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RF-13-158Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184827 Permit Number: RF -1 -13 -158 Scheduled Inspection Date: March 18, 2013 Inspector: Bruhn, Norman Owner: Job Address: 10504 NW 2 Avenue Miami Shores, FL 33150 -1227 Project: <NONE> Contractor: PARK ROW ROOFING OF SOUTH FLORIDA INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360020010 Phone: (954)691 -8446 Building Department Comments RE -ROOF SLOPE AND FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 15, 2013 For Inspections please call: (305)762 -4949 Page 15of54 ACB2 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954 - 245.8976; Fax: 954.301.7776 5230 NE 18m Avenue Fort Lauderdale, FL 33334 3/15/2013 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Park Row Roofing Test Date: 3/15/2013 Permit # RF -1 -13 -157 P roperty Address: New Spring LLC 10504 NW 2 Avenue, Miami Shores, Fl Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 17.53 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0 -100 Serial number: 243454 Test Location Perimeter Area: 7.53 sq Field Area: 10.00 sq No. of Corner: 9 Ridge Areas: 86 pcs Total Number of Tests Field Uplift Pull Test Test results 8 10 9 7 Important: As per FBC 2010 Passed As per FBC 2010 Passed As per FBC 2010 Passed As per FBC 2010 Passed These laboratory results can change due to future weather impacts and /or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2 E Inc. (NOA 09- 1005.01) Antonio evedo, PE Fla. Reg. No: 36466 Jt«l26/3 ACB2 Engineering Inc. Enginearin,g and Lab sew • 5230 NE 18th Avenue Fort Lauderdale, Florida 33334 Plume: (954) 2454976 Fax (954) 301 -7776 .-� - — - - _ — 7- T w Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ail l -Al z s�' zip RE. Permit # SATE: INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, p 0- (Print name and circle License Type) License #: C e- :Geo FS 468 Building Inspector On or about • *z LAD a , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (: -don 553.: F.S) Signature State of Florida County of Dade: BOB N MOREO :' MY COMMISSION 11 EE848272 Y.:•' EXPIRES January 28 , ?" -- aae.o,$3 Florid* Seniea oom The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me day of ,Fe;_fir Notary Public, Sate of Florida a 'General, Building, Residential, or Roofing Contractors or any individual certified 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 inspection Revised on 5/21/2009 BU LDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: JOB ADDRESS: FyBCC 20, y� Permit No. a ► ✓ g Master Permit No. BUILDING ROOFING taccLi j'J j 2-ND HaitA,C City: Miami Shores County: Miami Dade Folio/Parcel #: 1 \, c IL3(0 — € —00 (Q Is the Building Historically Designated: Yes NO Zip: 331 Sl) Flood Zone: A13E C'l'ag 1 OWNER: Name (Fee Sim ple Titleholder): 1\e--0, �� -iN' &\ - Wtvtj Pho e# j) P -: ja' Pc S,0- Address: City: State: Ufr ( 11/4.,)C Tenant/Lessee Name: Email: bu 'buk. ( CaOut. Ines -'t1 ie Vvb I CONTRACTOR: Company Name: /2-ew. Phone #: Address: 7043 e, . Aas City: 1;Z State: 1r40. Zip: c=900311 Phone#: ._ 71- -42/8Vvi Zip Qualifier Name: Phone#: (Fly '� �® ��� State Certification or Registration #: Ce'4- 16.17 . Certificate of Competency #: Contact Phone #: ?Se' c 7/ .1 fyr Email Address: "'VA 4460faelto€412, /PAZ C Phone #: e."---- DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: ❑Additio ' ❑Alteration Description of Work: % ° � , V S �� J A 00C/Cas 1 Square/Linear Footage of Work: New ❑Repair/Replace UDemolition Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AbI'IDAVIT: 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 inapectfrm .which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection 01 'o , app and a reinspection fee will be charged. Signature Y Of" SP���G UL Signature M1 wner or Agent �� 1 /�Pivw}�P� Contractor The foregoing instrument was acknowledged before me this IS 1-h The foregoing instrument was acknowledged before me this day of , 20 S3_, by Noe_ Q --t \\b, 5 5eX YY\ , day of , 20 , by who is personally known to me or who has produced \/rr� who is personally known to me or who has produced -ttJ LZC, As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: g �. �Z Si y %, Sign: Print: , U.)00,4 S Print: My Commission Expires: 7„..11 3 i , a. 00-1- My Commission Expires: "73^131 * M******** ***** ****#*+k*** ********** *N *** **** *ffi*s k******** B***M ********** *********** *****6**jNNa******N ********* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip /..11.p/L Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip /.71‘,/iJ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w not be R;: ro '° .: <nd a reinspection fee will be charged. Signature Owner or Agen The fore .g instrument was acknowledged before me this day of , 201 =°by I 'h Cd4 J'Aeow who is personally known to me or w NOT Si as produced and who did take an oath. My Commission Expires: f �(PiR Jzinuary 26, 2013 -0.5? F- idaNryService.com Signature /1 is The foregoin day of Contractor ment was acknowledged before me this £-, 20` y r I.r , #' who is personally known to me or who has produced as ation and who did take an oath. NOT Sign: Print: UB My Commission *&******************** Brlr$*********** yr********** ************B******aft**** **rlr APPROVED BY <3 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ROk f- ` '4 ORE. °•° MY COMM S _A # DD354711 EXPIRES' ,..; r ,tary 26, 2013 i -0469 FIor.1e {S -, Serice. •m Zoning Clerk NOTICE OF CO ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA'. COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements MI be made to certain reel property, and in accordance with Chapter 713, Florida Statutes, the followng information is provided in this Notice of Commencement. 111111111111 11111111111111111111 1111111111111 CFN 2e_e 138010 772 OR Bk 28476 Ps 4122; LIPS} RECORDED 02/06f2013 11:560117 HARVEY RUVINv CLERK OF COURT NIAi'II -GAGE COUNTY FLORIDA LAST WAGE Space above reserved for use of recording office 1. Legal description of roperty and street/address: shore. tc4 14r6'r ?B • 43 -S5 L-aT i 5 t -/ . gOO',12,5 C Oc 7-3 4,O -6.134 OS 2 oo5 'L / I oSo4 N W z 1J P AAP6N LAB"' Its 1 A-hi b s-florms, , 31sz to 2. Description of improvement: 3. Owner(s) name and address: t°36V4 Sfgute16- 1,04,C0 g Pei �� ;� 2 Interest in property: Feg Sl 12 °�� . ,'.; le.,/-100 O u Name and address of fee simple titleholder W S "- NI U. 4. Contractor's name, address and p ne num 5. Surety: ayment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone mber: fro ":1 Pin iv 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, address and phone number. SKI, P S'�Y 9 ? •. ' �' e CS e toy cis # V ;, 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ' •RDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. c _ ND TO OBTAIN FINANCING, CONSULT WITH YOUR. G + OF " l , a ING WORK OR RECORDING • R NOTICE 0 . �MMENCEMENT. P t + ; . ; ;V s{b �tf l a: ' K ..� if11slsa�Prllf�l;Dl /fAfitgg ,r�3N ROOIn MOOfi 9 On Oat, of Signature(s) of Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The ) going instrument was acknowledged before me this day of anndividually, or Zi as By, e /, "''"9 -7 for Z1 Personally known; or produced the following type of identification: Signature of Notary Public: Print Name: ' Authorized Officer/Director/Partner /Man Prepared By Print Name Title /Office n Y rilaiifC (fir., 01 Eumant VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Und; .enalties of pe I declare that I have read the foregoing and th the acts stated in it ar true, to the best of my knowledge and belief. Sign By • e er(s) or a wner(s)'s Authorized Officer /Director /Partner/Manager who signed above: 123.01 -52 PAGE 3 3/1 By Miami Shores Vit;age Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 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. To: Miami Shores Village Building Department Date: V r 2-03 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: N e N Property Address: 105014 IJ v% 7--ND / L.