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RF-10-165175 1144144 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Address: MI ndts l09 - . City: is 1 .5hO$Y. V / /Qt►e State: A/ . Tenant/Lessee Name: Email: CONTRACTOR Company Name: 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 OWNER Name (Fee Simple Titleholder): L yein //airr/S is OAP State: Master Permit No. Value of Work for this Permit: $ S2.00 Square/Linear Foe of Work: Type of Work: DAddress DAlteration DNew 0R 'solace Description of Work: Pe- /'®D( 4 74f 12-a7 + Rmamysn ta $EP 1 5 20I10 BY: -- Permit No 'Z' to'-- «Qsi Phone#: C o5) 302 - 19 Zip: Jim, Phone#: JOB ADDRESS: / /L/ /JW /09 City: Miami Shores County: Miami Dade Zip: .3l p ar Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: X G ' Phone#: &XY) (OS' 299% Address: "1 ma / $ • City: / b e fihier Qualifier Name: gek orris- State Certification or Registration #: £ C / 2 Z 7-(m / Certificate of Competency #: Contact Phone #: ('9sy) OS = Z977 Email Address: DESIGNER: Architect/Engineer: Phone#: Zip: 3,1 y Phone#: �St/ Cffi1/' ZowJ I 4 5 papa 07-9 ra /e ('ol DDemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: r,� r • Submittal Fee $ r - %1/ d �� Permit Fee $ o/ 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the .s' e of such posted notice, the inspection will not be approved and a reinspection fee will be charged Si Owner or Agent The foregoing instrument was acknowledged before me this day of 54 , 20 6_ , by f _ y kiVJ l-Ia r'r(s who is personally known to me or who has produced 2).1, As identification and who did take an oath. NOTARY PUBLIC: 1 J // J T T lm k., Notary Public State of Florida + e `f Shawn Hodges • G My Commission 01)975953 qa p � A Expires 0610412014 * Sign9i Print My Commission Expires: * * * * * * * * * * * * * * * * * it * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3 /15 /09Xrev6 /4/10) Sign: Print: 94,z la" My Commission Expir * * * * * * * * * * * * * * * * * * * * ** The foregoing instrument was acknowledged before me this 6 oC day of S ! ,20 `t &ins , who is personally kno me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ode a tie r ** Notary Public State of Florida • Shawn Hodges g v My Commission D0975953 4 . Expires 0 *i 9r14 Zoning Clerk 1 Inspection Number: INSP - 151903 Permit Number: RF -9 -10 -1651 Scheduled Inspection Date: October 04, 2010 Inspector: Bruhn, Norman Owner: CHAVES, OLDEMAR Job Address: 114 NW 109 Street Project: <NONE> Contractor: ABOVE THE REST ROOFING INC Building Department Comments RE -ROOF FLAT ROOF Pass Vi /�� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 151322. No access, gates locked. NB October 01, 2010 Miami Shores, FL 33168 -4317 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)751 -5639 Parcel Number 1121360100180 Phone: (954)605 -2999 Page 28 of 33 I 1(d11 Burns License #: CU- 132 Lu 6 LI On or about 7` (Date & time) Secondary water barrier work at /11/ NO /09 56 . iii; a44/1 h ' ej f/ 33/x' (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 7 da y of Notary Public Sate of Florida at Large rY g /Ow *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 5121/2009 RE: Permit # (Print name and circle License Type) INSPECTION AFFIDAVIT t " fl M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: licensed as a (n) FS 468 Building Inspector Engineer / Architect, , I did personally inspect the roof deck nailing and To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: Ly ti vt ileA rr j S', Property Address: 114 ,4/te /09 S& - Roofing Permit Number: Dear Building Official: I ken,/ 45u/rnS certify that I am not required to retrofit the roof to wall connections of my building because: "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. ❑ The building was co cted in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editio„_•uth Florida Building Code (1994 SFBC) Signature Revised on 5/21/2009 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. State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this / 2 day of SeiO t. v►k2e4" , 2 0/0 Notary Public, Sate of Florida at Large Mk StUr,is Print Name M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 9 / /z /D � rot, Notary Public State of Florida Shawn Hodges My Commission DD975953 �10t Expires 09!04/2014 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed ted with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitlgation. Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,514 Lot Size: 9,150 SO FT Year Built: 1951 $50,000/ DUNNINGS MIAMI SHORES EXT 6 PB 51- Legal 31 LOT 2 BLK 213 LOT Description: SIZE 75.000 X 122 OR 19875 -1607 1297 4 OR $38,907 19875 -1607 1297 01 Year: 1 2010 2009 114 MN 109 ST App Elhfiect.'' Taxing Authority: Exemption/ Exemption/ 114 NW 109 ST MIAMI Taxable Taxable Assessed Value: Value: Value: Regional: $50,000/ $50,000/ $41,307 $38,907 County: $50,000/ $50,000/ $41,307 $38,907 City. $50,000/ $50,000/ $41,307 $38,907 School Board: $25,000/ $25,000/ $66,307 $63,907 Folio No.: 11 -2136 -010 -0180 Property: 114 MN 109 ST Mailing LYNN N HARRIS Address: $117,761 $126,001 114 NW 109 ST MIAMI $167,904 SHORES FL Assessed Value: 33168-4317 Year: 2010 2009 Land Value: $50,143 $105,448 Building Value: $117,761 $126,001 Market Value: $167,904 $231,449 Assessed Value: $91,307 $88,907 Year: 2010 2009 Homestead: $25,000 $25,000 nd Homestead: YES YES . ,Miami -Dade My Home My Home ianiida s e • o Show Me: Property Information Search By: Select Item IN Text only k+ Property Appraiser Tax Estimator ig Property Appraiser Tax Comparison rg Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: ACTIVE TOOL_ SELECT Aerial Photography - 2009 My Home' Property Information I Property Taxes 1 My Neighborhood I Property Appraiser Home' Using Our Site 1 Phone Directory 1 Privacy I Disclaimer 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. Property + Boundary Selected Property Page 1 of 2 Legend Highway Miami -Dade County Water http: / /gisims2.miamidade.gov /myhome /propmap.asp 9/12/2010 NOTICE OF COMMENCEMENT A RECORDED COPY M.ST BE POSTED ON THE 108 SITE AT UK OF FIRST INERECIEN PERIAT NO. TAx Fan NO. I-2136 - 0/0 - STATE OF FLORIDA COUNTY OF MIAMI-DADE 11-E U■DIERSIGNED hereby *as noticethat improvements MI be made to certain real property, and in accordance with Chiller 713, Florida Stabiles, the following information is provided hills Notice of Commencement 3. Owner(s) name and address: Name and address: Amount of bond $ / / A Notary Public - 4smi -=•-- Print Notary's Name Aka awl any My commission expires: TWA498M4PAMM 0 I f' gn- er Print Owner's Name L " V' 15 Swom to and subscribed before me this /2 day of 5 eA l " il e/r 20 la 11111111111111111111111111111111111111111111 CFN 2010R0625808 OR Bk 27421 Ps 2582; (1ps) RECORDED 09/15/2010 14:2109 HARVEY RUVIN, CLERK OF COURT MIANI-DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: //11 AM 0 i4114,141; Shores 5316S sLiare.s° Ex4 6 p1-3f 1 BIK Le6 16 17z OA itil9r-11207 ittr+ q 012 ton-T-1699- izrit- Qt. 2. Description of improvement Fled ge- rv0P '4 al ./ .41 Jo' , Interest in property: Name and address of fee simple titleholder: 4. Contractor's time and address: 1k, , - ' I , ", .c .1 IV YiPZI/ P4)( 5. Surety: (Payment bond required by owner from contractor, If anyh '' - 3::74 - 1E OF FLORIDA, COUIM OF DADE cdi[ II tai iia I EREDY CFRT1FY Mott% is copy crf the 0 6 IVITNESS nw :sr' a Onrcial IA D 20 vim ' <,. .■-,...,A W , ... HARVEY ' V LE -,:, of Crc it 6. Lender's name and address: !A, so, GoD , By infat 0 n .c. 7. Persons within the state of Florida designated by Owner upon whom notices o , ( r documents may be served as provided by Section 713.i3(1Xer., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1}(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is spedfled) Prepared by 1 &Pile F/ Address; ,/i/irys STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 HODGES, KELLY LYNN ABOVE THE REST ROOFING INC 7221 NW 1 STREET PEMBROKE PINES FL 33024 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridaiicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. '`ur mission at the Department is: License Efficiently, Regulate Fairly. We nstantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 09/15/2010 11:05 9545844887 r ACORa CERTIFICATE OF LIABILITY INSURANCE PRODUCER FAWLE3t AGENCY 4431 SW 64 Ave #112 Davie, Fl. 33314 954 -496 -9006 INSURED Above the Rest Roofing, 7221 NW 1 Street Pembroke Pines, FL 33024 TUC. PAGE 01/01 DATE (MM/DUIYI YY) 9/.$/2.010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND NO RIGHTS HOLDER. THIS CONFERS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NAIL# ED PAWLEY INSURERS AFFORDING COVERAGE INSURER A: Western $eritaQe INSURER Et: INSURER C: INSURER C: INSURER E: COVERAGES 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 CONOITIONS OF SUCH POLICIES. AGGREGATE UMRS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, CC� -- r LT R IM/171. POLICY NUMBER DATE Y t � !T'7� DA • T N IDDDNY11 LTR hu9RD F INS GENERAL LIABILITY }E COMMERCIAL GENERAL LIABILITY CLAIMSMADE OCCUR GEML AGGREGATE LIMIT APPLIES PER: AUTOMOBILE LIABILITY 1 OTHER ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NQN.OWNEDAUTOS GARAGE LIABILITY ANYAUTO EXCESS/UMBRELLA LIABILITY OCCUR II CLAIMSMADE DEDUCTIBLE RETENTION WORKERS CDMPENSATIONAND EMPLOYERS' LIABILITY ANY PROPRISTORPARTNER/E EOrrTNE OFFICERIMEMBER EXCLUDED" If yes., dcs,xibeunder 9PECIALPROVISIONS below CERTIFICATE HOLDER ACORD25(2001f08) SCP0805043 Miami Shores village 10050 Norteeast 2 Avenue Miami Shores, FL 33138 5/21/ DESCRIPTION OP OPERATIONS / LOCATIONS /VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Roofer 5/21/11 LIMITS EACH OCCURRENCE IS •x Tr • 9. ' ❑• PREMISES (Es otcurencel MED EXPO/1y PERSONAL &ACV INJURY GENERAL AGGREGATE PRODUCTS - COMP /OP AGE COMBINED SINGLE LIMIT (EO accident) BODILY INJURY (Per person) SODILY IN , IURY (Peracddent) PROPERTY DAMAGE (area dent) EACH OCCURRENCE AGGREGATE s 100,000 urre pBR,On) $ Excluded $ 500 000 $ 1,000,000 s 1,000,000 AUTO ONLY-EA ACCiDENT OTHER THAN EA ACC AUTOONLY: AGG $ 5 s TORY LI(dl-7$ E.V. EACH ACCIDENT E.L. DISEASE - EA EMPLOYE $ El. DISEASE- POLICY LIMIT 500,00 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER tMLL ENDEAVOR TO MAIL 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY • • • ` THE INSURER, ITS ENTS OR REPRESENTATIVES. _ AUTHORIZED REPRESENTATIVE ACORD CORPORATION 1988 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: BURNS 204208346 BUSINESS NAME AND ADDRESS: ABOVE THE REST ROOFING INC 7221 NW 1 STREET PEMBROKE PINES FL 33024 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED ROOFING CONTRACTOR IMPORTANT: Pursuant to Chapter 440. 