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RF-12-178Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 180200 Permit Number: RF -9 -12 -1780 Scheduled Inspection Date: October 24, 2012 Inspector: Bruhn, Norman Owner: HALLIDAY, NORMAN & DAWN Job Address: 660 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: OBENOVR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Fiat Phone Number Parcel Number 1122310120130 Phone: 305 - 757 -2612 Building Department Comments RE -ROOF REAR FLAT BUILT UP ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passe n 4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 178982. October 23, 2012 For Inspections please call: (305)762 -4949 Page 12 of 20 RE: Permit # r� _ I d - 1- o Miami Shores Village Building Department INSPECTION AFFIDAVIT roJ)1s 0- oa (Print name and circle License Type) License #: cze_ V ( L[ 3(; 4 )0It(6 IZ (Date & time) On or about Secondary water barrier work at 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 112 Ilv S I L licensed as a (n) Corltract )r / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and (QCz© p 10S So (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based oj•53.844 F.S) ture State of Florida County of Dade: C 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 ‘4 day of 2V(Z NOTARY PUNIC -S• 6,,t.: `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 # clearly shown marked on the deck for each inspection Revised on 5/21/2009 1 111111111111111 Malin 1111111111 1111 1111 NOTICE OF COMMENCEMENT C : N 2 011 280 7 1 9343 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIONOR Bk 28306 Ps 09168 .(1as RECORDED 10/10/2012 11:07 :59 HARVEY RUVII'l, CLERK OF COURT PERMIT NO. TAX FOLIO NO.1 1 ZZJ —Qf --DI 3t7 1IM1IFDADE C.OUHTYr FLORIDA LAST STATE OF FLORIDA COUNTY OF MIAMI -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. 1. Legal description of property and street / address: Z7 L, I (7:5 v-A- L.. 2. Description of improvement: 3. Owner(s) name and address: sae Interest in property: Name and address of fee simple ti leholer: 4. Contractor's name and address: 5. Surety: (Payment bo required by owner rom contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: IJ 7. Persons within the state of Florida designated by Owner upon whortl, ,gt(c s,ri provided by Section 713.13(1)(a)7., Florida Statutes. 1 HEh'G£ Name and Address: o,rarrdri�E 9 following person(s) tb edei�:''L',_; 8. In addition to himself, Owners designates the followin in Section 713.13(1)(b), Florida Statutes. ? Name and Address: �✓ 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ignature of Owner Print Owner's Name ■..4�J G4/ Sworn to and subscribed before me this day of Notary Public:.�,i - �, ; Print Notary's Name: My commission expires: 9 3Kl S T MUM Prepared by , 20 I.)_ . Address: a b ` iNI1�9`� N L.P DA) SC Miami Shores Village RECEIVED 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 16 I I D��Z_- .11'1 BirIL ING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: (.0( p0 t v r ` s*-+ City: Miami Shores County: Folio/Parcel #: /r 2 2 3 / 0/2 P&/ 3 Is the Building Historically Designated: Yes NO SEP262012 FBC 20 Permit No. r2-r---12---1-11:50 Master Permit No. Miami Dade zip: 3 a/ 3 r Flood Zone: OWNER: Name (Fee Simple Titleholder): Da( l %fl k\ e Address: 1_0( City: 1(L S �L7 VtS State: Phone #: '/fi5 97l YJ ® 6 zip: 33 3R Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Ob Address: 16Ck City: teANN ► (/\D(? \ State: Qualifier Name: /� State Certification or Registration #: l (.: e.110 /% 7 ' Certificate of Com 70J ) 1 --2110 (A)_ Email Address: c/g ov1e Phone #: /3�J %l' 7 ``a Phone #: or Zr 7- ../4 ( 2 ete #: 01--. e Le N9 6) et 4f ear-e-- Phone#: Contact Phone #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: ❑Addition Description of Work: V2 1�i A he ❑Alteration Square/Linear Foo ❑New rot of Work: epair/Replace Cti ❑Demolition Color thru tile: ******** *** * ******* ** ****** * * ******* *** Fees************* * * ** **** ** * * * ****** ** *** * **** ** OJ Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ CCF $ CO /CC $ DBPR $ Bond $ 4 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, BOr1.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or The fore oing instrument was_acknow edged b ore e 20 / %iA s day of , , � ?b� > � 1/4 who is personall known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: Contractor The regoing instrument was acknowledged before me thi _. day of , 20 19", by . C D a who is sonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: d Print: My Commission 1/ ILICSTATB *^ Sandra D, Hod fn ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor he owner's. initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Section R4402 are for the purpose of pro iding that the roofing sAtem 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, thatare not part of a zoning code, should be addressed as part of the agreement between - owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between oring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing ractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. 