASTOFLEX SA P FR ", "POLYFRESKO SBS SA P FR ", or "DUFLEX G FR ", " POLYFLEX G FR ", " ELASTOFLEX S6 G FR ", " POLYFRESKO MOP FR ", "ELASTOSHIELD TS G FR ", heat fused. 23. Deck: NC Incline: 2 Insulation (Optional): Atlas Roofing "ACFoam BI" or "ACFoam II" or Hunter Panels "H-Shield", any thickness. Base Sheet " ELASTOBASE" (poly /sand), heat fused or mechanically fastened or " ELASTOFLEX SA V PLUS FR" or " ELASTOFLEX SA V FR BASE VENT ", (self adhered). Membrane: " POLYFLEX SA P FR ", " POLYFRESKO APP SA P FR ", "ELASTOFLEX SA P FR ", ' POLYFRESKO SBS SA P FR", " ELASTOFLEX SA V FR HT', (self adhered) or "POLYFLEX G PR ", " POLYFRESKO TORCH FR ", " DUFLEX G FR ", " ELASTOFLEX S6 G FR ", " POLYFRESKO MOP FR ", " ELASTOSHIELD TS G FR ", heat fused. 24. Deck: C -15/32 Incline 3 Insulation (Optional): Polyisocyanurate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness. ROOF - COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Barrier Board: 1/4 in. (min) G-P Gypsum DensDeck®, mechanicca1l•:' -Y fastened with all joints staggered 6 in. from the plywood joints. Base Sheet: " ELASTOBASE" (poly /sand), mechanically fastened. Ply Sheet (Optional): " ELASTOFLEX SA V PLUS FR" or " ELASTOF LEX SA V FR BASE VENT", (self adhered). Membrane " ELASTOFLEX S6 G FR" or "POLYFRESKO MOP FR", hem fused. 25. Deck: NC Incline: 3 Insulation (Optional) : Atlas Roofing "ACFoam III" or "ACFoam II" Hunter Panels "H- Shield ", any thickness. Base Sheet "ELASTOFLEX SA V PLUS FR" or " ELASTOFLEX SA V BASE VENT" (self adhered). Membrane " POLYFLEX SA P FR ", " POLYFRESKO APP SA P " ELASTOFLEX SA P FR" or " POLYFRESKO SBS SAP FR" (self adh 26. Deck: NC Incline: 1/2 Base Sheet Type G1 or G2, mechanically fastened. Membrane: " POLYFLEX G" or "POLYBOND G ", heat fused: 27. Deck: NC Incline 3 Membrane " POLYFLEX SA P FR ", " POLYFRESKO APP SA P Fib` "POLYFRESKO SBS SAP FR "or "ELASTOFLEX SA P Fre (self adherefi 28. Deck: NC Incline:1 Insulation (Optional): Polyisocyanurate, any thickness. Base sheet (Optional): " ELASTOFLEX SA V PLUS" or " ELASTO SA V BASE VENT", self - adhered or "ELASTOBASE" (poly/sath mechanically fastened. Membrane: " POLYFLEX SA P" or " POLYFRESKO APP SA P" adhered. 29. Deck: C -15/32 Incline: l/2 Insulation: Polyisocyanurate (2 in min), glass fiber. (15/16 in. perlite /polyisocyanurate composite, perlite /urethane composite min). Barrier Board: 1/4 in. (min) G-P Gypsum DensDeck®, mechani4f, fastened, with 6 in. offset to plywood joints. Base Sheet " ELASTOFLEX S6" (heat fused or mechanically.. Membrane: "ELASTOFLEX S6 G " or "POLYFRESKO MOP", fused). 30. Deck: NC Incline: 1/2 Insulation (Optional) . Atlas Roofing "ACFoam III" or "ACFoam thickness. Base Sheet " ELASTOFLEX SA V PLUS FR" or " ELASTOFLEX SA BASE VENT", (self adhered). Membrane: "POLYKOOL SA" (self adhered). 31. Deck: 5/32 Incline: 1/2 Base Sheet G2 Base sheet mechanically fastened follo " ELASTOFLEX SA V PLUS FR" or " ELASTOFLEX SA V FR VENT", (self adhered). Membrane "POLYKOOL SA" (self adhered). 32. Deck: NC Incline: l/2 Insulation (Optional): Polyisocyanurate, any thickness. Base sheet (Optional): "ELASTOFLEX SA V PLUS" or "ELASP SA V BASE VENT", self - adhered or "ELASTOBASE" (poly mechanically fastened. Membrane: "ELASTOFLEX S6 G " or " POLYFRESKO MOr: fused. 33. Deck: NC Incline 1-1/4 Insulation (Optional): Any UL Classified isocyanate or pol ' any thickness. Base sheet: " ELASTOFLEX SA V PLUS FR" or " ELASTOFLEX SA BASE VENT', self adhered. Membrane: 'POLYKOOL SA" self adhered. 