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RF-11-1268
1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162014 Permit Number: RF -7 -11 -1268 Scheduled Inspection Date: December 02, 2011 Inspector: Bruhn, Norman Owner: JOHNSON, JILL Job Address: 166 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PARAMOUNT ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060133250 Phone: (954)661 -2860 Building Department Comments RE -ROOF FLAT Pass 1./d- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 01, 2011 For Inspections please call: (305)762 -4949 Page 2 of 16 RE: Permit # R r _ ` _ /f— /2.65/ Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT I ALFXit fv D4: �Z S/-1 fez (Print name and circle License Type) License #: 1 CC / 3 2? 3 0/ On or about Z / 2 / 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector t 4c - i , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at / 6 N ? 2 5r gm‘Ai, 5koiee s /2. 33 13 E Based upon that examination I have determined the installation Manual (Based on 553.844 F.S) (AS\AQ Signature State of Florida County of Dade: (Complete Job Site Address) was done according to the Hurricane Mitigation Retrofit The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large day of 0 eT '�ARYPUBLIC -STATE OF FLORIDA , Victor S. Gil Commission #DD968108 .,,,.,.••'`Expires: MAR. 07, 2014 BONDED TEED ATLANTIC BONDING CO., /NC. *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 NOTICE OF COMMENCEMENT A RECOMED COPY MUST BE POSTED ON THE JOB .117E AT 71141E OP ROST INSPECTION PEiannrr NO. � � � �•"� FOUO NO 11- 3206-013 -3250 STATE OF FLORIDA: COUNTY OF M AMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. MUD liil IIlltiIIII illlh 1ii11111 CFht 201180476011 OR Bk 27761 Ps 06991 (ins) RECORDED 07/19/2011 13:21:54 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: 1 53 41 6 53 42 Miami Shore sec 1 and PB 10-70 Lots 6&7 Blk 24, 166 Ne.92 St. Miami Shores FI. 33138-2814 2. Description of improvement: Tear off and install new flat roof 3. Ow ner(s) name and dddress: Jill Johnson,166 Ne. 92 StMiami Shores FL 33138 Interest in property: Name and address of fee simple titleholder: • S 4. Contractor's name and address: Paramount Roofing,Inc. P. 0. Box 162726 Miami FL. 33116 5: Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notice's or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the I lenois.Notice- rovided- in Section 713.13(1)(b), Florida Statutes. Name and address: date of this Notice of Commencement: (the expimtlon debits 1 year from the date of recording unless a at sed) Sign bue of Owner Print Owner's Name Jill Johnson Sworn to and subscribed before me this /1 day of -5 Notary Public • Proper by 20j/ Address: Print Notary's Name /'1 t 2/ 17 ft 61 ri-e,i/ 4 r2 My commission expires sae ,N081 t WFLORIDA, OQUIVTY OF DADE CERTIFY that OS IS elms copy of Ote onghal Sad In this office AN .19 )ij WITNE&S myf and ,1 SesL CLEit Med County Coots z rozrvzrt.o sei dx3 b8bE8 dd uo{estwurwt r(w a' eie•enO epuIui ep1 1.4 Jo EMS ollgnd AnioN 7....A1 0 Bo. 1 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 BUILDING PERMIT APPLICATION FBC20(?? Permit No. Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): TI 11 70W/1 /.S 0 A) Phone #: �v Address: /6 6 N L 2 Sr City: M 140f/ $ //o /2 fS State: f L . Zip: 33/38 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: / g 6 Al L ' 2 s7 City: Miami Shores County: Folio/Parcel #: 11-32 0 6-5/3 - 3 Z so Miami Dade Zip: 3' 3 / 3 8' Is the Building Historically Designated'Yes NO Flood Zone: CONTRACTOR: Company Name: f rg A Alva Air gal ' Phone #: 5'0a ° 55 7 - 0Z 76. 276. Address: ® AIM 00 ' D/1% Wa• City: 7 -i4, nI2 A C. State: ✓ L • Zip: 333 2 / Qualifier Name: 4 Ii-=X, /J 0 5 ( ,5A/(U Col/ tom. Phone #: 3 °) ? 6 — 0 a 6 1 State Certification or Registration #: C C. C - / 32 '13 o / Certificate of Competency #: Contact Phone #: ` 1 ) 6 6(- z g 6-0 Email Address: W C O g r/ / 0 0 . - - / A, j• C D "7 DESIGNER: Architect/Engineer: Phone #: a �J Value of Work for this Permit: $ L J CI Square/Linear Footage of Work: 7 Type of Work: ❑Addition ❑Alteration ❑New laRepair/Replace ❑Demolition Description of Work: /� a �, /QT ✓ a i= ®�f�2 Al y�® �r 2 y �. **** ***** *********************** ****Fees******************************************** Submittal Fee $ Permit Fee $ t!� d 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 in 'ction which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w, not be proved and a reinspection fee will be charged. Signature pock_ 73\f\`I" Signature � c,.,k1.A.Q ut fi Agent �H Owner or gent The foregoing instrument was acknowledged day of _ (, 20 LL by who i bef re me this The foregoing instrument was acknowledged before me this k Contractor ,� o I l ® - �l,�I ay of �Y� �(% , 20 t) ., by d r Cs% Who is personally known to me or who has produced to me or who has produced As identification and who did take an oa NOTARY PUBLIC: Sign: Print: LtOi.