5. Ponding Water: The currentfrcof system and /or deck Of the building may not drain well and se water to pond (accumulate) in. tow-lying areas of' the roof. Ponding can be an indication of ctural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o ceded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's / ' Si•nat (4oNG[ate Property Address crk Date Permit Number EI ` ! E.P SE-P $2i1Z 2 ^, rns-t) n^Snores Vil1Roef 1 BY DAIE 1 4,-J /a-T-44. _ ^? C C; PI !ANCE W rH ALL FEDERAL uI'v ; ;' HU.ES AND REGULATIONS 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: Nor iioadau\ -/L21) iv(. i a5 SA Roofing Permit Number: Dear Building Official: DILOIN '�^ ��;0 certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Date: Signature Print Name CL-s /0-2 State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this � day of 11.1 , 3 Ma ELOZA14 M.= Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Viewer Fair 114Q231-012+01f?n Plup ty Ack%ma r: eat 1E 108 sr = NQW.WIJ HALL Page 2 of 2 Selected Property Information PIoperty In`nrnlatiu•'1 Fdr Legal Descr ptio' Exempt on h k'nnatiorl In -nation AdCliti< I'.. Ir:fOrllI, i) 1 Featured Online Tools Tax Carrpatisan Tax Estimator M Nobc -- View Taxes AdrJ ticr:: Ottl ;1e Tours Back to Resutts ( Assessment Information Year: Land Value: ' Building Value: Market Value.: Assessed Value: T:ix:rble Value Information County: School Board: City: Regional: iio 12 $.14.068 $409,761 Exemption /Taxable Value 000 ,$59.701 325,L1N)1 lei .i.761 S5v.000 f$,59.751 S52.0IJO 77;31 2011 514`•'37 $270.422 5:15'59 S37±7 .. Exemption /Taxable Vah), $50,000 /$347.27 $25.000/$s72,aL7 $50,000 /$.347.827 ;C,Ont:7,827 http://gisweb.miamidade.gov/PropertySearch/ 9/26/2012 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name L'6 £/ d vi /2e).0. //V i Job Address 46 e /r% /O-3%11,- file o mr r S7rl d>z-� ‘ xrLow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof viRerooting ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ((re Section R /Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■. ■ ■■ ■ ■ ■ ■ ■ 1 ■ ■ UN I ■ ■ ■ ■� ..� ■.. ■ ■ ■.■! ■.■ \■ ■ ■■\ \ ■ ■ ■ ■ ■ ■ ■\ ■■ ■111 ■ ■11 ■11■ ■ ■■ ■I■` ■ ■ ■!1 ■ ■.�111■124 \ 1M1 MINIIIIIMINIIIIIMUNIIIIIIIIIIIIIIIIIIMIIMIIIIN ■■ ■ ■1 ■► ■ ■ ■■ ■ ■■ ■ ■ ■ ■ ■11%∎ 111M ■■■■1►■■■! FEEMI 1 ■ ■ ■ ■y ■E E Erii■0 1111■ ■■ ■•1771■■11■■ ■7M _1■ ■ ■ ■ = ■11111�!■ ■ ■ ■■ ■M■■ ■■ , ! =1•111•11M1=1•111•11M111111 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: /VA- Fastener Spacing for Anchor /Base Sheet Attachment: Field: 7 "oc @ Lap, # Rows ,zi-- @ f" oc Perimeter:: 6 " oc @ Lap, # Rows L{ @ `4 " oc Comer: 4 " oc @ Lap, # Rows @ " oc Number of Fasteners er Insulation Board: Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: a4c -7,� Product Approval No.: ®/ 1D-fl. D c Design Wind Pressures, From RAS 128 or Calculations: Pmax1: _ -I 2 Pmax2: - 7 j 7 Pmax3: - l v I Max. Design Pressure, from the specific Product Approval system: g 4 J Deck: ) Type: fr'd0Cl 7/y Slope: -'°4 T Anchor /Base Sheet & No. of Ply(s): eY /,t Anchor /Base Sheet Fastener /Bonding Material: Gauge/Thickness: Insulation Base Layer: /4f/J. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): go Base Sheet F fi/ Bing e ai� hy f^ PIy Sheet(s) & No. of Piy(s): Ply Sheet Fastener/ QorfdiQg M61141: h 4 We Top Ply: /kie Top Ply-Fastener/ djng� try/ FLORIDA BUILDING CODE — BUILDING Field ,SV meter Comer VC Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 31r exr fTteetoQ i 7+Rt° j2o.�i,•) FT. • FL Parapet Height 44)b4'x(-- 2C p. f,414 -1 e /x ( &' ';: c Mean Roof Height M MID /b 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 I603 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 desdribed 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 shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMICADECOUNTY APPROVED (3 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date; 03/20/08 Page 1 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 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: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBERO1D® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID Heat- We1dTM 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-Teem AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULT1MATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved PA" 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 psi; 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.: 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 GAFGLAS8 Mineral Surfaced Cap Sheet or GAFGLAS'` EnergyCappM 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 Ibsisq. respectively in a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galfsq. 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 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 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 P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens DeckTM or Y2" 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 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 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 comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform 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 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY • M 1 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGI)— Continued Base Coat: "A -38 Series ", 0.75 gal /sq. Second Base Coat "A -3$ Series ", 0.75 gal /sq. Wear Coat "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing. " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 Ibs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb/ft 3 ) Surfacing: Spray application of 28 to 34 -mils "U- 8730" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of 273" (2.7lb/ft3 Surfacing: Spray application. of 28 to 34 -mils "U -8782" (ivory) GAF MATE}; IALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 2Q" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in. any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P* Gypsum DensDeck® 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. min) roof decks. The joints in the gypsum board 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 overlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DensDeck® in hot asphalt. ` EvergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally 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 "EVER - GUARD" 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. Polysty- rene reference in any of the following Classficatons include "ENERGuard References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber Ply sheet ( "GAFGLAS 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 G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent .Eliminator Venting Base Sheet ( Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an; option Type. G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA' or "GAF Stratavent Eliminator Venting Base Sheet (Nailable) ". may be substituted for G1 asphalt 41ass fiber ply sheet ( "GAFGLAS 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 mechani- cally astened. 4' Unless otherwise indicated, all insulations may be hot mopped or mechani- cally 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 "GAF TEMP 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. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, 13 or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B 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. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS480 „Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6” is a suitable alternate to "GAFGLAS Ply 6 ". ROOF COVERING' MATERIALS (TENT) Roofing Systems (TGFU)— Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following,NC Classifications.' Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2:5 — 3.0 gal /sq. Class A, B and C ...- i Hot roofing asphalt, for use with organic and glass felts or modified bitumen 1, membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glawu( fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /1 urethane composite, wood fiber / isocyanurate composite, phenolic, any F thickness. Ply Sheet: Three or more layers Type Gi " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): / One or more layers perlite, wood fiber, glass,`. fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /Z„' urethane composite, wood fiber /isocyanurate composite, phenolic, an y'" thickness. Ply Sheen'' Three or more layers Type Gi " GAFGLAS Ply 4" "GAFGLAS Ply 6 "., Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Capt Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC decline: 2 Insulation (Optional): One or more layers perlite, wood fiber, gla fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 max. Ply Sheet: Two or more layers Type Gl. " GAFGLAS Ply 4" or "G GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced C Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.4 Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fit t mat system. 5. Deck: C -15/32 Incliner 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may. nailed). Ply Sheet:. One or more layers Type G1 "GAFGLAS Ply 4" or GAFG Ply 6 ". Cap Sheet: One Layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet: One layer Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type Gl " GAFGLAS Ply 4" or GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced': Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". Deck: C -15/32 Incliner 2: Insulation: One or more layers perlite, glass fiber, isocyanurate, thane, perlite /isocyanurate composite, perlite /urethane composite; nolic, 1.0 in. min (offset from plywood joints 6 in.): Base Sheet One or more layers Type Gi, G2 or G3 Membrane: One or more layers "Ruberoid Torch" (Smooth or G "Ruberoid Torch Plus" (granule), "Ruberoid Mbp" (Smooth or G or "Ruberoid Mop Plus" (granule). Cap Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sh "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber,! fiber, isocyanurate, urethane, perlite / isocyanurate composite, pe urethane composite, wood fiber / isocyanurate composite, phenolic thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruberoid Torch" (month or Gr "Ruberoid Torch Plus ",(granule), "Ruberoid Mop" (Smooth or G or "Ruberoid Mop Plus" (granule). • LOOK FOR THE, UL MARK ON PRODUCT