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits ar compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to he exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named an the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 10/29/2008 EXPIRATION DATE: 10/29/2010 KELLY L 09 -23 -2008 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 10/29/2008 EXPIRATION DATE: 10/29/2010 PERSON: KELLY L BURNS FEIN: 204208349 BUSINESS NAME AND ADDRESS: ABOVE THE REST ROOFING INC 7221 NW 1 STREET PEMBROKE PINES, FL 33024 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED ROOFING CONTRACTOR IMPORTANT o Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on R the notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 Tax Amount Transfer Fee NSF Fee Penalty Prior Years . _ Collection Cost Total Paid 27.00 0.00 0.00 6.75 0.00 25.00 58.75 DBA: Business Name: Owner Name: Business Location: Business Phone: BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954- 831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 Rooms Mailing Address: ABOVE THE REST ROOFING INC KELLY LYNN BURNS 7221 NW 1 ST PEMBROKE PINES 954 - 605 -2999 Number of Machines Seats KELLY LYNN BURNS 7221 NW 1 ST PEMBROKE PINES, FL 33024 Employees 2 For Vending Business Only 2009 - 2010 Machines • Professionals THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED 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 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. Receipt #15A -09- 00002825 Paid 06/15/2010 58.75 Receipt #: 185-1501 Business Type: ROOFING /SHEET METAL CON (ROOFING CONTRACTOR) Business Opened: 09/06/2006 State /County /CertiReg: CCC13 2 74 64 Exemption Code: NONEXEMPT A.CTC 09/17/2010 08:35 FAX 1 800 685 7530 TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TX /R% NO 0605 RECIPIENT ADDRESS 919549817762 DESTINATION ID ST. TIME 09/17 08:35 TIME USE 00'46 PAGES SENT 1 RESULT OK 61 -'5141twe Permit No: 10 i6s1 Job Name ,zo10 Buildin Critique Sheet aee � R � 6r1 CO.0 DATA SCAN FIELD SERVICES M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 FAY v9 q51 Ij001 - -51441 r, Permit No: 10 /gYI Job Name , 2010 Critique Sheet / ( � Building ,( J //5 t /tat 44- GC'CP T�rb� uildi /),/W Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 FAyc 1— 15-1— 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. t ROGdF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name /� Job Address 0 /1! A/L!I /p7 5 , gl/ l /Ashores l/ /loye P. 33/6 ' ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ New Roof ❑ Low Slope ❑ Asphaltic Shingles Low Slope Roof Area (SF) 600 Section R (Rnnf Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. FLORIDA BUILDING CODE-•- 4 1BUILLyNO • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit App IANCE WITH ALL FEDERAL. !Am AND COUNTY RULES AND REGULATIONS Seetinn A 4GAnetBI Infp,rmatiOD4 /Wow 4im l2es6- god , roe,- I Reroofing ❑ Recovering • • • • • • • ••• • • • • • • • • • • • • • •• •• D Prescriptive BUR -RAS 150 • • ROOF TYPE ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Process No. APPROVED BY ZONING DEPT BLDG DEPT Miami Shores Village ,QArd ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakels ❑ Repair ❑ Maintenance Total (SF) 00 DATE 7 eve SEP 1 5 201d Li' I SL f 4t1;•14# ;I ' -- ".0 11 • • • • t ROGdF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name /� Job Address 0 /1! A/L!I /p7 5 , gl/ l /Ashores l/ /loye P. 33/6 ' ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ New Roof ❑ Low Slope ❑ Asphaltic Shingles Low Slope Roof Area (SF) 600 Section R (Rnnf Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. FLORIDA BUILDING CODE-•- 4 1BUILLyNO • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit App IANCE WITH ALL FEDERAL. !Am AND COUNTY RULES AND REGULATIONS Seetinn A 4GAnetBI Infp,rmatiOD4 /Wow 4im l2es6- god , roe,- I Reroofing ❑ Recovering • • • • • • • ••• • • • • • • • • • • • • • •• •• D Prescriptive BUR -RAS 150 • • ROOF TYPE ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Process No. APPROVED BY ZONING DEPT BLDG DEPT Miami Shores Village ,QArd ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakels ❑ Repair ❑ Maintenance Total (SF) 00 DATE 7 eve SEP 1 5 201d SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES ® REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, ft is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. x ' l Aesthetics- Worlunanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. * ( Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. x L Iif Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. 1 4 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. x G ` ( � Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to Install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. V. ' Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic > ntilation shall not be reduc',ati. Tfhlattbd bertafictal io Gd1 ider additional venting which can r n y' nding the service life of the 040 • roof • .• ••• • • •.• •. • 010 ■' •• • • g(A9er3t Signaturr,, Pate • Contractor Signature • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • Revised on 71t/2009 Cd • ' • ••• • • • • ••• • • • • • Y • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Date TABLE 1 MINIMUM DESIGN WIND UPLIFT PRESSURES, IN PSF FOR FIELD (P(1), PERIMETER (P(2) AND CORNER.