34. Dedc NC Incline 1 Insulation (Optional): Any UL Classified polyisocyanate, ness. Base Sheet " ELASTOFLEX SA V PLUS FR" or " ELASTOFLEX S_ BASE VENT", self adhered. Membrane "POLYBIANKO APP SAP", self adhered. Class B Fully. Adhered 1. Decks C -15/32 Incline: 1/4 Base Sheet Two or more layers "DUPLEX ", " POLYFLEX" sally fastened or heat fused), "ELASTOBASE ", Type G2 GAF Materials "GAFGIas #75 ", Johns Manville "GLASBASE" or "Vaporbar GB" (mechanically fastened or hot mopped in place) Membrane "DUFLEX ", " DUFLEX G" or " POLYFLEX G" bitumen), heat welded. LOOK FOR THE UL MARK ON PRODUCT MIAMI•DADT+ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 'date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Polyglass Self- Adhered Roof System over Wood Derks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 0822.10 and consists of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Acebo. M TT .DAD C UN APPROVED NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 1 of 20 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Materials Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS/APP/ TPO Wood -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification Elastobase 65' 2" x 3' 3 -3/8" ASTM D 4601 Elastobase P 5' 2" x 3' 3 -3/8" ASTM D6164 Elastoflex SA V 32' 6" x 3' 3 -3/8" ASTM D 6163 Vent Elastoflex SA V 32' 6" x 3' 3 -3/8" ASTM D 6163 FR Elastoflex SA V 32' 6" x 3' 3 -3/8" ASTM D 6163 Elastoflex SA P 32' 6" x 3' 3 -3/8" ASTM D 6164 FR Elastoflex SA P 32' 6" x 3' 3 -3/8" ASTM D 6164 Polyflex SA P 32' 6" x 3' 33/8" ASTM D 6222 Polyflex SA P FR 32' 6" x 3' 33/8" ASTM D 6222 Polyfresko SBS 32' 6" x 3' 3 -3/8" ASTM D 6164 SAP Polyfresko SBS 32' 6" x 3' 3 -3/8" ASTM D 6164 SAP FR Polyfresko APP 1 32' 6" x,3' 33/8" ASTM D 6222 SAP Product Description SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester reinforced base sheet. Partially self-adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self-adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self-adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 2 of 20 Product Polyfresko APP SAP FR PolyKool PolyBlanko Cold Process Adhesive PG 100 Asphalt Primer PG350 Mod Bit Adhesive PG400 Plastic Roof Cement PG425 Wet/Dry Roof Cement PG450 Flashing Cement PG500 MB Flashing Cement Polyplus 35 Premium Mod Bit Adhesive Polyplus 45 Premium Flashing Cement Polyplus 50 Premium MB Flashing Cement Polyplus 55 Premium Modified Flashing Cement Dimensions 32' 6" x 3' 3-34" 32'10 "x3'33/8" Test Specification ASTM D 6222 ASTM D6222 Type I 32' 10" x 3' 33/8" ASTM D6222 Type I 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. • or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube I, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube ASTM D3019 •Type III ASTM D41 ASTM D3019 Type III ASTM D4586 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4586 ASTM D4586 ASTM D3019 Type III ASTM D4586 ASTM D4586 ASTM D4586 Product Description Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a white film laminate on the top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a white film laminate on the top surface. A fibered cold process adhesive for use with roll or BUR roofing. A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. A fibered rubberized adhesive designed for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement for use in dry or damp conditions. A thick, fibered, rubberized flashing cement for use in dry or damp conditions. A thick, fibered, rubberized flashing cement. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A fibered rubberized adhesive designed for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A mastic compound for use as a roof flashing adhesive. NOA No.: 08- 0226,06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 3 of 20 APPROVED INSULATIONS: Product Name Polytherm, POLYTHERM Al Polytherm Composite ACFoam 11 ACFoam III High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens -Deck, Dens -Deck Prime H- Shield H- Shield CG ENRGY -3, JM ISO 3 Fesco Board Multi -Max, Multi -Max FA Securock APPROVED FASTENERS: Fastener Product Number Name 1. Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip 5. Metal Plate 6. Plastic Plate 7. Insul -Fixx HD Fastener APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate /perlite composite insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum. Gypsum insulation board Polyisocyanurate foam insulation Polyisocyanurate/perlite composite insulation Polyisocyanurate foam insulation Expanded mineral fiber Polyisocyanurate foam insulation Fiber reinforced coverboard TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Energy Products Atlas Energy Products Generic Generic Generic Georgia-Pacific Hunter Panels, LLC Hunter Panels, LLC Johns Manville Corp. Johns Manville Corp. RMax, Inc. USG Manufacturer Dimensions (With Current NOA) 27, x 3 '/4" Polypropylene locking 3" x 3 '/4" plate. Insulation and membrane Various fastener Galvalume AZ50 stress 3" square plate Polyethylene stresstplate 3.2" round Insulation fastener for steel Various and wood decks SFS Intec SFS Intec SFS Intec OMG OMG OMG SFS Intec NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 4 of 20 APPROVED FASTENERS: Fastener Number Product Name 8. Insul -Fixx S 9. Insul -Fixx P 10. Tru -Fast HD 11. Tru -Fast Plates 12. Tru -Fast Plates APPROVED SURFACING: Product Name PG200 Non - Fibered Roof Coating PG300 Fibered Roof Coating PG600 Non - Fibered Aluminum Roof Coating PG650 Fibered Aluminum Roof Coating PG700 White Reflective Roof Coating PG800 Non - Fibered Asphalt Emulsion Roof Coating PG850 Fibered Asphalt Emulsion Roof Coating Polyplus 65 Premium Fibered Aluminum Roof Coating TABLE 3 Product Description Galvalume AZ55 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Polyethylene plastic plate TABLE 4 Product Description A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered roof 11/2-2 gal /sq coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non-fibered aluminum roof coating. Dimensions 3" round 3" round 3" round 3" round Application Rate 11/2-2 gal /sq Fibered aluminum roof coating. A premium white elastomeric acrylic based roof coating (water - based). A polyester fabric may be used for reinforcement with this coating. An asphalt base, un-fibered clay emulsion An asphalt base, fibered clay emulsion Fibered aluminum roof coating. Manufacturer (With Current NOA) SFS Intec SFS Intec The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Specification Manufacturer TAS 140 Polyglass USA, Inc. ASTM D4479 1/2-1 gaUsq ASTM D2824 Type I 11/2-2 gal/sq ASTM D2824 Type III 1 -11/2 gal /sq ASTM D6083 3 gal/sq in two coats 3 gal/sq in two coats 11/2-2 gal/sq Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. ASTM D1227 Polyglass USA, Inc. ASTM D1227 Polyglass USA, Inc. ASTM D2824 Polyglass Type III USA, Inc. NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 5 of 20 • APPROVED SURFACING: Product Name Polyplus 60 Premium Non - Fibered Aluminum Roof Coating Polybrite 70 White Elastomeric Roof Coating Mule -Hide 111 Non - Fibrated Roof Coating Mule -Hide 102 Fibrated Roof Coating Mule -Hide 416 Standard Non - Fibrated Aluminum Roof Coating Mule -Hide 406 Standard Fibrated Aluminum Roof Coating Mule -Hide 401 Premium Fibrated Aluminum Roof Coating Mule -Hide 410 Premium Non - Fibrated Aluminum Roof Coating Mule -Hide 311 Emulsion Non - Fibrated Mule -Hide 301 Emulsion Fibrated Gravel Slag TABLE 4 Product Description Non- fibered aluminum roof coating. A premium white elastomeric acrylic based roof coating (water - based). A polyester fabric may be used for reinforcement with this coating. Anon- fibrated asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non - fibrated aluminum roof coating. Fibrated aluminum roof coating. Fibrated aluminum roof coating. Non- fibrated aluminum roof coating. An asphalt base, un- fibered clay emulsion An asphalt base, fibered clay emulsion To be installed in a flood coat of approved asphalt at 60 lbs/sq To be installed in