(E NA-11A I Ski , a2 33 )0 Roofing Permit Number: Dear Building Official: y r I he. e SStW' i� ew n\' , U-certify that I am not required to retrofit the roof to wall connections of my building because: "J The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions outh Florida Building Code (1994 SFBC) e1 -5 seArt-,t (Uj" Wa APAA-1 Print Name Signature State of Fla ,/� h 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 304-@ ® �c Notary Public, Sate of-fferida at Lar (B+ day of ,3. twx1 2313 J 7Z .i '7373 -74 ? . 7 -3i -14 • When the just valuation of the structure for purpose o ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 ACTIVE TOOL: SELECT Miami -Dade My Home My Home Show Me: !Property Information Search By: Select Item _71 U Text only Page 1 of 2 Q n iiii61 Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 2136 -002 -0010 Property: 10504 NW 2 AVE Mailing WELLS FARGO BANK NA Address: 1 Living Units: 3476 STATEVIEW BLVD Adj Sq Footage: FORT MILL SC Lot Size: 29715- Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,974 Lot Size: 8,987.50 SQ FT Year Built: 1944 $0 /$185,645 SHORELAND HGTS PB Legal 43-85 LOT 1 LOT SIZE Description: 71.900 X 125 COC 23740 -0934 08 2005 1 $0/$185,645 OR 28016 -0088 0212 12 Assessment Information: Taxable Value Information: Year: 2011 2010 Land Value: L44,578 $44,578 $49,611 Building Value: $141,067 $141,285 Market Value: $185,645 $190,896 ssessed Value: $185,645 $190,896 Taxable Value Information: Year: 2011 2010 $120,100 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable institutions Value: Value: Regional: $0/$185,645 $0I$190,896 County: $0 /$185,645 $0/$190,896 City: $0/$185,645 $0/$190,896 School Board: $0/$185,645 $0/$190,896 Sale Information: Sale Date: 2/2012 Sale Amount: $120,100 Sale O /R: 28016 -0088 Sales Deeds to or from financial Qualification Description: institutions View Additional Sales Additional Information: Click here to see more information for this roperty: Community Development District Community Redevelopment Area Pmnnwerment 7nne Aerial Photography - 2009 0 112 ft My Horne I Property Information l Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site 1 Phone Directory I Privacy I Disclaimer tf 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. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water w+ http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/24/2012 DBPR - DUNNE, RICHARD JOHN; Doing Business As: PARK ROW ROOFING OF S... Page 1 of 1 Licensee Details Licensee Information Name: Main Address: County: License Mailing: LicenseLocation: County: License Information License Type: Rank: License Number: Status: Licensure Date: Expires: Special Qualifications Construction Business 12:56:51 PM 1/29/2013 DUNNE, RICHARD JOHN (Primary Name) PARK ROW ROOFING OF SOUTH FLORIDA INC (DBA Name) 2603 SW 84TH TERRACE DAVIE Florida 33328 BROWARD 2603 SW 84 TERR DAVIE FL 33328 BROWARD Certified Roofing Contractor Cert Roofing CCC057360 Current,Active 03/05/1996 08/31/2014 Qualification Effective 02/20/2004 View Related License Information View License Complaint 1940 North Monroe Street. Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA /EEO employer. Convriaht 2007 - 01 tote of Florida, privacv Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Please see our Chapter 455 page to determine if you are affected by this change. https:// www. myfloridalicense .com/LicenseDetail. asp ?SID= &id= 8738836AF4F78E18BE0... 1/29/2013 6 ^�5 D . an+�wr. p� wit AC# 6158835 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ #L1206110074 DATE BATCH NUMBER LICENSE NBR 06/11/2012 110423881 CCC057360 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter Expiration date: AUG 31, 2014 DUNNE, RICHARD JOHN PARK ROW ROOFING OF SOUTH FLORIDA INC 2603 SW 84 TERR DAVIE FL 33328 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY AC# 6158944 Cum auna ,OTZP,re t 't 1 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ #i,12o61100857 DATE BATCH NUMBER LICENSE NBR 06/11/2012 110423882 CGC054317 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 DUNNE, RICHARD JOHN PARK ROW ROOFING OF SOUTH FLORIDA ' INC 2603 SW 84TH TERRACE DAVIE FL 33328 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY _a .rm►c =s•a- 11...wmilt e.ra����� 4� ���cv� �izw +irar_V `ay�r ti 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: Business Name: PARK ROW ROOFING Owner Name: RICHARD JOHN DUNNE Business Location: 7000 NW 89TH AVENUE TAMARAC Business Phone: Rooms. Seats Employees 4 Receipt #:ROOF NG /SHEET METAL CO Business Type: (ROOFING) Business Opened:o8 /o1/2009 State /County /Cert/Reg:ccco 57360 Exemption Code: ' Machines Professionals Number of Machines: For Vending Business Only Tax Amount Transfer Fee NSF Fee Penalty Prior Years + r Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: RICHARD JOHN DUNNE 7000 NW 89TH AVENUE TAMARAC, FL 33321 2012 - 2013 Receipt #01A -11- 00010660 Paid 09/04/2012 27.00 A • a CERTIFICATE OF LIABILITY INSURANCE EDASAM DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED 6/29/2012 10:06 AN CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OOR ALTER THE COVERAGE FFORDEDCBY THE POEC IESIBELO THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. W' IMPORTANT: If the cerficate holder is an ADDITIONAL INSURED, the policy(les) 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 Highpoint Risk Services LLC 5510 LSJ Freeway, Suite 1200 Dallas, TX 75240 INSURED: AMS 1 /c /f: PARK ROWS ROOFING OF SOUTH FLA INC. 5970 NW 46 AVE TAMARAC, FL 33319 Phone: (954) 691 -8446 Fax: (954) 657 -8042 COVERAGES CERTIFICATE NUMBER: AC12- 13700152 - 1123853 OF INSURANCE LISTED REVISION NUMBER: CONTACT NAME: PHONE (A/C. NO, MAN E- 555.5055555: 800) 728 -0623 INSURERS AFFORDING COVERAGE INSURER A: CORpan IFAX (A/C, NO). (972) 404 -0380 on Froper -y an Casua:ty = nsurance Company NAIC # INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: 12157 THIS IS TO CERTIFY THAT THE POLICIES STED BELOW HAVE BEEN ISSUED TO THE INSURED NAME 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 MA`( HAVE BEEN RFDUCFD BY PAID CLAIMS RR TYPE OF INSURANCE ADDL SUeR INSR WVD POLICY NUMBER A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ICLAIMS MADE ❑ OCCUR GEN'L AGGREGATE LIMIT APPLIES PER POLICY I—I 'ECT 1 1 LOC AUTOMOBILE LIABILITY ' 1 ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS UMBRELLA LIAR CLAIMS -MADE EXCESS LIAR OCCUR DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPERIETOR/EXECUTIVE Y!N OFFICER.MEMBER EXCLUDED? (Mandatory In NH) 8 yes, describe under SPECIAL PROVISION below 0 0 0 0 0 0 N/A 0 DPE26272740260 0 0 DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES(Attee had ACORD101, Additional Flo 1. This certificate xemei0s in effect, provided the RNA v Ta e 0.s n$ provided r any e plo or which -7 i� Q � 101 Insured ei aaTtordeo Workers po icy for empoyees lease from AMS. CERTIFICATE HOLDER MIAMI SHORES VILLAGE BLDG. DEPT. 10050 N.E. 2ND AVE. MIAMI SHORES, FL 33138 ACORD 25 (2010/05) DATE (MM/DS/yY) DATE (MM/DDm) LIMITS EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (My one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ $ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ EACH OCCURRENCE $ AGGREGATE $ $ 04/01/2012 04/01/2013 Cg X I TORY LIMITS I I OT ER E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 1000000 E.L. DISEASE - POLICY LIMIT $ 1000000 irks Schedule, II more space Is required theeclientppcieunot1reegpqorrTtQnd tionO &SEmployersOliability standing o�iwith AMS. aslaaCco -empg yereunder 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 right reserved PARKR -2 OP ID: PR "��" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/20/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. HOLDER. THIS BY THE POLICIES AUTHORIZED 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 954- 561 -2220 Gulfstream Insurance Group Inc P.O. Box 8908 954- 566 -0673 Fort Lauderdale, FL 33310 -8908 David Arch CONTACT NAME: PHONE 1 FAX ext): (ac, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Hermitage Insurance Co HGL56842712 INSURED Park Row Roofing of South Florida, Inc. 7000 NW 89 Avenue Tamarac, FL 33321 INSURER B INSURER C : 09/21/12 INSURER D : DAMAGESO( RENTED ante) INSURER E : INSURER F : CLAIMS -MADE • _ - - E V hanari IY V IVIOGr'. 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. INSR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF POLICY EXP (MM/DD /YYYY)'(MM /DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY HGL56842712 I EACH OCCURRENCE $ 1,000,000 09/21/12 09/21/13 DAMAGESO( RENTED ante) $ 50,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ Excluded PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE POLICY OLICY LIMIT APPLIES PRO- I JECT PER: LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS ( SCHEDULED AUTOS ANON-OWNED i COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N IN /A I WC STATU- i TORY LIMITS , OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Roofing—residential/commercial, three stories and under; Deductible per claim - $1,000.; Blanket Additional Insured. CANCELLATION MIASHOR Miami Shores Village Bldg Dept. 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 26 (2010/05) The ACORD name and logo are registered marks of ACORD Licensed & Insured • State License Ccc057360 Phone (954) 691- 8446 Proposal J crnFi Now Jluvfing. 7000 NW 89 Avenue Tamarac, Florida 33321 Residential Re- Roofing Tile /Shingle /Flat Roof Fax (954) 657- 8042 Name NEW SPRINGS LLC Phone (703) 293 -9222 Date 7/26/2012 Street PO BOX 2382 Job Name RE -ROOF MAIN AND FLAT ROOF AREA City, State, & Zip Code FAIRFAX VA 22031 Job Location 10504 NW 2 AVE MIAMI SHORES Architech NONE Contact ABE Job Phone (703) 293 -9240 We hereby submit specifications and estimates for: ROOF CONTRACT MAIN SLOPE, AND FLAT ROOF. EAGLE TILE . REAR GARAGE ROOF NOT INCLUDED. 1. REMOVE EXISTING ROOF DOWN TO WOOD ROOF DECK, REPLACE UP TO 2 SHEETS OF PLYWOOD OR 50 LINEAL FT OF T & G DECKING ANY ADDITIONAL WILL BE EXTRA CHARGE SEE PRICE LIST. 2. TIN CAP 1 LAYER OF 30LB FELT NAILED ACCORDING TO CODE, AND HAVE INSPECTED. 3. INSTALL ALL LEAD STACKS, ROOF JACKS,VALLEY METAL,3" EVE DRIP, & BREAK METAL. 4. APPLY A MINERAL SURFACE TILE UNDERLAYNMENT HOT MOPPED TO BASESHEET. 5. INSTALL A FLAT 13" CEMENT ROOF TILE, EAGLE (BEL AIR) COLOR CALIENTE # 4560 TO BE INSTALLED IN A NAIL APPLICATION ACCORDING TO CODE, AND HAVE INSPECTED BY MIAMI SHORES BUILDING DEPT. 6. FLAT DECK WILL RECIEVE A COMPLETE MODIFIED ROLL ROOF SYSTEM RAS # 150. PRICE INCLUDES ALL LICENSES,TAXES, INSURANCES,PERMITS, LABOOR & MATERIAL. ANY ADDITIONAL WOOD,ROOF DECKING, ROOF RAFTERS, FASCIA, SOFITT WILL BE ADDITIONAL CHARGE, SEE PRICE SHEET. We Propose hereby to furnish material and labor -- complete in accordance with above specifications, for the sum of: THIRTEEN THOUSAND THREE HUNDRED FIFTY $13,350.11 Payment to be made as follows: ONE THIRD DOWN AND BALANCE ON COMPLETION All material is guaranteed to be as specified. All work to be completed in a Autho e workmanlike manner according to standard practices. Any alteration or Sign • ` ure deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays Note: This beyond our control. Owner to carry fire, tomado, and other necessary insurance. Our accepted workers are fully covered by Workman's Compensation Insurance ,Y • ` Bob Moreo proposal may be withdrawn by us if not .within days Acceptance Of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance 7/26/2012 Signature , - Moreo t; 11 )� -� /1 d 12/z. r �/ t l�'L� Signature Bob Park Row Roofing of South Florida, Inc. License # CCC057360 7000 NW 89th Avenue, Tamarac, FL 33321 Phone: (954) 691 -8446 WOOD PRICING LIST PLYWOOD PER SHEET 3/4" $ 45.00 2X4 RAFTER SUPPORTS $ 2.25 PER FT. 2X6 RAFTER SUPPORTS $ 2.75 PER FT. FASCIA 1X6 $.2.25 PER FT. FASCIA 1X8 $ 2.50 PER FT. FASCIA 1X10 $ 2.85 PER FT. 1X2 FURRTING $ 0.50 PER FT. Prepared by/Retora to: The Florida De$uk Law Group, PL Jonathan Mesker 4921 Memoria1H1ghway, Suite 100 Tampa, Florida 33634 File Number: R12027103 (Space Above This Line For Recording Data) Special \warty 1, eed This Special Warranty Deed made this U day of 2012, between Federal Home Loan Mortgage Corporation whose post office address is 5000 o Parkway, Carrollton, TX, 75010, grantor, and New Spring. LLC, whose post office address is 10504 NW 2nd Avenue, Miami, FL 33150, grantee: (Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, andthe successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the rec°.ipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the fallowing described land, simatfi, lying and being in theMiami Dade County, Florida, to-wit LOT 1, OF SHORELA•ND HEIGHTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 43, PAGE 85, OF ^I HE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. Parcel Identification Number: 112136- 002 -0010 This deed is being executed by virtue of a power of attorney recorded on May 31st, 2012, in Offcial1ecords Book 21152, Pages 440443, of the Public Records of Hillsborough County, Florida. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is Lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. In Witness Whereof; grantor has hereunto set grantor's hand and seal the day and year shown in the aclmowledgement below. Signed, sealed and delivered in our presence: 1 _41A. .�. itnessName: Witness Name: ryy any Diana M. DeCrane State of Florida. County of Hillsborough (J' The foregoing instrument was acknowledged before rue this `S day of ( VAL . 2012, by Tina Workman . as Authorized Signor of the Florida Delimit Law Group, PL, on behalf of the corporation, who (.Lis. /areyersonally known tome or ( ) has/have produced as identifiication. Federal Home Loan Mortgage Corporation By da Default 7,aw Group, PL as a to innfact By: Tina Workman Its authorized signor SUSAN Nt BROOKS : EXPIRES February 27, 2016 "'rJ7i^ a ByRItl9Nolmodol aacm (gQTj 948.0163 My Commtccion Expires: CERTIFICATION Please be advised that New Spring, L.L.C. is a limited liability company organized under the laws of the Commonwealth of Virginia. Please be further advised that Abbas Ghassemi (also. commonly known as Abe Ghassemi) is the Sole Member of New Spring, LLC and retains all management, control and authority over the maintenance and operation afNew Spring, L.L.C. The undersigned Sole Member of New Spring, LLC hereby certifies that the above is true and accurate. /1/ZiP/3 Abbas Ghassemi, Sole Member New Spring, LLC City /Cot kyof FeCrAg Commonwealth/State of • r„ r The foregoing acknowledged before me tmk- -_.day of 20,. by4ts -� 41'r. Mvarintsion iteea . 