(P(3) AREAS OF ROOFS FOR EXPOSURE 'C BUILDINGS Roof mean height (below) P(1) Field P(2) (Perimeter) P(3) (Corners) 20 - 49.2 -82.6 1243) -129.9 25 -51.4 -86.3 30 -53.6 -89.9 -1353 35 -55.2 -92.7 -1393 ' . 40 -56.9 -95.4 -143.6 ROOFING APPLICATION STANDARD (RAS) No, 128 STANDARD PROCEDURE FOR DETERMINING APPLICABLE WIND DESIGN PRESSURES FOR LOW SLOPE ROOF 1. Scope 1.1 This roofing application standard has been developed to provide a responsive method of complying with the require- ments of Chapters 15 & 16 (High-Veloc- ity Hurricane Zones) of the Florida Building Code, Building. Compliance with the requirements and procedures herein specified, where the pressures (P) have been determined based on Table R128 -1 of this standard, do not require additional signed aad sealed engineering design calculations. All other calculations must be prepared, signed and sealed by a professional engineer or registered archi- tect. 2. Definitions 2 .1 For definitions of terms used in this appli- cation standard, refer to ASTM D 1079 and the Florida Building Code, Building. t Calculated in accordance with ASCE 7. FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ 3. Applicability 3.1 This application standard applies to: a. exposure C category buildings; and b. building heights of less than or equal to 40 feet; and c. roof incline (pitch) is not greater than 1 / 2 in.:12 i6.° 3.2 Using Table 1 below, determine the mini- mum design pressure for each respective roof area, which corresponds to the appli- cable roof height range. 3.3 Referencing the selected Roof Assembly Product Approval, check that the listed maximum allowable design pressure for I I the particular approved system meets or exceeds those listed in Table 1 above. (RAS) 128.1 Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer; ,/ Product Approval No.: ©� ^ Q 111• �3 Design Wind Pressures, From RAS or Calculations; Pmax1 43 • Pmax2: �$ V Pmax3 :'1 Max. Design Pressure, from the specific Product Approval system: ^ 5'Z, Deck: L4,C't " GaugelThickness: S"/r Slope: At Type: Anchor/Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material u1R Insulation Base Layer: Base Insulation Size and Thickness: kJ /4 Base Insulation Fastener/Bonding Material Top Insulation Layer; Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: / Base Sheet(s) & No. of Ply(s): #1 . 5 1K)' , , 1t Base Sheet Fastener/Bon In Material: it Ply Sheet(s) & No. of Ply(s): P f yair 2, Q� IAS Ply Sheet Fastener /Bonding to i I: I , Top Ply: Tarte7 ko A bo ap1GW _13- 0 Top Ply Fastener/Bonding Material:. 14.5ek FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. TftrYlka Surfacing: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows p2 @ 9 " oc Perimeter: _" oc @ Lap, # Rows j @ . k _ " oc Corner: b " oc @ Lap, # Rows 4 @ i " oc Number of Fasteners Per Insulation Board: Fields►A'" I Q Perimeter !V ' Th illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 4 Corner /U //T Mean Roof Height MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64802 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TAMKO Modified Bitumen Roof System Over 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 renews NOA #04- 0506.03 and consists of pages 1 through 19. The submitted docuplentiquilv seeded lw'Alex Tigera. • • • •• .•• •. • • • .. • ••• • ••• • • • • • • • • • • • • • • • • •• • • • •• • •• • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • co • • ••• • • • • • •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • •• ..• • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGI.ER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07. 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub-Category: Deck Tvue: $Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Awaplan 170 FR Awaplan 170 Roll weight: 98 lbs.; 33' 11" x 39 3 / Awaplan Heat Roll weight 96 WeldingTM lbs.; 25' 5" x 39 3 /8" Awaplan Premium FRTM Dimensions Roll weight: 98 lbs.; 33' 11" x 39 3 /8 n Roll weight 101 lbs.; 33' 11" x 39 3/ Awaplan Premiumm Roll weight: 101 lbs.; 33' 11" x 39 Awaflex Roofmg SBS /APP, Modified Bitumen Wood -60 psf See General Limitation #1 Roll weight: 76 lbs; ASTM D 5147 35.9' x 36" Awaflex FR Roll weight 76 lbs; ASTM D 5147 ••• 33.8'I" • • • •• • • • • • •. •. •• • •.• • ••• • • • • • • • • • • • • • • . • • • • • • • ••• ••• • • • • • • • • • • • • .• •• • •••• • • • •• • • • ••• • • • • • • ..• • • • • • • • • • • • • • •• •• • • • •• • • Test Specification ASTM D 5147 ASTM D 6164 Type I, Grade G ASTM D 5147 ASTM D 6164 Type I Grade G ASTM D 5147 ASTM D 6164 Type 11 Grade G ASTM D 5147 ASTM D 6164 Type II Grade G ASTM D 5147 ASTM D 6164 Type II Grade G .. • • • • • • • • • • • • • • Product Description A 180 g/m polyester reinforced SBS bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 155gm/m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. SBS FR modified cap sheet constructed with a 155gm/m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 2 of 19 Product Awaplan Versa - Smooth Awaplan Versa -Flex Base N Ply® Glass - Base" Tam- Ca /P. Tam -Glass Premium" Tam-Ply IV Type 43 Base Sheet Vapor - Chan" Versa Base FRTM Versa BaseTM Versa -Cap FRTM Tain-Pro 846 Fibered Emulsion Coating Tam-Pro 813 Quick - Dry Primer • • • • • • • • • • • Dimensions Roll weight: 100 lbs. 33' 11" x 39 Roll weight 76 lbs; 33' 11" x 39 -3/8" Roll weight 72 lbs.; 97'-6" x 39 Roll weight 72 lbs.; 97' 6" x 39 Roll weight: 83 lbs.; 32' 11" x 39 Roll weight: 53 lbs.; 161' 9" x 39 Roll weight: 44 lbs.; 161' 9" x 39 Roll weight: 85 lbs.; 72' x 36" Roll weight 86 lbs.; 32' 11" x 39 Roll weight: 60 lbs.; 48'2" x 39 Roll weight: 94 lbs.; 48' 2" x 39 Roll weight: 87 lbs.; 33'.x9 5 g n • • • • • 5•galron • • • • • • • • •. • . • .. • • • •• •00 • ASTM D 1227, • bell • 'A .. • • •. . • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • .• • • • • .. • • • • • •0• • • Test Specification ASTM D 5147 ASTM D 6164 Type I Grade S ASTM D 5147 ASTM D 6164 Type I Grade S ASTM D 4601 Type B ASTM D 4601 Type II ASTM D 3909 ASTM D 2178 Type VI ASTM D 2178 Type W ASTM D 2626 ASTM D 4897 ASTM D 5147 ASTM D 5147 ASTM D 6163 Type I, Grade G ASTM D 5147 Product Description A 180 g/m polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 170 g/m nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing.; Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Asphalt impregnated glass felt for use in conventional and modified bitumen built- up roofing. Asphalt impregnated glass felt for use in conventional and modified bitumen built - up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coaxing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surfaced, SBS modified bitumen top membrane. Protective coating. D 41 Asphalt based primer NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 3 of 19 Product Tam -Pro 842 Fire Rated Fibered Aluminum Roof oating APPROVED INSULATIONS: Product Name Pyrox, White Line ACFoam Composite ACFoam 11 ConPearl EnergyGuard Perlite EnergyGuard Fiberboard Dens Deck Sturdi-Top Wood Fiberboard High Density Wood Fiberboard Perlite Insulation Board Armor Board Regular Fiberboard Hubert Fiberboard ENRGY 2, ENERGY 3, PSI -25 Retro -Fit Board, DuraBoard Fesco Board Kop-R Wood Fiber Structodeck, Stractodek FS .. ... • • • • • • • • • .. .. • • • • • • • • • • • • • • • .. • • Dimensions 5 gallons Isocyanurate Insulation Isocyanurate Insulation with perlite facer Isocyanurate Insulation Expanded perlite mineral fiber Expanded mineral fiber Wood fiber board Silicon treated gypsum Wood fiber insulation board. Regular wood fiber insulation High Density Wood Fiber insulation board. Perlite Insulation Wood fiber board Wood fiber board Isocyanurate Insulation. A high - density perlite roof insulation. Rigid perlite roof insulation board. Wood fiber board High Density Wood Fiber insulation board. • .. .. • . . • • • . .. • • ▪ • • • • • .. • • .. ... • ... • • • • .... • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • Test Product Sneclfication Description ASTM D2824, Flame retardant protective coating tYPe TABLE 2 Product Description .. • • .. . . • • ▪ • • • • Manufacturer (With Current NOA) Apache Products Co. Atlas Roofing Corp. Atlas Roofing Corp. Conglas GAF Mat'l. Corp. GAF Mat'L Corp. G P Products G-P Products Generic Generic Generic Honeywell Int'L Inc. Huebert Fiberboard, Inc. Johns Manville Johns Manville Johns Manville Koppers Industries, Inc. Masonite NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 4 of 19 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Product Name Dekfast Fasteners #12, #14 & #15 Deltfast Hex Plate #12 Roofgrip Fasteners Metal Plate Olympic Fastener #12 & #14 Olympic G -2 Olympic Standard Insul-Fixx Fastener InsulFixx S Plate Tru-Fast 11. Tm -Fast Plates EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Exterior Research & Design, LLC •• ••• • • • • • • • •• • • • •• ••• •• ••• • • • • • • • • • • • •• •• TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Insulation fastener for wood and steel. Galvalume stress plate. Insulation fastener Galvalume AZ55 steel plate Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate • • • •• Comparative Rupture Testing Class 1 Fire Class 1 Fire; 1-90 Windstorm Class 1 Fire; 1 -90 Windstorm Wind Uplift Testing Wind Uplift Testing • ••• • • • • •• Name • ••• • ••• •• • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• • •• • • • • • • ••• • • • • • ••• • • • • •. • • ••• • • • • • • • • • • • • •• •• • ••• • • Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. 2 7/8" x SFS Intec, Inc. 3 1/4" 3" round ITW Buildex Corp. 3" square Olympic Mfg Group, Inc.. 3.5" round Olympic Mfg Group, Inc. 3" round Olympic Mfg Group, Inc. SFS Intec, Inc. 3" round SFS Intec, Inc. The Tru-Fast Corp. 3" round The Tru-Fast Corp. Reuort J.L 4D0A7.AM J.I. 0Z4A3.AM J.L 1D4A7.AM J.L 3B5A9.AM 4444.06.98 -1 4449.08.99 -1 TTW Buildex Corp. Date 10.21.98 08.27.97 10.20.97 08.27.98 06.15.98 08.03.99 NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 5 of 19 APPROVED ASSEMBLIES: Deck Type 11: Wood, Insulated Deck Description: Minimum i5/32" or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports System Type A: Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of Tamko Glass Base, Vapor -Chan or Base N Ply fastened to the deck as described below: Fastening: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and 1=5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. ( - 52.5 