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RF-13-294Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185863 Permit Number: RF -2 -13 -294 Scheduled Inspection Date: March 29, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: MFS ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060142870 Phone: (305)383 -2280 Building Department Comments FLASHING OF ROOF PENETRATION ON THIRD BATHROOM Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 28, 2013 For Inspections please call: (305)762 -4949 Page 14 of 32 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit No. E-3 21:]3 B1' Master Permit No. RC -6 -12 -1029 ROOFING JOB ADDRESS: 9520 Biscayne Boulevard City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: 11-3206- 014 -2870 Is the Building Historically Designated: Yes NO XX Flood Zone: N/A OWNER: Name (Fee Simple Titleholder): Grethel Fevig Phone*: 305-206-4428 Address :9520 Biscayne Boulevard Miami Shores Florida 33138 City: State: Zip: Tenant/Lessee Name: N/A Phone#: N/A Email: grethel112382 @hotmail.com CONTRACTOR: Company Name: MFS Roofing, Inc. Phone#: 305 - 251 -0677 Address: 14090 SW 144 Avenue Rd City: Miami state: Florida 33186 Qualifier Name: Hector Alvarez Phone#: 3 5 -251 -0677 State Certification or Registration #: CCC 1327902 Certificate of Competency #: Contact Phone#: 305 - 251 -0677 Email Address: mfsroofing @yahoo.com DESIGNER: Architect/Engineer: N/A Phone#: N/A Value of Work for this Permit: $100.00 Square/Linear Footage of Work: 25 Sq. ft. Type of Work: DAddition DAlteration UNew ! epair/Replace UDemolition Description of Work: Flashing of roof penetration in 3rd bathroom Color thru tile: Submittal Fee $ Permit Fee $ /00 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 Banding 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 ET.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTTFRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Al'H' DAVIT: 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 iss ^ 'd. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 13 day of Dec. 20— b y Grethel Fevig who is personally known to me or who has produced FL Driver's Lic. As identification and who did take an oath. NOTARY I LIC: Sign: Print: Signature Contractor The fo egoing instrument was acknowledged before me this 13 day of Dec. 20 _, by Hector Alvarez who is personally known to me or who has produced FL Driver's Lic. as identification and who did take ARY P t LIC: t My Commission Expires: My Commission Expires *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *; *tike * ** a* * * * * * * * * * * * * ** Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 {10 /07)(Revised 06/10/2009)(Revised 3/15/09) 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 12/13/12 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Jason Fevig / Grethel Fevig Property Address:9520 Biscayne Boulevard, Miami Shores, FL 33138 Roofing Permit Number. Dear Building Official: Grethel Fevig certify that I am not required to retrofit the roof to wall connections of my building because: a 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 constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 e.ition of the South Flori.a Building Code (1994 SFBC) Signature Grethel Fevig Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the Swom to and subscribed before me this 13th day of December, 2012 Notary Public, Sate of Florida at Large above property men • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hu Revised on 5/21/2009 or a 1994 Property Information: Folio 11- 3206 - 014 -2870 Property Address 9520 BISCAYNE BLVD Owner Name(s) JASON FEVIG GRETHEL FEVIG Mailing Address 9520 BISCAYNE BLVD MIAMI SHORES FL 33138 Primary Zone 1100 SGL FAMILY - 2301 -2500 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,266 Lot Size 8,125 SQ FT Year Built 1974 Legal Description MIAMI SHORES SEC 3 PB 10 -37 LOT 3 & TRIANG PORTION LOT 3 -A DESC - BEG NELY COR LOT 3 -A SELY13OFT SWLY25FT NELY TO POB BLK 75 LOT SIZE 8125 SO FT Assessment Information: Current Previous Year 2012 2011 Land Value $87,750 L`.. $195,815 $97,500 $197,005 Building Value Market Value $283,565 $294,505 Assessed Value $283,565 $294,505 Exemption Information: 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 Pedro J. Garcia Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $0 / $283,565 $0 / $294,505 School Board $0 / $283,565 $0 / $294,505 City $0 / $283,565 $0 / $294,505 Regional $0 / $283,565 $0 / $294,505 Sale Information: Date Amount Recording Qualification Code Book -Page 3/2012 $230,000 28049 -1762 Sales qualified as a result of examination of the deed 10/1999 $0 18958 -4317 Sales which are disqualified as a result of examination of the deed 8/1990 $127,500 14685 -2943 Sales which are qualified 5/1974 $24,500 00000 -0000 Sales which are qualified 11/1973 $18,000 00000 -0000 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 .govrinfoldisclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Thursday, December 13, 2012 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPECTION PERMn- NO. RC-6- 121029 TAX FOLIO NO. 11- 3206-0142870 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that hnprovements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infonnadon is provided in tiffs Notice of Commencement 1 111111 11111 11111 11111 1111111111 1111111111111 CFN 2C 1l RO3.EC®41-$101 OR Bk 28480 Pe 3725f (fps) RECORDED 02/03/2013 09:12153 HARVEY RUVII4r CLERK OF COURT IIIANI -DADE COUWTYr FLORIDA LAST PAGE p� fro Space above reserved for use of recording office MI SHORES description of n 3 e and LOOT BLK ddres 9520 BISCAYNE BLVD, MIAMI SHORES, FL 33138 2. Description of improvement ROOF REPAIR 3. Owner(s) name and address: GRETHEL FEVIG - 9520 BISCAYNE BLVD, MIAMI SHORES, FL 33138 interest in property: OWNER Name and address of fee simple titleholder. 4. Contractor's name, address and phone maroon. MFS ROOFING, INC. -14090 SW 144 AVE RD, MIAMi, FL 33186 305 -251 -0677 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bonus $ 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 number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (tie expiration date is 1 year front the date of recording unless a different date Is sped) 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 4 SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU • CE OF COMMENCEMENT. Signature(s) of Prepared Print Name RET L FEVIG TifB/OfRce OWNER r/Director/Partner/Manager Prepared By print Name PREPARED BY: DANIEL GARCIA Thjegme 14090 SW 144 AVE RD, MiAMI, FL33186 STATE OF FLORIDA COUNNr1Y o OF FF MIAMI-DADE The y G 13TH By Instrument G was acknowledged before me this day Id Individually, or ❑ as for U Personally known, or kh produced the following type of ide Signature of Notary PublIo Gar Print Name: egD na DECEMBER 2012 (SEAL) _. 'U 1 Zii1L2 :1- t1 j?.. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. GROOM RIVERA Votary Palle - State rri Flag • My Coma Funds Jo 7, 2017 Conuntston • EE13311105 Na Ianal NOPaY MSL Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 BUSINESS NAME: COMPLETE CONTRACTOR'S INFORMATION BUSINESS ADDRESS: I Q t AteEW CITY O,,t A,,l_i STATE ZIP CODE BUSINESS PHONE: � — ► C���°l FAX NUMBER (=� CELL PHONE (3E °1 `Rck QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: _'.:�"i'_12:>D7—kcQ� E -MAIL ADDRESS (IF APPLICABLE): t IL-Roa R-lctl.4 Created on 3119109 BY MLDV 1 RV 3126!09 MLDV 1 CERTIFICATE OF LIABILITY INSURANCE DATE (MM.0D/YYYY) 06/12/2012 09,55 Ad THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. DAPORTANT: M the crficate holder Is an ADDITIONAL INSURED, the poll yr(Ies) must be endorsed.11 SUBROGATION IS WAVED, subject to the terms and condltlons o1 the policy, celtaln policies may require an endorsement a statement on this crtMicate does Trot confer rights to the certiticate holder In lieu o1 such endorsement(s). PRODUCER Highpoint Risk Services LLC 5510 LBJ Freeway, Suite 1200 Dallas, TX 75240 menu we moo (4%1AF* (800)728 -8023 Irralroc.soy(82), 380 eaa.aoma®: IISUREBSAFFORDN000VERAOE NAC4 INSURER A: QOID$" ° Property and Casualty Insurance 01mpany 12157 INURED: ANS 1 /c /f2 MFS Roofing, Inc.. 13247 SW 86 ST. MIAMI, FL 33183 Phone, (305) 251 -0677 Fax, (305) 251 -0383 INSURER 8: run„nton Property and casualty Insurance coupany 12157 INSURER C: ■ INSURER D: 06/22/2012 INSURER E. OCCURRENCE INSURER F: leaammeaom) • THIS IS TO CERTIFY THAT THE POLCIES OF =WITHSTANDING ANY REQUIREMENT, TERM PERTAIN, THE INSURANCE AFFORDED BY THE MAY HAVE RFFN RFOUCFO RY PAID CLAIMS INSURANCE OR POLICIES LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLCY PERIOD INDCATED. CONnmoN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY DESCREED HEREIN 0 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDRIONS OF SUCH POLICES. LIMITS SHOWN LTTRR TYPE OF INSURANCE POLICY NUMBER DATE_ MMIID DATEIMNVDDD/YY1 LIMITS A GFINERALUABILITY g COMM�W.GENERAL UABILITY ■ ■ FLG4087391 06/22/2012 06/22/2013 OCCURRENCE $ 1000000 $ 100000 leaammeaom) I CLAMS WOE Ea OCCUR MED EXP(ATWee Pmson) $ 5000 PERSONAL &ADV INJURY_e 1000000 GENERAL AGGREGATE $ 2000000 GENT_ AGGREGATE LIMIT APPU�ESPER: flP'OLCY I ^ I J 1 1 1 WC PRODUCTS. COMPOP RPM $ 2000000 $ AUTOMOBILE — _ LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea =Meet) $ . . BODLY E4JURY(Per parson) $ �ILYOURYO'ereaoMen5 $ PROPERTY DAMAGE (Per =bent) $ $ _ UMBRELLA LIAB FiniAmemADE EXCESS LIAB OCCUR • • EACH OCCURRENCE $ AGGRB3ATE $ — DEDUCTIBLE RETBJTION $ $ $ H WORKERS EMPLOYERS' ANY OFFICEAMHAHER (Mandatary tlyeedescrlbetmder gpEctA(. COMPENSATION AND LIAABILRY YAV WA ■ DPE26272740260 04/01/2012 04/01/2013 K I 'S RA I F#1 'fORYLI.tti' Ica PROPERIEm EXECU'RVE EXCLUDED? © PROVIMONhela EL EACH ACCIDENT $ 1000000 EL DISEASE- EgEMPLOYEE $ 1000000 ELDISEASE -POLCY UAIT $ 1000000 • • DESCREMON OFOPERATDNSLOCATIONSNEHCLES (Attached ACC, ORDtm, AddIUaml Remarks Schedule, It =rascaee le replied kilaieletoel$utcgfOttA88 jpioye�sKfo FLTiSieassedd o °A log ing is in good standing t n� 2/ �2it ADS. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG. DEPT. 10050 R.E. 23D AVE. MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATNE • -."..+gym -m -' - -' 1988-2010 ACORD CORPORATION. All right reserved 608130 -1 BUSINESS NAME '1 LOCATION MFS ROOFING INC 13247 SW 86 ST 33183 UNIN BADE COUNTY THIS ISRi3TABILL -DO NOT PAY RENEWAL Necevr STATE 1327gp2634380 -0 OWNER MFS ROOFING INC Sec. Type of Business 196 SPECIALTY BUIL TNJS LS ONLY A LOCA(. EM MEN TAX RECEWT. it DOES NOT MOST TOM HOLDER TO VIOLATE ANY EXUDING REGULATORY OR MEND LAWS D NOR HOLDER FROM ANY CHETER PERMIT OR mane memo BY LA% THIS IS NUT A CEFITIFICATLON OF THE HOLDERW OVAL/RCA- Tom PAYMENT RECEDED M COIDDVTAX 09/17/2012 09010305001 000075.00 SEE OTHER SIDE DINS CONTRACTOR WORKE1 /S 00 NOT FORWARD MFS ROOFING IMC MIGUEL GARCIA PRES 13247 SW 86 ST MIAMI FL 33183 1161+111113 l .11111111d 118 SECTION R4402.14 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 Require • _ : = tions of the Pe " Appiica ' • n Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles ]l A,B,D 1,2,4,5,6,7 Co Clay Tile lf�� r�m A,B,D,E 1.2.3.4.5,6,7 ',Meal ofs A,B,D 1,2,3,4,5,6,7 S d A,B,D 1,2,4,5,6,7 t'bp air, As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing Calculation Documentation Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Ire P_.,_. Contractor's Name ►&%.co Job Address qe) e` � ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set 111 Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/ Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers scuppers and overflow drains. Include dimensions of sections and level identify dimensions of elevated pressure zones and location of parapets. ■■■■■■■■■■■■■■■■■■■■■■ m■■■■■■■■ ■■■■■■ ■ ■■■■■■■■■■■■ ■■■■<<m'i mummuu iii iii �iiiiirmormimmummumi ii iiin ownsm u%i !1■■■�t:l_i ■■■ ■ ■■■■� -!_■ m_!_ mm a■mrm=■ ■t■ ■■m '' 11■■ MM■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■IM■MEMMi■■ai ■ ■ ■ ■ ■ ■■ ■■■ i! A■ L`■■ it■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■i■■■■■■■■■■ rC■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■ ■■■ ■ ■■■■ ■ ■,uiGiri ■■ ■■ ■■ ■Oi■ ■■ ■■■■■'\■ ■■EM■■■■■■■■■■■■■■■ ■■ ■v■■■■ ■■■l■ ■tirii■■■■■■■ WIIM M■■■ M■■ J■ L!■■ rii■■■■■■■■■■ N■.A\■■ ■ ■■■■■■■CAA■■i■ ■■ ■■■ ■ ■■■ iCi ■L. M..∎f i''■ ii( I■ tM7 L` ■■■ ■■■■!iL\M!■■■■■ ■■■ ■&r■ ■ ■■ ■ ■ ■■■■ ■■ ■■ R ■ ■ ■ ■■ ■ta■iO/■MMII■M ■■■■■■■VOWA'■■■■■■■■■■■■ WCO i■■■■ ■■■■ ■■ ■ii■ ■ ■ ■1■■■\ 1[1AU■[i► ■■■■■■■■NL i\O■■■■■■■■■■■■h Uh ii■■■■ ■■■ ■■ ■ ■ ■ ■ ■■■■■■■■■■!■■ ►rA■■■■■■■■■ \L■li■■■■■■■■■■■■ ■iii. ■■ ■■ ■ ■■ ■ ■■ •■■■■■■■■■■■■■■g!■ r' i■■■■■■■■■ ` ■ ■ ■7■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■=i■■■■ ■■■ ■■■■■ ■■■■■■■■■■■■■■■ L■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■i■■■■■■■■■■■■■■ ■■■■■[■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ai■■■■■■■■■■■ ■■■■ 1( i!■■ i■ ■M■N■■■■■■■■■■■■■■■■■■■■■■■� ■ ■ ■ ■ ■■■ ■■ ■ ■■ ■ ■■ ■ ■■■■■ ■m� ■■ i=■■; ■Clt!■■■■ ■■ ■ ■ ■■■■ ■ ■ ■ ■■ ■■■■ ■'4 ■r ■ i■■■■ ■■■■ ■■ ■■■■■■■■■■■■% Florida Building Code Edition2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: NOA No.:(— Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: 1 Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: �j‘ Slope: ,k pia Fastener Spacing for Anchor /Base Sheet Attachment Field: C\ " oc @ lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows @ " oc Comer: " oc @ Lap, # Rows @ " oc Number of Fasteners Per insulation Board Field: Perimeter Corner _46,. Illustrate Components Noted and Details as Applicable: Woodbtocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor /Base Sheet & No. ofPiy(s): , t tr°Base Flashing, Counter- Flashing, ping, E Anc&hor /Base Sheet FastenerBonding Material: Insulation Base Layer: 11, Base Insulation Size and Thickness: A:4\ Base Insulation Fastener /BondirI vial: Top Insulation Layer: t� Top Insulation Size and Thickness: ka .. Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: ik Pty Sheet(s) & No. of Ply(s): Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 1 c1c.c� C%1te FT. Ply Sheet FasteneriBonding Material• Top Ply r r' k. :(7- gt %.a ' 1k i 0,C, Top Ply Fastener Bondi gMategal: +tom Surfacing: 1,i1 \A—, MIAMFOADE 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 331304563 (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 herein, and has been designed to comp i the Florida Building Code and the gh Velocity Hurricane Zone of the Florida Building Code. DESCRII' ON: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shal a manufacturer's name or Iogo state and following statement: "Miami -Dade County Product Control Approv herein. erwise noted 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 Tvpe: Maximum Design Pressure Roofing Modified Bitumen SBS /APP Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster", MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak Buster", Matrix", 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterT, Matrix", 322 Elastomeric Roof Coating LeakBusterTM Matrix", 306 LeakBusterTM Matrix", 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sh GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex Ply", 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Test Dimensions Specification 5, 55 gallons ASTM D41 60 lb. Bags ASTM D1863 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937' (1 meter) Wide ASTM D1227 ASTM D 2824 ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 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. Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II 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 RUBERO�Mop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule Dimensions 3937" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937" (1 meter) Wide RUBEROID® EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID®20 RUBEROID® 30 .37" (1 meter) Wide 1 meter (3937") wide 107 sq. ft. (9.9 m2) 3937" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 1 meter (3937") wide 39.37" (1 meter) Wide 3937" (I meter) Wide Test Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5I47 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09 -0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based (optional) Underlayment or Securockm. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat WeIdTM Smooth or RUBEROID® SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General 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, #14 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,DAECTIASheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fasten .r. n . _ " field. *+.o rows 9" o.c. in the um Design Pressure 52.5 psf, 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 #7J 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 -TecrM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 31 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 —7S psf, See General Limitation #7J Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- WeldTM Smooth or RUBEROID® SBS Heat WeIdTM) 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 lbssq. or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: 0....Ae_Etx of RUBEROID® Torch Smooth, RUBER ID Torch Granule, Roof MatchTM APP Torch Granule, RUBEROID `' EnergyCapTM Torch Granule FR, RUBERO1D ®Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Surfacing: Maximum Design Pressure: One or more plies of RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROID® SBS Heat We1dTM 170 FR, RUBEROID® EnergyCapTM SBS Heat We1dTM Plus FR, RUBEROID® SBS Heat We1dTM, RUBEROID® SBS Heat- WeldTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat We1dTM 25 applied according to manufacturer's application instructions. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following. 1 Gravel or slag applied at 400 lbssq. and 300 lbs.sq. respectively in a flood coat of approved asphalt at 60 Ibsisq. 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 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715, Leak Buster"' MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Busterm MatrixTM 602 MB Xtra Elastomeric Roofmg 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 lto 1.5 galJsq 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's' 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 20-40 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 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 maimnm 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 2751bf . 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 TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 " Ruberold 20" or "Ruberold Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-In. thick (minimum) gypsum board or 1A-In. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard M Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system Is acceptable for use over combustible (15/32 -In. minimum) roof decks. However, the butt joints in the gypsum board and G-P Gypsum Corp. "DensDeck ® Roofboard," " DensDeck Prime® Roofboard" or "DensDeck DuraGuard Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Id-Ply Ply 4" or "Ply 6" may be adhered to G-P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard T'" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® EliminatorT" Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation Is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri -Ply #75 Base Sheet", or "GAFGLAS® #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"' Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator Venting Base Sheet (Sellable)." Perforated io be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or 'Tri -Ply #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator'" Venting Base Sheet (Reliable)" may be substituted for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid" may be used for flashing In any of the Class A, B or C systems listed below. When "periite" Is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. 1 of 50 7/611010:11 AM Membrane Adhesive" applied at 2 -ga1/100 -ft2 Membrane: — "Ruberold® Mop 170 FR" or "Ruberold® SBS Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapT" Mop Plus FR" fully adhered with "Matrix 102T" SBS Membrane Adhesive" applied at 2- ga1/100 -ft2. 43. Deck: NC incline: 1/2 Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet ", "Tri -Ply #75 Base Sheet" or Type G1 or Type G2, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies "Ruberoid® 20" or "Ruberold® Dual Smooth" hot mopped or mechanically attached. Membrane: — "Ruberoid® 30" hot mopped in place. 44. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, any thickness. Base Sheet: — One or more plies Type G1 or G2 " GAFGLAS #75 Base Sheet", or "Tri -PIy #75 Base Sheet", mechanically fastened. Ply Sheet: — Two or more plies Type G1, "GAFGLAS Flexply 6" or `Tri -Pty Ultra - Flexible PIy 6" fully adhered with "Matrix"" 103 Cold Process Adhesive" adhesive applied at 2 -gal /100 -ft2 Surfacing: — No. 11 mineral granules adhered with "Matrix'!" 103 Cold Process adhesive" adhesive applied at 2-gal /100 -ft2 45. Deck: NC Incline: 1/2 Insulation (Optional): — Wood fiber, glass fiber or perlite, 1/2-in. min thickness over any UL Classified insulation, any combination, any thickness. Base Sheet: — One or more plies "Liberty MA Base Sheet" mechanically fastened. Cap Sheet: — One ply " Uberty FR SBS Self- Adhering Cap Sheet" or "Ruberold® SA Cap FR Sheet" self adhered. 46. Deck: C -15/32 Indine: 1/2 Base Sheet — Type G2 "GAFGLAS #75" Base Sheet, or "Tri -PIy #75 Base Sheet ", mechanically fastened. Base Sheet: — One or more piles "Uberty MA Base Sheet ", mechanically fastened. Cap Sheet: — "Uberty FR SBS Self- Adhering Cap Sheet" or "Ruberoid® SA Cap FR Sheet" self adhered. 47. Deck: NC Indine: 1 Insulation (Optional): — Any UL Classified polyisocyanurate, perlite, wood fiber, glass fiber any thickness. Base Sheet: — One or more piles Type G2 "GAFGLAS #75 Base Sheet", or "Tri -Ply #75 Base Sheet", mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 " GAFGLAS PIy 4" or'Tri -Ply PIy 4 ", or " GAFGLAS Ply 6" mechanically fastened or hot mopped. Membrane: — "Ruberoid® EnergyCap Torch Plus FR" or "Ruberoid® EnergyCap Torch Granule FR" heat fused. 48. Deck: NC Incline: 1 Insulation (Optional): — Any UL Classified polyisocyanurate, perlite, wood fiber, glass fiber any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet" or'Tri -PIy #75 Base Sheet" mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS PIy 4" or'Tri-Ply Ply 4" or " GAFGLAS PIy 6 ", mechanically fastened or hot mopped. Membrane: — "Ruberoid® 30 FR" or "Ruberoid® EnergyCap SBS 30 FR" hot mopped. Surfacing: — "EnergyCote "applied at 0.6 -gal. /100 -ft2 49. Deck: C -15/32 Incline: 1 " rr • 1- al /100 -ft2. Base Sheet: — One 2 "GA 75 Sheet' or "Tri-PIy #75 Base Sheet", m_ o ^ ened. em cane: — "Ruberoid® Torch Granu a Base Granule 1" or "Ruberoid® Torch Granule Plus Ruberoid® °°rod°° eaTis_es1. 50. Deck: C -15/32 Indine: 1/2 Primer: — "Fire Out" applied at 1 -gal /100 42. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Id-Ply #75 Base Sheet" mechanically fastened. Ply Sheet (Optional): — One ply Type G1 or Type G2, mechanically fastened. Membrane: — "Ruberoid® Torch Granule "or "Ruberoid® Torch Granule 1" or "Ruberoid® Torch Granule Pius" or "Ruberoid® Torch FR" heat fused. 14 of 50 7/6/10 10:11 AM