- C1 c4°�v °ve, Notary Public State of Florida ,Iniride Guevara M Commission DD751450 th. as identification and who did take an oath. x r 4.0F.A,oa Expires My Commission Expires: APPROVED BY c4-7--/e/-//Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign. Print My Commission RIDA ictor S. Gil Co mmission #DD968108 Expires: MAR. 07, 2014 BONDED TERU ATLANTIC BONDING CO, INC, Zoning Clerk - STATE OF FLORIDA A �' C# DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1329301 11 /15/10 108127164 CERTIFIED ROOFING CONTRACTOR SANCHEZ , ALEXANDER C PARAMOUNT ROOFING INC IS CERTIFIED under the provisions o£ Ch.4 FS Expiration date: AJG :33- . 2012 1' 101115f1z1 5 JEFF ATWATER STATE OF FLOR.LDA 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. 02-01-2011 EFFECTIVE DATE: PERSON: 02/01/2011 EXPIRATION DATE: 01/31/2013 SANCHEZ FEIN: 270393657 BUSINESS NAME AND ADDRESS: PARAMOUNT ROOFING INC 7079 W000MONT WAY TAMARAC FL 33321 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED ROOFING CONTRACTOR ALEXANDER C IMPORTANT: Pursuant to Chapter 440 . 06(14), F.S., an officer of a corporation who elects exemption from this chapter by tiling a certificate of election under this section may not recover benefits ar compensation under this chapter. Pursuant to Chapter 440.06(12), F.S., Certificates of election to be exempt... apply only within the scupe ut the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation it, at any time after the filing of the notice or the issuance of the certificate, the person named On the notice or csrtllieale no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any lime for failure of the person named on the certificate to meet the requirements of this section. WC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 41 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF eLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA wORKERS' COMPENSATION LAW EFFECTIVE: 02/01/2011 EXPIRATION DATE: PERSON: ALEXANDER C SANCHEZ FEIN: 270393657 BUSINESS NAME AND ADDRESS: PARAMOUNT ROOFING INC 'U7 WOODMONT WAY IAMARAC, FL 33921 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED ROOFING CONTRACTOR 01/31/2013 IMPORTANT OPursuant 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 E the notice of election to be exempt. R E Pursuant to Chapter 440.05(13), F.S., Notices of election to 1te 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. CUT HERE QUESTIONS? (850) 413-1509 j * Carry bottom portion on the job, keep upper portion for your records. C -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Property Information Report My Home Page 1 of 1 Property Information Report Summary Details: Folio No.: 11- 3206 - 013 -3250 Property: 166 NE 92 ST Mailing Address: JILL JOHNSON 166 NE 92 ST MIAMI SHORES FL 33138 -2814 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/2 Floors: 1 Living Units: 1 Adj Sq Footage: 3,082 Lot Size: 13,100 SQ FT Year Built: 1939 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 6 & 7 BLK 24 LOT SIZE 100.000 X 131 OR 20101 - 072512 2001 1 COC 21346 -3859 05 2003 1 Assessment Information: Year: 2010 2009 Land Value: $118,661 $131,846 Building Value: (2.9__,_-0-722—"' $208,044 Market Value: $409,383 $339,890 Assessed Value: $409,383 $339,890 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$359,383 $50,000/$289,890 County: $50,000 /$359,383 $50,000 /$289,890 City: $50,000/$35..,383 $50,000/$289,890 School Board: $25,000/$384,383 $25,000/$314,890 Sale Information: Sale Date: 5/2003 Sale Amount: $375,000 Sale O /R: 21346 -3859 Sales Qualification Description: Sales which are qualified View Ad iti nal Sales 'Close windowl jClick here to Printl This report was created on 7/11/2011 7:20:11 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2 .miamidade.gov /myhome /proptext print .asp ?folio= 1132060133250 &cmd = 7/11/2011 OP ID: SM AWRY L..�- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 07/12/11 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 POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 305 - 262 -0086 BUTLER, BUCKLEY, DEETS INC. 6161 BLUE LAGOON DR., STE 420 MIAMI, FL 33126 Stephen M. Denkert NCOANI STEPHEN DENKERT aco. N . Ext):305- 262 -1016 a No): 305 - 262 -0187 ADDRESS: SDENKERT@BBDINS.COM PRODUCER CUSTOMER ID e: PARAM -1 INSURER(S) AFFORDING COVERAGE NAIC B INSURED PARAMOUNT ROOFING INC. 7079 WOODMONT WAY TAMARAC, FL 33321 INSURER A: FIRST MERCURY INSURANCE INSURER s FMMA004235 INSURER C : 01/27/12 r INSURER D : $ 500,000 INSURER E : DAMAGISE TO RENTED rt PREMES (Ee ocwence) INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL �UBR WVD POUCY NUMBER POUCY EFF (MM/DDM'YY) POUCY EXP (MMIDD/YYYY) LIMITS A GENERAL LIABIIJTY COMMERCIAL GENERAL LIABILITY OCCUR FMMA004235 01/27/11 01/27/12 EACH OCCURRENCE $ 