a flood coat of approved asphalt at 60 lbs /sq Application Rate Specification 1/2-1 gal /sq ASTM D2824 Type I 1 -11/2 gal/sq ASTM D6083 11/2-2 gal/sq TAS 140 1'A-2 gal/sq ASTM D4479 1/2-1 gal/sq ASTM D2824 Type I 11/2-2 gal/sq ASTM D2824 Type III 1V2-2 gal/sq ASTM D2824 Type III Manufacturer Polyglass USA, Inc. Polyglass USA, Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. %z -1 gal/sq ASTM D2824 Mule -Hide Type I Products Co., Inc. 3 gal/sq in two coats 3 gal/sq in two coats 400 lbs/sq 300 lbs/sq ASTM D1227 ASTM D1227 N/A Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Generic N/A Generic NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 6 of 20 EVIDENCE SUBMITTED: Test Agency Test Name/Report Report No. Date Factory Mutual Research 4470 J.I. 3001334 02.15.00 Corporation 4470 J.1. 3000857 01.12.00 4470 J.I.3004091 01.12.00 Underwriters Laboratory TAS 114 00NK20869 06.08.00 Trinity 1 ERD TAS 114 11751.05.03 05.30.03 TAS 114 11758.08.03 08.11.03 TAS 114 P1738.02.07 02.05.07 TAS 117(B)- -ASTM D903 020841.06.04 06.02.04 TAS 114 11757.12.00 -1 12.01.00 TAS 114 11757.04.01 -1 04.27.01 TAS 114 -J P9260.03.08 03.21,08 TAS 114 4 P7860SC.11.08 1130.07 TAS 117(B) -ASTM D6862 C8500SC.11.07 11.30.07 ASTM D6164 / ASTM D6222 P10490.08.08 08.13.08 ASTM D6164 / ASTM D6222 P10490.10.08 -R1 10.03.08 ASTM D6222 P7400.03.08 -R1 04.04.08 TAS 114(D) — ASTM D1876 P10070.10.08 10.09.08 ASTM D6222 P10490.10.08 -2 1030.08 PRI Asphalt Technologies ASTM D6222 PUSA - 061 -02 -02 01.28.08 ASTM D6222 PUSA- 062 -02 -02 12.04.08 ASTM D6163 PUSA- 064 -02-02 02.27.08 NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 7 of 20 Deck Type 1: Wood, Non - Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or #8 wood screws at 6" o.c. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below: Fastening: Ply Sheet: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced sta.41ered rows in the center of the sheet. One or more plies of Elastoflex SA V or Elastoflex SA V FR self - adhered. Membrane: One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P, PolyBianko, PolyKool or Polyflex SA P FR self adhered. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General limitation #7.) Deck Type 1: Wood, Non- Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with 8d conunon nails at 4" o.c. or #8 wood screws at 6" o.c. System Type E(2): Base sheet is mechanically attached to roof deck. All General and System Limitatio Ply- Base Sheet: One ply of Elastobase o ' astobase P fastened to the deck as described below: Fastening: Attach base sheet using 11 ga. nular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" .c. in three equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V or Elastoflex SA V FR self - adhered. Membrane: One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P, PolyBianko, PolyKool or Polyflex SA P FR self adhered. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General limitation #7.) NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 17 of 20 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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. Alt other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered 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 comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered 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 (Le. 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 applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 20 of 20 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Fore 1 Section D (SteeD Sloped Roof System) Roof System Manufacturer: Naucewil iJ)I6. Notice of Acceptance Number: 10-077% D3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: GI (C P2: e') ) P3: - 9,5-, / Maximum Design Pressure f (From the NOA Specific System): /. 