psf, See General Li�ntitation #7.) (Option #2) Attach anchor sheet using #12 or #14 Dekfast Fasteners with Hex Plates, SFS #12 or HD Insulfxx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. ( psf, See General Limitation #7.) One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft ACFoam 11 Minimum 12" thick N/A N/A UltraGard Gold Minimum 1.3" thick N/A N/A ENRGY -2, ENRGY -3, PSI -25 Minimum 1.4" thick N/A N/A Top or Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ConPerl, EnergyGuard Perlite, Fesco Board, Retro -Fit, High Density Wood Fiberboard, Structodek FS Minimum i/i" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a aft01111Jaiet ofapproved.top layer insulation installed as the final membrane substrate. Compokte jai be used as a top Layer placed with the polylsocyanurate side !acin dev . • • : • • • • ••• • ••• •• • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • 00 • 00 • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • NOA No.: 07. 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 6 of 19 Base Sheet (Optional) One ply of Glass -Base, Base N Ply, Versa -Base, Versa -Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Ply Sheet: One or more plies of Tam-Glass Premium, Tam-Ply N, Glass Base, Base N Ply, Awaplan VersaFlex, Awaplan Versa - smooth, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20- 40lbs.sq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Surfacing: Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 3001bfsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbJsq.. 2. Tam-Pro FR Aluminum Coating applied at 11/2 gal./sq., or Tam-Pro 846 Fibered Rmulsion Coating at 3 galJsq. Maximum Design Pressure: See Anchor Sheet Fastening Options above. •• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • . • • • • •• • • • ••• • • • •• •• • • • •• • ••r • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • ••• • • ••• • • • • • • • • • • . • • • • • • • • • • •• •• • •. .• • ... • • • ... • NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 7 of 19 Deck Type 1I: Wood, Insulated Deck Description: 19 /32" or greater plywood or wood plank System Type B(1): Base layer of insulation mechanically fastened; optional top layer adhered with approved asphalt. All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam II, White Line Minimum 1.2" thick 1, 3, 5 or 10 1:2 ft ACFoam II Minimum 14" thick 1, 3, 5 or 10 1i4 ft ENRGY -2, ENRGY -3 Minimum 1.4" thick 1, 3,5 or 10 1:2 ft UltraGard Gold Minimum 1.3" thick 1, 3, 5 or 10 1:2 ft ACFoam Composite Minimum 15" thick 1, 3, 5 or 10 1:4 ft ConPerl, EnergyGuard Perlite, Fesco Board, Armor Board Regular, Esgard, Wood Fiberboard, EnergyGuard Fiberboard, Huebert Fiberboard, Kop-R Wood Fiber, Structodek Minimum 1" thick 1, 3, 5 or 10 1:2 ft Note: Base Layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintainieg the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft ConPerl, EnergyGuard Perlite, Fesco Board, Retrofit Minimum V2" thick N/A N/A ACFoam Composite Minimum 1.5" thick N/A N/A Note: Apply optional top layer of insulation shall be adhered with approved hot asphalt within the EVT range and at a rate of 20-40 Ibs/100 fe Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as the base Layer shall only be used as the base layer with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side face down. •• ••• • • • • • Base Sheet: • (O Onn " Glps -Base, Base N Ply, Versa -Base, Versa - Smooth, • • •Apiil ■ 3/e'r ea'F1ex, � of Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. •• • • ••• • • • • ▪ • • • • • • • • O OOO O • •• •• ' • ▪ • •• ••• • • • • ••• • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• •• •• •• •• •• • NOA No.: 07-0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 8 of 19 Ply Sheet: Membrane: Surfacing: One or more plies of Tam -Glass Premium, Tam -Ply IV, Glass Base, Base -N-Ply, Awaplan VersaFlex, Awaplan Versa - Smooth, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20-40 lbsJsq.; or Awaplan Heat Welding or Versa -Smooth adhered by torch. Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400lbsq. gravel or 300lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbJsq.. 2. Tam -Pro FR Aluminum Coating applied at 11/2 gal. /sq. or Tam-Pro 846'Fibered Emulsion Coating at 3 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation #9.) • •• ••• • • • • • • • • • • • • • • •• • • ••• • ••• • • • • • • • • • • • • •• • • • •• • •• • • ••• • • • • • •• •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • NOA No.: 07-0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 9 of 19 Deck Type 1I: Wood, Insulated Deck Description: 19 62" or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type B(2): Base layer of insulation mechanically fastened; top layer adhered with approved asphalt. All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft ACFoam II, ENRGY -2, ENRGY -3, PSI -25 Minimum 1.5" thick 5 or 8 1:133 ft Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft High Density Wood Fiberboard Daum' um W' thick N/A N/A Note: Apply optional top layer of insulation shall be adhered with approved hot asphalt within the EVT range and at a rate of 2440 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as the base layer shall only be used as the base layer with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side face down. Base Sheet: (Optional) One ply of Glass -Base, Base -N -Ply, Versa Base, Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs/sq. Ply Sheet: One or more plies of Tam -Glass Premium, Tam-Ply IV, Glass Base, Base -N -Ply, Awaplan VersaFlex, Awaplan Versa - Smooth, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20-40 lbsJsq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. • • ••• • • • • • ••• • • • • •• • • • • • • . • • • • • •• ••• •• • • • •• •• • • • ••• •• • • • • • • • • • •• • • • • • • • • . . ' • • : • • •• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• •• • • • ••• • • NOA No.: 07-0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 10 of 19 Surfacing: Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Aluminum Coating applied at 112 gal./sq., or Tam-Pro 846 Fibered Emulsion Coating at 3 gal./sq. Maximum Design Pressure: -60 psf (See General Limitation #7.) •• ••• • • • • ••• • • • • • • • • • • • • •• • • • ••• • • • • • •• • • •• ••• • • • • •• • • • • • •• •• • • .. •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • ••• • •• •• • • • •• • • ••• • • • ••• • NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 11 of 19 Deck Type II: Wood, Insulated Deck Description: 19/32' or greater plywood or wood plank System Type C: All layers of insulation simultaneously mechanically fastened. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer ACFoam 11, White Line Minimum 12" thick UltraGard Gold rinimum 13" thick N/A N/A ENRGY-2, ENRGY -3, PSI -25 Minimum 14" thick N/A N/A Note: All layers shall be simultaneously attached; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ConPerl, EnergyGuard Perlite, Fesco Board, Armor Board Regular, Esgard, Fiberboard, EnergyGuard Fiberboard, Huebert Fiberboard, Hop -R Wood Fiber Minimum 1" thick 1,3,5 or 10 1:2 ft Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet (Optional) One ply of Glass -Base, Base N Ply, Versa -Base, Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Ply Sheet: One or more plies of Tam -Glass Premium, Tam-Ply IV, Glass Base, Base N Ply, Awaplan VersaFlex, Awaplan Versa - Smooth, or Versa Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Membrane: •• ••• • • • • • • .• ••• • Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20-40 lbs.sq.; or Awaplan Heat Welding or Versa -Smooth adhered by torch. •• • • • • •• . • • •• • •••• •• • • ••• • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • •• . • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •• • •• •• ••• • • • .• Insulation Fasteners Fastener (Table 3) Density/ft N/A N/A NOA No.: 07.0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 12 of 19 Surfacing: Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: L 400 lb /sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Aluminum Coating applied at 1% gal./sq., or Tam-Pro 846 Fibered Emulsion Coating at 3 gal./sq. Maximum Design Pressure: -45 psf;(See General Limitation #9.) •. •.• • • • • • .. • • • • • • • .• •.• •• • • • •. • ••• • ••• • • • • • • • • • • • • • • • • •• • • •• • •• • . • • ••• • •. • • • • . . • • • • • • • • •.• • • • • •.• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • . • • 00 •• ••• .:• • • NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 13 of 19 Deck Type II: Wood, Insulated Deck Description: Minimum 15 /' or greater plywood or wood plank Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c, at perimeters and intermediate supports. System Type D: Base sheet attached over insulation. All General and System Limitations apply. One or more layers of any of the following insulations adhered to deck Insulation Layer ACFoam 11, White Line Minimum 12" thick UltraGard Gold Minimum 1.3" thick ENRGY -2, ENRGY -3, PSI -25 Minimum 1.4" thick ConPerl, EnergyGuard Perlite, Fesco Board Minimum 3 /4"" thick N/A N/A Armor Board Regular, Esgard, Fiberboard, EnergyGuard Fiberboard, Huebert Fiberboard, Kop- R Wood Fiber, Structodek Minimum' "" thick N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Tamko Glass -Base, Versa Base, Awaflex, Versa -Flex, Vapor -Chan or Base N Ply fastened to the deck as described below: Fastening: Attach anchor sheet using #12 or #14 Dekfast Fasteners with Hex Plates or SFS #12 HD Insulfixx S or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. i n a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One or more plies of Tam -Glass Premium, Tam-Ply IV, Glass Base, Base -N -Ply, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. •• • •• • • • • • • •• • • • • • • • • •• • •• • • • • • • • ••• • ••• • • • • • • • • • • •• • • •• • •• • • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • •• •• • • • • • • • • ••. • • • • • • • • • • • • • • •• •• ••• • • Insulation Fasteners Fastener (Table 3) Density /ft NIA N/A N/A N/A N/A N/A NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 14 of 19 Membrane: Surfacing: Maximum Design Pressure: -60 psf; (See General Limitation #7.) •• .. • • • • • • • • • • •• ••• •• • ..• • • • • • •• • • • • • • • • • •• • • • • • • • ••• • .• . .. • • . • • • • • • ••• • . • • • • • •• •• • • ••• • • • Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20- 40lbs.sq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lbJsq. gravel or 300 lbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbJsq. 2. Tam-Pro FR Aluminum Coating applied at 1 gal./sq., or Tara-Pro 846 Fibered Emulsion Coating at 3 galJsq. • • • •• • • • • • •• •• • • •• •• • • • • • • • • •• • • • • • • • • • • • • • • •• • •• • • NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 15 of 19 Deck Type 1: Deck Description: System Type E: Anchor Sheet Fastening: Ply Sheet Membrane: Surfacing: Maximum Design Pressure: . ..• • • • • • • • •• ••• •• • ••• • ••• • • • • • • • • • • • • • •• • • •• • • • • ••• • ••• • • • • Wood, Non - insulated Minimum 15 /32" or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. Base sheet mechanically fastened. All General and System Limitations apply. Ono ply of Tamko Glass -Base, Vapor -Chan, Versa -Flex, Versa-Base, Versa- Smooth or Base N Ply fastened to the deck as described below: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. ( — S2.5 psi, See General limitation #7.) (Option #2) Attach anchor sheet using #12 or #14 Dekfast Fasteners with lKex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. ( — 60.0 psf, See General Limitation #7.) (Optional) One or more plies of Tam -Glass Premium, Tam-Ply IV, Glass Base, Base-N-Ply, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa-Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400' F at the point of contact and at a rate of 20-40 lbsJsq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: L 400lb.sq. gravel or 300 lbfsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam -Pro FR Aluminum Coating applied at 11 galJsq., or Tam-Pro 846 Fibered Rmulsion Coating at 3 gal./sq. See Base Sheet Fastening Options above • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • •• • • • •• •• • • • • •• • • • • • • • • • • • • • • •• • • • NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 16 of 19 1 Deck Type 1: Deck Description: System Type E(2): Anchor Sheet: Fastening: Ply Sheet: Membrane: Surfacing: •• ••• • • • • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • • •• • • •• • •• • • • •• • ••• • • • • • • • • • • • • • •• •• Wood, Non - insulated Minimum 15 /32 " or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. Base sheet mechanically fastened. All General and System Limitations apply. One ply of Tamko Glass -Base, Vapor -Chan, Versa-Flex, Versa Base, Versa - Smooth or Base-N-Ply fastened to the deck as described below: (Option #1) One ply of Red Rosin sheet loose laid over deck. Followed by anchor sheet attached using Simplex Mega Cap Nails spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. ( psf, See General Limitation #7.) (Option #2) Attach anchor sheet using Simplex Mega Cap Nails spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. ( psf, See General Limitation #Z) (Optional) One or more plies of Tam -Glass Premium, Tam -Ply N, Glass Base, Base-N-Ply, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR" Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20-40 lbsJsq.; or Awaplan Heat Welding or Versa -Smooth adhered by torch. Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lbisq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbJsq.. 2. Tam -Pro FR Aluminum Coating applied at 1 gal./sq. or Tam-Pro 846 Fibered Emulsion Coating at 3 galfsq. • • • • • ••• • • • • • Maximum Design Pressure: See Base Sheet Fastening Options above • • • • •• • • • •••• •• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • •• • • •• • • • NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 17 of 19 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank System Type: Tile Underlayment, Base Sheet mechanically attached. M1 General and System Limitations shall apply. Anchor sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: Maximum Slope: •• ••• • . • • • • • •• ••• ••• • • • • ••. • • • • • • • •• •• • • • • • • Tamko No. 30 UL, Type 43 Coated Base, Base-N-Ply®, Vapor- Chaem, or Versa - BaseTM base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet.' (Optional) One or more plies Tam -Ply IVTM or Tam-Glass PremiumTM sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. One ply Awaplan Premiumlm, Awaplan 170TM, Awaflex, Tamko ASTM Slate Surface or Tamko ASTM Tile Underlayment Cap sheet may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. *Cap Sheet may also be installed parallel to the slope of the roof (i.e. strapping). If membrane or cap sheet is strapped, then anchor sheet and ply sheet must also be strapped. Refer to Tile Manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and Applicable Building Code. • • • ••.• • •• • • ••• • • • • • •• • • •• ••• • • • •• • . • • • • • •• •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • •• •• ••• • • NOA No.: 07- 0111.03 Explration Date: 05/23/12 Approval Date: 05 /10/07 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1. A slip -sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 1bf , as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable. ). • • • • • • • 10. All prodficts list& r14$ siatlit4ii quality assurance audit in accordance with the Florida Building . • d kite 913! 7$ a dm 'Florida Administrative Code, END OF THIS ACCEPTANCE • ••. • • • • • • •• • • •. ••• • •. • • • • •. • • • • • • • • ••. • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 19 of 19