1-.. �. , Folio 11- 2136- 002 -0010 Property Address 10504 NW 2 AVE Owner Name(s) NEW SPRING LLC Mailing Address P O BOX 2382 FAIRFAX VA 22031 Primary Zone 0800 SGL FAMILY - 1701 -1900 SQ Use Code__ 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/1/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,964 Lot Size 8,987.50 SQ FT Year Built 1944 Legal Description SHORELAND HGTS PB 43 -85 LOT 1 LOT SIZE 71.900 X 125 COC 23740 -0934 08 2005 1 OR 28213 -4849 0712 12 Current Previous Year 2012 2011 Land Value Building Value $44,578 $140,847 / $141,067 Market Value $185,425 $185,645 Assessed Value $185,425 $185,645 Exe Current Previous Year 2012 2011 Homestead $0 $0 2nd Homestead $0 $0 Senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 Widow(er)__ $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Carlos Lopez - Cantera Property Appraiser A N Aerial Photography 2012 Current Previous Year 2012 2011 Exemption/Taxable Exemption /Taxable County $0 / $185,425 $0 / $185,645 School Bo, d! $0 / $185,425 $0 / $185,645 City $0 / $185,425 $0 / $185,645 Regional $0 / $185,425 $0 / $185,645 Date Amount Recording Book -Page Qualification Code 7/2012 $156,000 28213 -4849 Deeds to or from financial institutions 6/2012 $0 28202 -1478 Deeds to or from financial institutions 3/2012 $0 28202 -1477 Deeds to or from financial institutions 2/2012 $120,100 28016 -0088 Deeds to or from financial institutions 8/2005 $409,403 23740 -0934 Sales which are qualified 11/2000 $125,500 19372 -2498 Sales which are qualified 10/1996 $89,500 17419 -0332 Sales which are qualified 5/1987 $67,000 13292 -3306 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Wednesday, January 30, 2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756:8972 January 29, 2013 Permit No: RF13 -158 Building Critique 1. RAS 150 is not adopted by Miami Dade. Provide a completed section C with all items completed and a valid product approval. 2. Section D is incomplete. 3. The minimum slope for mechanically fastened tile is 4:12. Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a 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. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 January 29, 2013 Permit No: RF13 -158 Building Critique 1. RAS 150 is not adopted by Miami Dade. Provide a completed section C with all items completed and a valid product approval. 2. Section D is incomplete. 3. The minimum slope for mechanically fastened tile is 4:12. Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a 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. Miami Shores Viage Building Department RECEIPT PERMIT #: 1 q tic \--an3d0C\ Contractor Owner Arc Address: DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Tdo igo I 3 her) ( coq- NI 13 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ROOF ASSEMBUES AND ROOFTOP STRUCTURES SECTION 1525 HIGH - VELOCITY HURRICANE ZONES UNIFORM! PERMIT APPLICATION Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM' ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the ! Attachments Required Permit Application Form ' See List Below Low Slope Application A,B,C 1,2,3,4, , •, Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E A,B,D Metal Roofs 1,2,3,4,5;8,7 Wood Shingles and Shakes A,B,D As Applicable 1,2,4,5,6,7 Other 1,2,3,4,5,8,7 2. ATTACHMENTS Fire Directory usting Page From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail' Drawings REQUIRED: . Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Other Component of Product Approval Municipal Permit Application Owners Notification for Roofing Considerations (Reroofing Only) Any Required Roof Testing/Calculation Documentation 2010 FLORIDA BUILDING CODE -- BUILDING 15.33 0 a i 0 • it *4rr11.sYtis ■airr * *rss' ao i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES a 0atINf Y[rr0YiW •1iiYYyYYif! Master Permit No. Contractor's Name Job Address Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. 4, S Section A (General Information) Process vb No. B Yo Slope 0 Asphaltic Shingles New Roof pc Reroofing 0 0 0 ROOF CATEGORY Mechanically Fastened Tile Metal Panel/Shingles Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION Repair Mortar /Adhesive Set Tile Wood Shingles/Shakes Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 1 I stir s 76 or Section B (Roof Plan) Sketch Roof Plan: Hlustrate all levels and sections, roof drains, scuppers, overflow scuppers and ove include dimensions of sections and Weis, clearly identify dimensions of elevated pressure zones ar parapets. SIUM ii ullIT INIMIN l■Ei.± ■■ ■■n11'1 ■■ ■■■■ a ■■ ■■■•■■ � ll.AP Rf �i ■ ■ ■ ■■ �I■■ ■■ t■ ■?I�1��11111i11■ ■ ■ ■ ■ ■11i ■I■■■ ■■I■■ ■■� 111111M11111111111111111111111111MEININI1111111111111111111111 ■■ ■■1■211■ ■ ■ ■ ■■/1MINI ■II■■ ■■■■ ■■■ ■ ■■ice ■ ■��! ■�� ■t ■ ■■■ ■■ ■■ ■■ ■i ■ ■■/■■■■ \m■ ■W ■I ■■■■■ ■■■ immommilmmumumm111111111111111111111111111111111111 ■ ■ ■I ■ /.� ■■ ■■■■ ■emu ■1 ■ ■■■■■■■ ■■■'4■.. ■ ■■■ ■ ■1 1iiu ■ ■■ ■ ■ ■■ ■ ■■1 ■1111■ ■ ■L'1 ■ ■111iiiiMt■ ■ ■■ ■ ■ ■■ ■■EA:mm. iii =Tiiiiiiirara ■■ ■■■■■ ■■ 15.34 TO l4 ❑ 5 0 a w Ma SF ns. 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES: AND ROOFTOP STRUCTURES Florida Building; Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (1f a component is not used, identify as "NA ") Product Approval No.: O Q f��'% Design Wind Pressures, From RAS 128 or Calculations P2: P3;,. P1: Max. Design Pressure, from the Approval system: tyPre; Gauge/Thickness: Slope: Anchor/Base Sheet & No. of specific Product 10 21 /f Ply(s): ,i4'4 Anchor/Base Sheet Fastener/Bonding Materia Insulation Base Layer: ./(44, Base Insulation Size and Thickness: Base insulation Fastener /Bonding Material: Surfacing: 4-1 r'e VI Lid). Fastener Spacing for Anchor/Base Sheet Attachment: Field: 1 Z" oc 0 Lap, # Rows t I" oc Perimeter: P " oc 0 Lap, # RowsZ 1 " oc Corner: " oc 0 Lap, # Rows 0/5-0c Number of Fasteners at Per insulation Board:A'fJ` L Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodbioddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener_Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 Y s a' BO 0 Y h Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: t fir r ats l �y 8- 4411[. Ply Sheet(s) & No. of Ply(s): 1 `PG Y i v Ply Sheet Fastener/Bondin Maters I' Top Ply: g Top Ply . ste >r/Bonding Material: 2010 FLORIDA BUILDING CODE — BUILDING 15.35 ' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Roof System Manufacturer: £4 t 1200Ge pitaxi Notice of Acceptance Number L .2t. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)): P1: ! 8. S� P2: 26 ;� P3: 35 70 %4lif4Y9kli ii%♦i%. Mean Roof Height: 15 f+y • %*%* %'%%t *aas 15.36 2010 FLORIDA BUILDING CODE - BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values forts, with the values from Nff. If the ME values am greater than or equal to the Mr valiant, for each area of the root then the tile attachment method is acceptable. Method 1 "Moment Ba dTie m Calculations Per RAS 127" 347. X x s 27$ r n4 f mg,"?* 71 AT I 0,,,S& product Appraym Mt (P2:lft %tx.% 4y 7_11121.1 Mg ?_ ?( = ti5t+�`( Product Approval ME o• (P3; 0* 7 X k'�c7r :11") _ Mg74 = 4 3$6709 product Approval Mf d• Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M}) From Table Below Product Approval Mp Mr required Moment Resistance* *Most 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 forF'witb the values for Fr If theFvalues are greater than or equal to the Fr values, for each area of the roof, then the We attachment method is acceptable. Method 3 "Uplift Based Trle Calculations Per RAS 127' (Pi: X L = x w: a- ) _ W: x cos 9 = Fri Product Approval F' (P2: L _ x w: = ; ) - W: x cos 8 = Fr2 Product Approval F' (P3: x s xvr= )-W: 'x cos 0 = Fi3 Product Approval F Where to find Design Pressure k P1 or P2 or P3 RAS 127Table 1 or by an engineering analysis prepared by PE based on ASCE7 Mean Roof Height p H Job Site Job Site a at • • a a l P M • • • • a • a • Y Roof SloPe I Aerodynamic Multiplier , Restoring Moment due to -Gravity AttaehmentResistance r Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance I Mt Product Approval Product Approval Product Approval Calculated Product Approval L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE — BUILDING 15.37 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. Th owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of p •vi•ing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the ag `.; ent between the owner and the contractor. 2. 1' L% > Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to remo ` . the existing roof system). 3. l .i1J Common roofs: Common roofs are those which have no visible delineation between neighboring uni (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner ould notify the occupants of adjacent units of roofing to be performed. 4. ij Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be view- • from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetra on of the underside of the decking may not be acceptable. This provides the option of maintaining the appeara 5. '`1 Ponding water: The current roof system and/or deck of the building may not drain well and may cause wa - r to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress an may require the review of a professional structural engineer. Pounding may shorten the life expecta cy and performance of the new roofing system. Pounding conditions may not be evident until the origin ,I +'f •fang system is removed. Pounding conditions should be corrected. 6. :1 ` Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overload from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflo cuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accorda i - with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the structure assembly (the building itself). The existing amount of attic ventilation shall not be eneflcial to consider additional venting which the service life of the Revised on 7/9/2009 LD # „ Contractor , gnature Date MIAMl•D;ADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCEINOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SEC ION 11805 SW 26 Street, Roo 208 Miami, Florida 3317 r 474 T (786) 315 -2590 F (786) 315 -9 599 www.miamidade. ov / it +in / SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materia. 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) _ to have this product or material tested for quality assurance purposes. If this product or material fail: sto 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: Bel Air, Bel Mr Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 NOA #07- 1018.08 and consists of pages I through 9. The submitted documentation was reviewed by Alex Tigera. MANMADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page I of 9 ROOFING ASSEMBLY APPROVAL Catesory: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Low Profile 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 Applicant Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces IAM1VAne co APPROVED Dimensions L= 17" W =12' /" Thickness ='h" L = 17" W =12%" Thickness =' /a" L= 17" W =12 %" Thickness = '/2" L = 17" W = 12' /e" Thickness = %" L= 17" W =12'' /" Thickness = %a" 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Product Description Flat profile concrete rooftile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete rooftile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete rooftile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail - on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail - on applications. Flat profile 'concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail - on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies , Redland Technologies Redland Technologies Redland 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 Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. MIAMI•DADE COUNTY APPROVED Test Identifier ERPF -001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix III El 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar 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 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 3 of 9 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 materi thiianufacturerspublished 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 Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofmg 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) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile MLAMI.DADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 9 Table 3: Restoring Moments due to Gravity - Ma (ft-lbf) Tile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than Profile 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7 " :12" Bel Air, Bel Batten Direct Battens Direct Battens Direct Batten Direct Batten Direct Air Double s Deck 1 -10d Smooth or Screw Shank Nail (Field Clip) Deck 24.3 Deck s Deck s Deck Eagle, Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa , Golden Eagle, Ponderosa Double Eagle Flat Tile 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 fasterners are located a min. of 2W from head of tile. MIAMNDADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 9 Table 6: Attachment-Resistance Expressed es a Moment - Mi (ft=lbf) for Single Patty Adhesive Set Systems Table 5: Attachment Resistance Expressed as a Moment M1 (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive` 31.33 1 See manufactures component approval for installation requirements. 2 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 es a Moment - Mi (ft=lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle; Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile PolyProTM 118.94 PolyProTM C 40 3 Large paddy placement of 45 grams of PolyProTM 4 Medium paddy placement of 24 grams of PolyProTM Table 7: Attachment Resistance Expressed as a Moment for Mortar or Adhesiue:Set:Systems.... Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 5 Tile -Tite Roof Tile Mortar. Tile Application - Mr(ft-Ibf) Attachment Resistance Mortar Seta 43.9 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 ". EAGLET.%' FLORIDA IMAM WADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 9 BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) MJAM4DADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 9 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING BEL Am MIAMIOADE COUNTY APPROVED BEL Am DOUBLE EAGLE NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 8 of 9 PONDEROSA PONDEROSA DOUBLE EAGLE M)AMFDADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 9 of 9 MIAMI•DADE COUNTY APPROVED GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:11- 0321..02 Expiration Date: 10/05/I6 Approval Date: 05/12/11 Page 10 of 9 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wmw.miamidade.eov /pera 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: 3MTM 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 and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 Dimensions Test Specifications TAS 101 N/A N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment 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: I. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 MIAMI-DADE COUNTY APPROVED Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 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 Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1 PA 25-7438-3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01-6739-062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01 /94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 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. F- MS F 2/ —W MIAM4DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 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 RTF1000 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 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: MI 3MTM 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 1 SINGLE PATTY Paddy (Beneath Tile) Nail through plastic cement Underlayment Save course only: Keep adhesve approx. 4 in. up from weepholes Paddy )Beneath Tile) Eave Course Eave course only: Keep adhesive operox. 4 in. up from weephoies Fascia Wesphole Eave closure Drip edge 1) Place enough adhesive to achieve 17 to 23 steep pitch applications square Inches In contact with the pan the P aPP To 1 in. From outsi 2) Turn covers upside down. Place adhesive 1 121 n` / ieedgeofcoverdte. �� Optional 2x4's far 10I Eave Course Nag through plastic cement Then Install the tile. Underlayment 1 SF_ Eave course only: Keep adhesive approx. 4 in. up from weephdes Fascia Eave Closure Remov top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Save closure (mortar shown) Weephole Fascia Bo Sheathing Optional Point -up Mortar on longitudinal edges of Ole NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE '' "ATTY Nail through plastic cement Underlayment 1 Paddy (Beneath Tile) Eave Course Eave Closure ,000.7 Fascia MIAMI•DADE COUNTY APPROVED all through plastic cement Underlayment Paddy (Beneath Tile) N,4 4 2 in. evf-4:7 Fascia Weephole Eave closure Drip edge Paddy (Beneath Tile) 7 in: Eave Course Fascia Eave Closure NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) 41n. I x 3 in. Single paddy on under- layment Single paddy under the Single paddy on top of tile Eave course 2 In. X 7 in. medium size paddy eave Fascia course only all through plastic cement Nail through plastic cement Underlayment Single paddy on under- layment Single paddy under tile Single paddy between tile 2 In. x 7 in. medium size paddy eave course only 3 in. x 3 in. 41n. Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between the x 3 in. S ngie paddy on underlayment S ngle paddy on top of tile Eave Course Eave Closure 2 in. x1 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 2008 ROOFING MATERIALS AND SYSTEMS DIRECTORY ide /C4 te-r2 04-14 ROOF COVERING MATERIALS (TEVT) 189 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Conhneeed Surfacing: Two applications "Gacotlex 0-66 Series" (various colors), 1 gal /sq /application. 3. Deleted 4. Deck: NC Incline: 1 Foam: North Carolina Foam Industries "4774 ", 1 in. min. Surfacing: Three applications "Gacofle\ U -66 Series" (various colors), 1 gal /sq /application. 5. Deleted 6. Deck: NC Incline: 1/4 Foam: Foam Enterprises "FFSOUA /FE302 -2.5F" or North Carolina Foam Industries "4584 ", 1 in. minimum Base Coat: 'Gacotlex U13-64", 1 -I /2 to 3 gai /sq_ Surfacing: "Gacotlex U-66 Series" (various colors), 1 gal /sq. 7. Deck: NC Incline: 2 Foam: Foam Enterprises "FE80(01 %FE302- 2.5F ", North Carolina Foam Industries "4584" or IPI "Isofoam SS- 1070 ", 1 in. minimum. Base Coat: "Gacotlex UB -64 ", 1 -1/2 to 3 gal /sq. Top Coat: "Gacoflex U -66 Series" (various colors), 1 gal /sq. Surfacing: No 11 granules at 50 lb/ sq. 8. Deleted 9. Deleted 10. Deleted 11. Deleted 12. Deleted 13. Deleted 14. Deleted 15. Deleted 16. Deleted 17. Deleted 18, Deleted 19. Deleted 20 Deleted 21 Deck: NC Incline: 2 Foam: SWD Urethane "SWD 5250', 1 in. minimum. Base Coat: One or two applications "Gacoflex Ure- Shield 6006 ", appli at 1.35 gal /sq /application (14 -28 dry mils). Top Coat: ''Gacotlex Ure - Shield 6006", applied at 1 -1/2 gal!sq (16 d mils). Surfacing (Optional): #11 ceramic coated roof granules, applied at lbs /sq Deck: NC Incline: 3 Foam: SWD Urethane "SWD 525b" 1 in, minimum. Base Coat: One or two applications "Gacoflex Ure -cap 6800" Serie applied at 1 -1/4 gal /sq /application (14 -28 dry mils) Top Coat: SWT) Urethane Co. "SWD 1929F", applied at 1-1/2 gal/sq (1 dry mils). Surfacing (OptionaI): 411 ceramic coated root granules, applied at 5 lbs 'sq. Deck: NC Incline: 2 Foam: SWD Urethane Co. "SWI) 5250 ", 1 in. minimum. Base Coat: One or two applications "Gacotlex lire -Cap 6800" Serie applied at 1 -1/4 gal /sq /application (14 -28 dry mils). Top Coat: "Gacotlex L.lre -Cap 6800" Series, at 1 -1.4 gal/ sq. (14 dr mils). Surfacing (Optional): #11 ceramic coated root granules, applied at 5 lb, sq (12 dry mils). Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted • Deleted Deleted Deleted Deck: NC Incline: 2 Primer (Optional): "Gaco Primer ". (not UL classified 15, , , Base Coat "GacoSil S- 1600" (GacoRooll at 1 gal sq. Top Coat: "GacoSil 8- 1600" (Gacc:'Roof) at 1 gal sq. 22. 23. 24. 25. • 28. 29. 10. 31. 32. 33, at Roofing Systems (TGFLI)- Continued 39. Deur a NC c g (Optional): Roofing granules applied at 30 to 35 lbs sq. Incline: 2 Foam: "Polyfoam 273 ", 2 inches maximum Base Coat: "GacoSil S-1000 Series " or "GacoSil S-1600 Series" at 1.1 gal Top Coat: "GacoSil S-1000 Series" or "GacoSil S-1600 Series" at 1.1 gal sq. Surfacing (Optional): Roofing granules applied at 30 lbs. sq. 40. Deck: NC Incline: 1 /4 Foam: Polyfoam 273 ", 2 inches thick. Base Coat: "U -62 ", 1.25 gal /sq. Second Base Coat 11-62 ", 0.75 gal /sq. (Optional walnut shells at 8 -10 lbs sq.) Surfacing: "U -62 ", 0.75 gal /sq. 41. Deck: NC Incline: 1/4 Foam: "Polyfoam 273 ", 2 inches thick. Base Coat: UB- 8380 ", 1.5 gal /sq. Top Coat: "S-10 Series", 1.5 gal /sq. Surfacing (Optional): No. 11 roofing granules applied at 50 lbs. per sq. 42. Deck: NC • Incline: 3/4 Foam: "Polyfoam 273 ", 2 inches thick. Base Coat: "U- 6006 ", 3.5 gal /sq. (Three applications at 1.16 gals /sq.) Second Base Coat: "U- 6006 ", 0.85 gal /sq. Surfacing: "U- 6006 ", 0.85 gal /sq. (Optional No. 11 roofing granules at 30 Ibs, /sq_) 43. Deck: NC Incline: 1 -1/4 Foam: 'Tolyfoam 273 ", 2 inches thick. Base Coat: "A 32 Series ", 1.5 gal /sq., Surfacing: "A 32 Series ", I.5 gal /sq. 44. Deck: NC Incline: 1 -1/4 Foam: 'Tolyfoam 273 ", 2 inches thick. Base Coat: Conklin Co. Inc. "Conklin Benchmark ", 1.9 gal /sq. Surfacing. Conklin Co. Inc "Conklin Benchmark ", 1.9 gal /sq. 45. Deck: NC ed Base Coat: "A -38 Series", 0.75 gal/sq. Second Base Coat: "A-38 Series ", 0.75 gal /sq. ry Wear Coat: " A -38 Series ", 025 gal /sq plus walnut shells at 0.75 lbs per s .1) Surfacing: " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 ) s, Surfacing: Spray application of 28 to 34 -mils "U -8730" (aluminum) 47 Deck: NC Incline: 1/2 2 Insulation: Spray application of 2 -in. thick 'Polyfoam 273" (2.7 Ib/ft.3 � 1 0 Surfacing: Spray application of 28 to 34 -mils "U- 8782" (ivory) 48. Deck: NC Incline: 111/2 Insulation: Spray application of 2 -in. thick "Polyfoam 273". Base Coat: "A310OR Acrylic Top Coat" or "A3111 R Acrylic Base Coat" applied at 1.13 -gal /100 -ft. Intermediate Coat: "A310OR Acrylic Top Coat" or "A3I11R Acrylic Base Coat" applied at 1.13 - gal /100 -ft.2 Top Coat "A310OR Acrylic Top Coat" applied at 1.13 -gal /100 -ft.= {1 Surfacing (optional): Broadcast application of No. 11 ceramic coated granules applied at a rate of 30 to 50 -Ibs /100 -ft.2 49. Deck: NC' Base Foam (Optional): "PolyFoam 193," arty thickness. kness Surface Foam: "Polyfoam 273," 1 inch minimum Base Coat: "Gacoflex .A -32008 Series" applied at 1.5 gal /sq Top Coat: "Gacoflex A -32008 Series" applied at 1.5 gal /sq Surfacing (optional): Broadcast application of No. 11 ceramic coated granules applied at a rate of 30 to 50- Ibs /100 -ft.2 50. Deck: NC Incline: 3/4 Insulation: "Polyfoam 273," any thickness Base Coat: "GacoSil 8-2000 Series," applied at 0.75 gal /sq Top Coat: "GacoSil 5 -2000 Series," applied at 0.75 gal /sq Surfacing- (eptien,al Roofing granules applied at 30 lbs /sq GiaXATERIALS CORP 1361 A'tl'S -R -1),..w y ENJ- 07479 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. ?z -in. thick (minimum) gypsum board or 1A -in. thick (min) G -I' Gypsum Corp. "DensDeck '8 Roofboard," " DensDeck Prime® Roofboard" or "Dens- (�°It�30G "' LOOK FOR THE UL MARK ON PRODUCT `"°"° inva°eit�U +CAI ERIALS AND SYSTEMS DIRECTORY 190 ROOF COVERING MATERIALS (TEVT) Roofing Sc'sterne (TGFU)- -Ctnrhinical Deck DuraGuard TN, Root-hoard' may be used in any existing noncombustible deck Classification. When ihi4 i 'done, h rsuitin roofing acceptable for use , e i b nn(t >stem i- m t,;rib� i7g. �?� - ,�numunii root efeckS. Hove= - er, the butt joint- in the gypsum hoard and C1 -P Gypsum Corp. "DensDeck Roothoard ' ' DensDeck Primes Rootboard" of "I)ensDeck DuraGuard Rootbn of ail are to vff ,t mouniunr pr -in. roilb the huff ioints in the root deck. ft polystyrene is part of the roof system. it must be placed below the erlavment board. Multiple plies of "GA L,1S Ply a L n' may he adhered to G -P C1psum Corp - DcnsDty Root-hoard, ""l)en lice �� DensDeck Dura(uarc , k 1 asphalt. Ruofk oard" or Tner [�,athuarc n .<o+ � � fins; sphalt 'Energy Guard Ultra' rn acceptable site mare ten Lnergy'g uard" to any applicable Classification. ally AF Strata or hot mopped never none' n'ih noncombustible decks and as a recover er existing roof system GAFGLAS Gr AS Penile Insufati in rna be utilized as a cover er board over "OVER- (C ARD insulation in any of tine f ll, wing systems, Unless otherwe u,la'ated- the roof insulation is mechanically fastened adhered with hot mopping asphalt iar urethane insulation adhesive. Polysty- rem? reference in any et the following k issficatinns include "E`:ER(,uard EPS Insulation' lotion` References to glass fiber Insulation include 1_ °rgy'Guard Fiberglass Insu- ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 sphalt glass rift base sheet r "i_ Alt LA,S #7; Base Sheet` or (-AF(1 \5 #50 LI TIM a,' 1 is a suitable alternate for Type c,1 asphalt glass fiber ply sheet ( "GAP I yS Pia. 4 o (., if (,l ' \S Pi' 6" 1 in the Class .A."13 nr C roof systems indicated ba i u. The root neck man first he t e.d nth 'i G2 n Sheet a s p h a l t glass base sheet Al Stratav ent Eim +nap lenti Base ( halt t r o e Stratavent Eliminator Dentin Base Sheet I `vain hie Perforated to be loose or mopped and nailablr to be tats h n ca set granule si de down. As an option Ty p e G2 asphalt Blass mat base sheet - GAFGLAS #75 Base ?bee t "Ges 1 AS #80LITim., ar -GAF hfraraventELr,nat,r \tntingBase Sheet h.Ahllablet" may t. substituted nor i =; i-1 =halt glass fiber plc sheet ('GAFGLAS Ply 4' or C; -; C:iA5 PIy as the nailed base niv in the following systems. Bottom ply or base sheet may be solid mopped spot mopped or mechani calla, fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- call): fastened. "GAFGLAS Flashing- or "Ruherz,d " clone he used for flashing in any of the Class A, B or C systems itted t e,css ;. When `perlite' is referenced, cee,i this includes ' TEMP I'LRMAt ITE /.'" or any other Ilk Classified perlite insulation: B Cr C_hed stone or slag are'siaitablealternates for gram e1 tr any or the listed Cass Structural cement fiber buildings' units are cot rrsi erect suitable to be included as a deck in the following Class 5 1? ear ( ystetr listed „m, r C -,.5, 32 The use of gypsum board untie any e 1C he following Ong C`las G or hoer; does not adversely effect the rating i l e use it , minimum gypsum hoard is an acceptable alternate our i sus ti i.t over r The nse of polystyrene insulation clerks, perlite board and deck. with ruin Tn r t e t e, r r ' , a lips). perlite) is i ca, p =rut r rn- p 1 <r Mule lire G 1 r a suitable altcrrta e for t r Iv i o: a, u..�te hoard in the tnlic+st tog lass A. 6 or C systems, "EnergyGuard RA" or 'Tapered Fnerg t uara P or "Inergt(auard Com- posite RA ' may be substituttsi for iany Atlas nolyisoct, an orate insulotkan nit am of the following Classifications, Trumbull "Perna 1\4o„' may be utili eo yak ant -.,f the following .a,spha it Felt Systems with Hof Rooting Asphalt' GAFGL #50 Premium Base Seet may air - s �i ,i !vJe,t in "GAFGLAS Fle s Ply t ts a suitahie alternate ate te_' a "t AFTEMP Pe-rmalite Rr citcr Board" may be used in�lllie r Ply tt' insulation in any of the following any perlite Unless otherwise indicated, an' of Classifications, Roofing Asphalt" may he surfaced lwith tlei eshic'l<'l MB"' at 2 Systems yyrtfn Hot Class A, B and C Trot roofing asphalt, for use with organic and glass Celts or modified bitumen j membranes. "Ruberoid Heat Weld" SBS rooting membrane may he used in lieu :at ■ "Ruberoid Mop" 5135 products in am. Classification. • Class A Deck: C- I5'32 Incline Insulation (Optional): One or more layers perlite, i,'ood fiber, glass fiber, polyisocyamtrate, urethanr, perliccipolyisocyanonate composite, perlite /urethane composite, wood fiber s, y -anc, ate composite, phenolic, any thickness. ROOF COVERING MATERIALS (TEVT) Roofing Systems ('TGFU)— Continued Ply Sheet: Three or more plies type GI "GAFGLAS Ply 4" or 1 .aS l 1,. is ", hot mopped. Surfacing: Gravel Deck: C -15/32 Insulation (Optional): One or more laye seperlite, wood b fiber, polyisocyanurate, urethane, perlite /polyisocyanurate coin perlite/ urethane composite" wood fiber / polyisocyamirate corn phenolic, any thickness. Ply Sheet: Three or more plies Type Cl "GAFGLAS Ply 4" or "g; Cl SSPlyt'. Cap Sheet: ('Inc ply Type G3 "GAFGLAS Mineral Surfaced Cap S Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite" wood fiber fiber, poll i5ocvanurate, urethane, perlite /polyisocyanurate comp{ perlite/urethane composite, wood fiber /polyisocyanurate mopped compol}� phenolic, 2 -in. maximum. Ply Sheet: "Tao or more plies Type GI "GAFGLAS Phi 4" or "GAFGI Plc h" Cap Sheet: One ply Type G3 "GAFGLAS Mineral Surfaced Cap! Deck: NC Incline: 1/2 Insulation: ('inc or two lavers "Isotherm R ", any thickness, h mopped. Ply Sheet: Any LI Classified gravel surfaced Class A asphalt glass fib mat system:. Deck: G-15./32 Incline: Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: ('Inc pit Type G2 `GAFGLAS #75 Base Sheet" (may nailed). Ply Sheet: One or more plies Type (31 "GAFGLAS Ply 4" or GAFGL Pass 1" Cap Sheet: ('Inc ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheer, n. Deck: NC Base Sheet: One 1 h' e c,2 "G Incline: 3 Ply Sheet: One or more plies Type Cl G "GAFGLAS Ply 4"" or FGLAS Ply 6 ". Cap Sheet: One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet": Deck: C-15/7,2 Incline: Insulation: One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite polvisocyanurate composite, perlite/urethane compos- ite, phenolic:, 1 0 m. min (offset from plywood joints 6-in.). Base Sheet: ('Inc or more plies Type Gl, G2 or G3. Membrane: One or more plies "Ruberoid Torch Smooth ", "Ruberoid Torch Granule. Ruberoid Torch Granule Plus ", "Ruberoid Mop Smooth ", Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Cap Sheet: Type (;3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot S. nt1pp,1 , /Deck:C-15/32 � Incline: 2 Insulation (Optional): One more layers perlite, wood fiber, I fiber, polyisocyanurate, urethane, per! te, /polyisocya urrate composite, ite, perlite/ urethane composite wood fihr /polyisocyanurate composite, 2 phenolic. any thickness. Base Sheet: Two or more plies Type f;2 or Type G3. Ply Sheet (Optional): One or more plies Type G1. Membrane: One or more plies "Ruberoid Torch Smooth ", "Ruberoid Torch Granule"'Rubel-old Torch Granule Plus", "Ruberoid Mop Smooth": "Ruberoid Slop Granule" or "Ruberoid Mop Plus Granule". Cap Sheet: Type G'.1 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. U. Deck: NC Incline: 2 insulation (Optional): Perhte, glass fiber, polvisocyanurate snood fiber, mechanically fastened any thickness. Base Sheet: One or more plies Type G2, "GAFGLASS #75 Base E...AS Ply 6.' Sheet ". PI) Sheet: One or more plies Type GI `GAFGLAS Ply 4" or "GAF - Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot Pp ed Surfacing "Fireshiela MB', 2,5 _ 3.t) gat. /sq. 10. Deck: C-15/32 Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass , 4 fiber polyisocyanurate, urethane, perlite /polvisocyanurate composite phenolic, anperlite, urethane composite. wood fiber /polyisocyanurate composite, y- thickness, LOOK FOR THE UL MARK ON PRODUCT C_Af (6,1 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361. Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as 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: GAF RUBEROID°Modified Bitumen 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. 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- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS /APP Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM Matrix TM 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PlyTM 6 GAFGLAS® Mineral Surfaced Cap Sheet Test Dimensions Specification 5, 55 gallons ASTM D41 60 lb. Bags ASTM D1863 100 lb. bags 5 gallons I, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39,37" (1 meter) Wide ASTM D1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type 11 Asphalt impregnated and coated glass mat base sheet. Type 11 Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product RUBEROID�3p FR RUBEROID® EnergyCap SBS 30 FR RUBEROID® ULTRACLAD ®SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) --GAF Built-Up Roofmg Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShieId® TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 531 WeatherCoteTM Elastomeric FIashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label Dimensions 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37 "(I meter) Wide 100 lb. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6I63 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS I00(A) ASTM D1929 ASTM D635 ASTM D312, Types I, II, III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D30I9 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — FIashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 Product Leak BusterTM Matrix'rm 202 SBS Flashing Cement Label Leak BusterTM MatrixTM 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 103 Cold Process Adhesive Label LeakBusterTM MatrixTM 304 Non - Fibered Aluminum Roof Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT® MB Plus Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons Test Specification ASTM D4586 ASTM D4586 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type I ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS 141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Polylso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck® DensDeck Prime® DensDeck DuraGuardTM Structodek® Structodek® TD SecurockTM APPROVED FASTENERS: Fastener Product Number Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM CR Base Sheet Fastener and Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill -TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Round Galvalume stress plates. Round polypropylene stress plates. GAF Materials Corp. GAF Materials Corp. 3" and 3 %2" GAF Materials Corp. 3" and 3 V2" GAF Materials Corp. Square Galvalume® coated 3" Square steel plate. OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page7of 31 EVIDENCE SUBMITTED: Test Agency Test Identifier Factory Mutual Research Corp. Description Date 3029832 4470 -TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 OD 1 A 8.AM 4470 - TAS 114 04/01/98 Underwriters Laboratories TGFU.R19254 UL 790 10/27/06 Trinity Engineering 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF- 020 -02 -01 ASTM D 249 02/01/02 ASTM D 4977 IRT -ARCON Inc. 02 -005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 Trinity I ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 8 of 31 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 1933 or greater plywood or wood plank decks System Type E(2); Base sheet mechanically fastened. All General and System Limitations shall apply. Fi re Barrier: (optional) Base sheet: Fasten' Options: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- WeldTM Smooth or RUBEROID® SB Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening S pions: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" , o.c. in the field. (Maximum Design Pressure -4S psi; See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 Standard, #I4 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c, in the field of the sheet. (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psi'', See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet 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 -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) y of above Base sheets attached to deck approved annular ring shank nails and ' inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" la staggered in two rows 9" in the field. aximum Design Pressure -60 psf, See General Limitation #7) An 3' I CPI NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 31 r GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MO Smooth, RUBEROID® 20, RUBEROID® SBS Heat - WeldTM Smooth or RUBEROID® SBS Heat - WeldTM) One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roo MatchTM APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR, RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. �.-- Or One or more plies of RUBEROID® SBS Heat - WeldTM PLUS, RUBEROID® SBS Heat - WeldTM PLUS FR, RUBEROID® SBS Heat - WeldTM 170 FR, RUBEROID® EnergyCapTM SBS Heat - WeldTM Plus FR, RUBEROID® SBS Heat - WeldTM RUBEROID® SBS Heat - WeldTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat - WeldTM 25 applied according to manufacturer's application instructions. Membrane: Surfacing: Maximum Design Pressure: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck or 'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /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 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform 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 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.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31