7 Method of the attachment: ii& 4nAll j Roof Slope: :12 SteeD Sloped Roof System Description Deck Type: e'wocp ype Underlayment: nsulatlon: Ridge Ventpation7 /Uhl 3 O 445111 Dalai_ ity,0 re Berner: Nla astener Type & Spacing: fd doirip dheslve Type: Mean R o o f Height: 1 7 - ype Cap Sheet: ir 4,Dkuto oof Covering: //moA) Ftri fi& Type & Size Drip dge: 3" xitu„ti 123_01-48 12/09 PAGE 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Fonn Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwlth the values from Mr. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculationsger RAS 127" n, p (Pt: - YA. t3i0 a ^IS".. ) -Mg: T. _ 'rr .03 NOA Mr .Vlb (Ps: : X , g3 O a 3j ) —'Mg: _ ' ! NOA F. (P3' ' x ) 6 se —3/ ) — Mg: %.05 = S , NOA Mr Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance (M) From Table Below NOA mi Mr Required Moment Resistance* *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each areaof the root; then the tile attachment method is acceptable. Method 3'"Uplift Based Tile Calculations Per RAS 127" (Pi : z l: _ _ „_ z w: =.,..._) - W: _ z cos 8: = Fd: NOA F (Pa : x L• = z w: ) — W: a eos 0: = Fa: NOA F' (P3: z1: =_z w•= ) —W: zeos8 :_= Fes: NOA F Where to Obtain Information Description Symbol Design Pressley P1 or P2 or P3 Where to find RAS 127 Table 1 or by an mrolysis pruned ned by PE based on ASCE 7 Mean Roof Height H Roof Slope Aemdynamfio' Restoring Moment due to Gmvity Attachment Reaistffioa e Job Site Job Site it NOA Ma NOA Mt NOA Required Moment Resistance lbl: Minimum Attadmtent 1?' Calculated NOA Requited UFNBResistance Calculated Ave Ti � Tfie hnem la length w= width NOA NOA All t o s must be submitted to the Building Official atthetimeofpennitapplication. 123_01 -48 12/09 PAGE 5 MIAM!•LaADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL. 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #09- 0928.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Flat Profile Roofing Tiles Material: Concrete 1. SCOPE This is a new system using Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate, as manufactured by Hanson Roof Tile Inc. in Deerfield Beach, Florida 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 Hanson Flat Tile 1= 17.25" TAS 112 Flat, interlocking; concrete tile equipped with w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Slate 1 = 17.25" TAS 112 Flat, interlocking, concrete tile equipped with w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Chalet Shake 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Southern 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with Shake w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Victorian 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with Slate w =13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier IBA Consultants, Inc. 2381 -265 Redland Technologies 7161 -03 Appendix III 94 -084 The Center for Applied Engineering, Inc. Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Date Feb. 2008 Dec. 1991 May 1994 NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09 /15/10 Page 2 of 8 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. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 94 -060A 25- 7094 -2 25- 7094 -8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 13343.1 520109 -1 520111 -4 520191 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing TAS 102 (2 Qudc -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 2006 Dec. 1998 March 1999 May 2006 May 2006 February 1996 April 1996 December 1996 March 1995 April 1999 NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 3 of 8 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 (Ibf) Length -I (ft) Width w (ft) Hanson Flat Tile including Slate, Chalet Shake, Southem Shake, and Victorian Slate 11.6 1.4375 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application 0.304 A (ft3) Direct Deck Application 0.330 