500,000 X DAMAGISE TO RENTED rt PREMES (Ee ocwence) 100,000 $ i CLAIMS -MADE X MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 500,000 GENERAL AGGREGATE $ 500,000 GEN'L AGGREGATE LIMIT APPLIES PER POLICY n JPECa& n LOC PRODUCTS - COMP /OP AGG $ 500,000 7 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yea describe under DESCRIPTION OF OPERATIONS Y / N N / A WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ below E.L DISEASE - POUCY LIMIT $ ROOFINGN OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more apace le required) CITY OF MIAMI SHORES MIAMI SHORES VILLAGE HALL 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORED REPRESENTATIVE ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 3 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 Nigh- Velocity Hurricane Zone Uniform Perna Application Form. Master Permit No Comractor's Name Paramount Roofing, Inc. Job Address 166 NE. 92 St. Miami Shores FI. 3313 Miami Shores Village }IODF CATEGORY tow Slope ❑ Mechanically Fastened ❑ Asphaltic ❑ Metal Panel/Shingles Shingles 0 New Roof MOVED ZONINC DEPT 13LIJU Uti' I BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL le ❑ MortarlAdhesiva Set Tile STATE AND COUNTY RULES AND REGULATIONS woon atui§lesrnnakces a Prescriptive BUR -RAS 150 ROOF TYPE CXReroofing ❑ Recovering ROOF SYSTEM INFORMAT'I'ON Low Slope Roof Area (SF) Steep Sloped Root Area (SF) 527 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include.dimenslons of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 0 Repo C Ofif ■■■■■■■■ ollo■I■ ■■ ■ ■■■■■■■■ • ■ ■ ■ ■ ■ ■ ■0m0dmia1r1al7IM■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■'mZ lwa[H• • ■ ■ ■ ■■■ ■x■ ■■■■■■■ ■�l111■■ ■■ ■V MIME ■■■ ■5■ Imiumbol ICAJ Ms ow MN MEMO IVA MIN MINIM 11 ■ ■■ SEMI■ ■0t3=0 ■■l0 ■ ■0 NUM 11 ■■■� • • 0 ■ ■t ■ ■ ■ ■■■■ ■■■■■■ RENNIN ■ ■■■■■■■t■■■■■l■i ■ ■■■■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■■ ■■■ ■ ■■zII • MI ■■ ■ ■■■ ■ MOM Th111111111.1111111. ■u•••u■■a■■■1■I ■0 % ■ ■■111■■■ ■ • ■■ ■ ■ ■ ■■■■■■■ \I iVI ■■■ ■■■■■■ ■•••u■■I■ ■ ®3%�■�' 1►■■■■■■I■■I■II■ ■■■I■ ■■■■■■■■■Pi UUU ■■■II■■■ ■ ■ ■ ■'■ ■ ■ ■ ■ ■■I■■00■■■■11111011■■ 1102 FLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 HIgh.Vslocity Hurricane Zone Uniform Permit Application Form. rA1on.0 (Low SioR.ARRaga ion), Fill In specific roof assembly components and Identify manufacturer (If a component is not used Identify as "NA ") System manufacturer: GAF MATL. CORP. Product Approval No: BUR RAS 150 Design Wind Pressures, From RAS 128 or Calculations: Pn4eaxl: ' — Pmax2: Pmax3: - ar Max. Design Pressure, from Iflc Product `eys Approval system: D® ripe; WOOD Gaugafhicknsss: 19/32 Slope: FLAT Anchor/Base Sheet & No. of Ply(s): 75 B ase, 1 PIy AncltpX(Q! _ 1,17tir q eirg "east: Insulation Base Layer: N/A Base Insulation Size and Thickness:: N/A Base Insulation Fastener/Bonding Metsrial:. N/A Top insulation Layer PERLITE Top Insulation Size and Thickness: 1/4" TAPER Top insulation 1 ts�tPEe[(softgn_s 114® �lal: Bees Sheet(e) & No of Ply(s): TYPE IV, 2 PLY ®ase Sheet Fastsnir e ry9 ALT Ply Sheets) & No. of Ply(s): N/A Ply Shoat Fastener /Bonding Material: N/A Top Ply: RUBEROID Top Ply Fastsner/Br/{ggQI 1i e1 l3HALT FLORIDA BUILDING CODE —BUILDING Surfacing: GRANULAR Fastener Spacing for Anchor /Base Sheet Attachment; Field: 9 "oc @ Lap, 8 Rows 2 9 " o6 Perimeter: 6 " oc @ Lap, # Rows 2 • 6 " oc Corner: 6 " oc el Lep, 8 Rows 4 6 " oc Number of Fasteners Per insulation Board: Field N/A Perimeter N/A Corner N/A Illustrate Components Noted and Detail° as Applicable: Woodblocking, Gutter, Edge Termination, Stopping, Fl: hing, Continuous Cleat, Cant Strip. Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Boso Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FT. 1.2' Para Height A- 75 base sheet B- taper Systen C -2 ply,ply IV 10' Mean Root Height 9 E- Granular Cap She t 16.33 SECTION 1525 [Florida Building Code] HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS §1525.1 - Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics-Workmanship; The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing' that the roofing system meets the wind resistance and water intrusion performance 'standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color . or architectural appearance that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Re- nailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re- nailed in accordance with the current provisions of Chapter 16. (High Velocity Hurricane Zones) of the [Code].. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofmg work to be performed. io( 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. [The Code] provides [an altemate for] maintaining this appearance. e1 =5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 3(-YC 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 walls or other roof extensions•may block this discharge if overflow scuppers (wall outlets)' are not provided. It may be inecessary to install overflow scuppers in accordance with the requirements of: [Chapter 16]. 30C 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventila ' shall not be reduced. It may be beneficial to consider additional venting which can res,.alt in e r ending the service life of the roof. Ofi 1ti Date • Contractor s Signature Owne G s /Agent's Signature 'MIA MI.OAD8 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) •PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shalt 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 and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE C • NTY APPROVED ,,Yf /'e rt" /e a NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 Test Dimensions Specification 3, 5, 55 gallons 60 & 100 Ib, bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D41 ASTM D 1863 ASTM 1227 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 ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D-4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS ® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFQLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EIiminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT° EliminatorTM Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROJD SBS Heat- We1dTM Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat We1dTM PLUS RUBEROID® SBS Heat- We1dTM PLUS FR. RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet MIAMI DADE Co APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM') 4897 D3672 ASTM D 4897 D 3672 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type 1V asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. 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 . 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 polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID ® TORCH FR RUBEROID®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (l meter) Wide 39.37" (I meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTMD6164 ASTM D 5147 ASTM 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM P 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. 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 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 granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. 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. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date; 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® P13-1S VersaShield® FB -2S TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive tDADE APPROVED Dimensions 5 gallons 1001b. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D2824, Tyne 1 ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D 1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description, Non- fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck® Prime, Dens Deck® Dura GuardTM Structodek SecurockTM Test SAecilcation ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non - Fibered aluminum pigmented, asphalt Type I roof coating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Product Number Name 1. Drill-Teem' #12 Standard, #14 and #15 extra Heavy. Duty Fastener , Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP 3. Drill-Teel/41 #12 or #14 Standard screws with AccuTrac Plate 4. Drill-TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Asenev Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRTofS.Fl. MIAMI DADECOUNTY APPROVED TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I. 3B9Q1AM J.I. OD0A8.AM J.I.ODIA8.AM J.I.0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 %a" GAF Materials Corp. 3" and 3 V2" GAF Materials Corp. 3" Square GAF Materials Corp. pescription 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 -TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 . Date 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 APPROVED ASSEMBLIES Deck Type II: Wood Insu D escription: 19/32" or greater plywood or wood plank stem Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft2 =P) EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N/A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, • Minimum %2" thick EnergyGuardTM Perlite Minimum %" thick N/A N/A Fiberglas (Min. 15/16" 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 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 facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. N/A N/A Fire Barrier: (optional) Anchor sheet: Fastening Options: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. • GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminatofi'M • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID ea • ®_ - . • ,TM - e sheet mechanically fastened as described below; GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psf,, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: Base Sheet: Ply Sheet: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets r''tached to deck with Drill-Teem #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 P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved I'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® EliminatorTM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID 20 RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered-in a full mopping of approved asphalt applied within the EVT range and at a rate of 2 lbsisq. DE CO APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: Surfacing: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate o (Optional, required if RUBER ROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak Buster"' MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galfsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced 7,1apsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak Buster"' MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 beck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) When applicable: Steel plate only , plastic plate only =P EnergyGuardTM, EnergyGuardTM RA Minimum 13" thick EnergyGuardTM RN Minimum 1.4" thick 1, 2, or 3 EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5 thick 3 EnergyGuardTM Perlite Minimum 3/4" thick EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 Insulation Fasteners (Table 3) 1,2,or3 1 S(3.5 "), or 3 Fastener Density /ft2 1:3 ft2 1:3 ft2 1:3 ft2 1:2 ft2 1:4 ft2 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). GAF requires either a ply of GAFGLAS STRATAVENT® J!liminatorTM perforated laid dry or a layer of EnergyGuardTM or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners When applicable: Steel plate only =S, plastic plate only =P (Table 3) Any of the insulations listed for Base Layer, above. N/A Fastener Density /ft2 N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM High Density Wood Fiberboard, EnergyGuardTM Recover Board Minimum %2" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20 -40 Ibs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 11 of 19 Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA`'' Base Sheet, GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® STRATAVENT° Eliminator Perforated(laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID ® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs., .;q; (see General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® F1exPlyThi 6 ply sheet, #80 UItima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full . mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See GAF application instructions for approved method of installation). Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galfsq. 4. Leak BusterTM MatrixTM 715 , LeakcBusterTM MatrixTM 322, TOPCOAT' MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote '? roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT° Surface Seal, TOPCOAT° Fireshield'® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building•Codes. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 12 of 19 Deck Type 11: Wood, Insulated Deck Description: 19132" or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only P) • (Table 3) Density /ft2 EnergyGuardTM RN, EnergyGuardTM, EnergyGuardrM RA Minimum 1.3" thick N/A N/A EnergyGuardTM Min. 1.4" thick N/A N/A EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. 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. GAF requires either a ply of GAFGLAS® STRATAVENT® EIiminatorTM perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density /ft2 EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, or 3 1:3 ft2 1,2,or3 1:3ft2 EnergyGuardTM RN Minimum 1.4" thick EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5 thick 3 15(3.5 "), or 3 EnergyGuardTM Perlite Minimum %" thick Fiberglas Minimum I5/16" thick 1,2,or3 Wood Fiber, EnergyGuardTM Fiberboard, 1lnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 MIAMI.DADE «• U APPROVED 1:3 ft2 1:2 ft2 1:2.67 ft2 1:4 ft2 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 13 of 19 Note: 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. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator' Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA' Base Sheet, GAFGLAS® PLY 4, GAFGLAS FIexP1y" 6, GAFGLAS® STRATAVENT® EliminatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID! 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 Ibs. /sq.. If base sheet is applied-directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® F1exP1y" 6 ply sheet, #80 ULTIMATM, , RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following, 1. Gravel or slag applied at 400 Ibs.sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM . 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at 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. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 14 of 19 Deck Type 1I: • Wood, Insulated Deck Description: 19/32" or greater plywood.or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density /ft2 EnergyGuardTM, EnergyGuardTM RA, Minimum 1.3" thick N/A N/A EnergyGuardrM High Density Fiberboard, EnergyGuardTM Fiberboard Minimum 1" thick N/A N/A Fire Barrier: (optional) Base Sheet: Fastening Options: Ply Sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. Install one ply of GAFGLAS'? #75, GAFGLAS® #80 Ultima ULTIMA' Base Sheet, GAFGLAS® STRATAVENTo Eliminator?'" Nailable or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; . Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates are installed through the base sheet and insulation in 3 rows 12" o.c. 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) Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID ®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of I" into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TeaTM steel plate or Drill-TecTM AccuTrac Plates in 4 rows 12" o.c. 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 psi; See General Limitation #7) One or more plies GAFGLAS® PLY 4, GAFGLAS•?, GAFGLAS® F1exPlyTM 6 sheet, #80 Ultima or RUBEROID® 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 15 of 19 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at 'a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq. 3. Leak'BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOATS' Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galfsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at 1to 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 16 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: Fire OutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- WeldTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; • Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 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 P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 1114 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap sta:,,ered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) 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 Limitalion #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibs./sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galfsq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric 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 Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens DeckTM 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 Ibs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsfsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 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. 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 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 (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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 $ TGFU.R1306 Roofing Systems Roofing Systems ,ggigusf..unatjag GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA, 02941.9.01! R1306 "Ruberoid 20" or "Ruberoid 'Modified Base Sheet" may be utilized as an alternate to Type 02 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) GP Gypsum Dens-Deek6 may be used in any wdsting noncombustible deck C1.1.,Isification. When this is done, the resulting .roofing system is acceptable for use over combustible (15132 in. inin) roof decks. The joints in the gypsutri 't:oard and overlayment board are Offset 6 in with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the o:verlayinent board. Also, multiple plies of "GAFGLIIS Ply 4" or "Ply 6" may be adhered to GP Gypsum Dens-Deck8) in hot asphalt "EnergyGuard Ultra" is an acceptle wternate "KnergyGuetrd" aoy Applicable Classification. "GAF Str.atavent Eliminator Verttirg Base Sheet (\failable)" may be mechanically attached or hot mopped over nonccmbustible decks and as a recover over existing roof systems. a GAFGLAS Per lite Insulation May be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, zhe roof insulation is mechanically fastened, adhered with tire mopping asphalt or u,rethane insulation adhesive. Polystyrene reference in any of the following Classifications include "ENERGuard EPS Insulation". References to glass fiber insu4tion include "EnergyGuard Fiberglass InSulation". ASPHALT FELT YSTEMS WITH ROT ROORING ASPHALT Type 02 asphalt glass mat bwe sheet ("GAFOLAS #75 Base Sheet" or "CiAlkiLAS #80 ULTIMA" ) is a suita.ble alien-tate for Type 01 asphalt glass fiber ply sheet 6GAFGLAS 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 a Type 02 asphalt glass mat base thee "GAF Stratavent Eliminator Venting ease Sheet (Perforated)" or "GAF Stratavont Einrinator Venting Base Sheet (Nailabler Perforated to be mopped and nailable mechanically attached granule bide down. .As an option Type 02 asphalt mat base sheet ("GAFGLAS #75 Base-Sheet", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base-SOOt (Nallahler may be substituted l'Or 01 asphalt glass fiber ply sheet ("04.Pcrt4S Ply 4" or "GAFGLAS Ply 6" ).as the nailed base ply in the following systerns. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated., all i;:fistilations 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 "perlite" is referenced„ this includes "GAFTEMP PERMALITEV 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. Structural content fiber building units are considered suitable to be included as a deck in the following Class A, 8 or C system.; Hated 'over, Gil 5132 ier The use ofgypsum board under ear( of the following Class 4, 13 or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C-15/32 decks. s. Dear: C-15/32 Base Sheet: mechanically f Membrane: — Surfacing: concrete roof p Win*: 1/2 - Two 1)r more layers Type 02, "GAIRGLAS Base h astenecl. "EverGuatcl TP02 Plus", 45 mil. avers. River bottom stone„ (3/4 to 1-1/2 in. (ham at 1000 lbs/sq or • , Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — Oree or more layers perlite, wood. fiber, glass fiber, isocyanurate, urethane perlite/isocyanurate composite., perlite/uretain composite., wood fiberlisocyanurate composite, phenolic, any th•ick-r.rms. Rage Sheet (Option — One or more layers Type 01, 02 or (33. Membrane: -- One gr. more layers "Ruberoid Torch." (Smooth Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Gr. de) or "Ruberoid Mop Plus Granule" (granule). roofing asphalt. Surf — Gravel„ ,400 lbs/sa, loose laid or applied a flood coateif hot 2, Deck: NC Inane: 1/2 Base Sheet (Optional): One or more layers Type Gi, G2 or 03. Menabrane: — One or more layers "Ruberoid Torch" (Srn,30th or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Graradeior "Ruberoid Mop Plus Granule". Coating: -7— Karnak No, 97, 1-1/2 - 3 gal/sq. 3. Beck: NC lne: 1/4 thickness. Insulation (Optional): -- One or more layers perlite, wood fiber, glass fiber, Base Sheet (Optional): One or More layers Type Gl, 02 or 03. Membrane: One or roore layers "Ruberoid Torh" (Smooth or Granule), Granule". "Ruberoid Torch Granule Plus", "Ruberoid Mop Granule" or "Raberoid Mop P )7 1.1/2 al/ t #75", any 4. Deck: C-15/32 Incline: 1/2 Insulation: -- One or more !Myers perlite, glass fiber, isocyanurate, urethane perlitelisocyanurate composite, perlitelurethane composite, phenolic, 1-1/2 in. min thickness (offset fi'0111 plyvvood joints 6 in.). Base Sheet: — One or more layers Type 02 or G3. Ply Sheet (Optional): One or more layers Type 61. Membrane: — One or more kyere "Rubernid Torch" (Smooth or Granule), "Ruberoid Torch Granule Mu", ".Ruberad Mop.' (moth o Gratede) or "Ruberold Mop Plus Granule". urfacing: — Karnak No. 97, 1-1/2 3 k: incline: 1/2 Base Sheet (Optional): — One or more layers Type 01, 02 or 03. Membrane; — One or more layers ":Pmberoid Torch" (Smooth or Gr' anule)„ "Ruberoid Torch Granule Ph?. lus The use ofpolystyrene insulation board bee en min 3/4 in. perlite board and deck with board in the following Cias3 A„ )3 or C systems. rosin paper (perlite/rsin ppripolyst)rrenelpelite) is a suitable alternate for isoeyanurale "BIWA EnergyGuard RA", "BNICA Tapered Energy Guard RA" and "%KA theft:II/owing Classifications. - Energyanard RA" may be substituted for any AtNs polyisocyanurate insulation in ay with Hot Roofing Asphalt" Trumbull "Perma Mop" nay be utilized -with 4ny of the following "Asphalt Felt Systems GAFGLAS #80 Premium Ba3e Sheet may be used in any of the followingsisterns. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6". "GAFTEMP Pertnalite Recover Board" may be used in lieu of ay p nerlite itwulation in any °fate following NC Classifications. Class A, It and C Hot roofing asphalt„ for use with organic and glass felts or modified bitumen membranes. SBS products in any applicable Classification. "Ruberoid Heat Weld" 88S roofing membrane may be used in lieu of "lkubei-ohl Mop" Class A 1. Deck: C-15/52 Incline: 3 Insulation (Optional): -- One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlitelisocyanurate composite:, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three OT VC layers Type 01 "GAF'GLAS Ply 4" or "GAUGLAS Ply 6", hot mopped. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): -- One or more layers perlite, wood fiber, glass Ober, isocyanurate, methane, perlite/isocyamtrate composite, perlite/urethaaie composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type 01 "GAFGLAS Ply 4" or "GAPGLAS Ply. 6", Cap Sheet: — One layer Type-G:3 r..GAPOLAS Miter al Sull4ced Cap Sheets'. 3, Deck: NC Incline: 2 Insulation (Optional): One or nacre layers perlite„ wood _fiber, glass fiber, isocyanurate, urethane, perie/isocyanurate compoite perliteAurethane composite, wood fiber/isocyanurate composite., phenolic, 2 in. max.