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09 /15/10 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft-ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Hanson Flat Tile including Slate, Chalet Shake, Southem Shake, and Victorian Slate Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.53 8.25 7.46 8.17 7.35 8.05 7.20 7.88 7.02 7.69 6.83 7.48 NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09 /15/10 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Flat Tile including Slate, Chalet Shake, Southem Shake, and Victorian Slate 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a min. of 2%z" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Flat Tile including Slate, Chalet Shake, Southem Shake, and Victorian Slate Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate PolyPro TM 118.9" PolyPro M 40.4° 4 Large paddy placement of 45 grams of PolyPro'TM. 5 Medium paddy placement of 24 grams of PolyProT. Table 7: Attachment Resistance Expressed as a Moment - Mt(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Hanson Flat Tile including Slate, Chalet Shake, Southem Shake and Victorian Slate Mortar Setb 43.9 6 Tile -Tite Roof Tile Mortar. NOA No.: 10- 0706.08 Expiration Date: 04 /10/13 Approval Date: 09/15/10 Page 5 of 8 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 ". • • ••• • • ••• ••• • • • •• ••• •• • ••• • AND /OR ••••_ ••••• • • • ••• • • • • • • • • • • •• •••• • ••00 • 11 HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND VICTORIAN SLATE (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. (.1rI I i'-t.7z.(.I I 'II APPROVEDI NOA No.: 10 -0706.08 Expiration Date: 04 /10/13 Approval Date: 09/15/10 Page 6 of 8 PROFILE DRAWINGS HANSON SLATE TILE CHALET SHAKE TILE NOA No.: 10- 0706.08 Expiration Date: 04 /10/13 Approval Date: 09/15/10 Page 7 of 8 SOUTHERN SHAKE VICTORIAN SLATE END OF THIS ACCEPTANCE NOA No.: 10- 0706.08 Expiration Date: 04 /10/13 Approval Date: 09/15/10 Page 8 of 8 • Owner's Notification Form 07 MIAMI "Delivering Excellence Every LDayP' SECIION 1524 HIGLI VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFINGCJONSIDERATIONS 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 pemit, and to explain to the owner the content of this section. The provisions of Cdr 15 of the Florida Baking 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 between the owner and the contractor. The owner's initial in the designated space indicates that the been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ) 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 of the agreement between the owner and the contractor. 2. Rena7ing wood decks: When replacing roofing, the existing wood roof deck may have to be ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida 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 i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or should notify the occupants of 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 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 this appearance. 5. Ponding water. The current roof system and/or deck of the building may not drain well and may 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 itil��" • system is removed Ponding conditions should be corrected. ►(rr 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o 'r. .. • :. 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 requirements of Chapter 15 and. 16 herein and the Florida Building Garb Plwwnbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the or of the structural assembly (the buil. ' itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, desi 4, _ • by a F orida licensed engineer or registered architect to eliminate the attic venting, venting shall not ti r-. it& tZ,W_ 1 i f1 5 r Ownefs/Agent's Si 1.11 ..II I-z Contractor's Signature: Property Address: AS-C) Date: Permit Number: