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RF-10-223Scheduled Inspection Date: May 03, 2010 Inspector: Bruhn, Norman Owner: BARRE, RUTH Job Address: 1298 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments April 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 135527 Permit Number: RF -2 -10 -223 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132050090290 Phone: 305- 751 -0382 Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 9 of 29 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 08/24/2010 Parcel Number Applicant 1298 98 Street Miami Shores, FL 1132050090290 Block: Lot: RUTH BARRE Owner Information Address Contractor(s) Phone QUALITY ROOFING CONTRACTORS 11 305 -751 -0382 CeII Phone Phone RUTH BARRE 1298 NE 98 ST MIAMI SHORES FL 33138 -2561 Valuation: Total Sq Feet: Type of Work: Repair Additional Info: BUILDING Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $100.00 $6.00 $1.60 $109.20 Building Department Copy February 26, 2010 Invoice # RF -2 -10 -37045 Invoice Total Amt Paid Amt Due $109.20 $109.20 $0.00 Check #: 26236 Cell For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Roof Repair Final Roof Roof Review 2 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) Ruth Labarre Phone # (305) 202 Owner's Address 1 298 N.E. 98 Street City Miami Shores State .F Tenant/Lessee Name Email Job Address (where the work is being done) 1298 N . E . 98 Street FOLIO /PARCEL # 11 Is Building Historically Designated YES NO X -Contact Phone Marylou Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Repair 3 2 to the Submittal Feel 5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Fee $ O 40 Master Permit No. Zip 33138 Phone # City Miami Shores Village County Miami -Dade Zip 33138 Phone # Phone # CCF $ Notary $ Training/Education Fee $ Scanning $ - 00 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ MC FEB 1 6 Jijj .2010 BY: Permit No. gE l 0 2a3 Flood Zone Contractor's Company Name Quality Roofing Contractor Contractor's Address 13800 N.W. 1st Avenue City Miami State F1 Zi 33168 Qualifier Name Carlos Arocho Phone# (786) 367 - 2029 State Certificate or Registration No, RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 0 17889 (305) 953 -3333 E - mail qualityroofing88 @yahoo.com 2 Square / Linear Footage Of Work: 10 0 s t . DAlteration ['New ® Repair/Replace [' Demolition leaks on flat roof one to the norjth of house and west. **** **** * * * * * *** * * * * * * * * * ** * * ** * * * * * * ** F * ** * * * * * ** * * ** ** * * * * * * * * * * * * * ** CO /CC .$ Technology Fee $ I'�Q Bond $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address \ City 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 acr"'rate 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.. Signaturef Sign: Print: Owner or Agent The foregoing instrument was acknowledged before me this /0 day of Fep , 20 10, by 12 ecti. J l,.x re__ , who is personal>x.known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 41 NOTARY Pt' U ATE OF FLnRIDA "" Marylou Hernandez My Commission Expires: Commission #DD930046 I{I Y Expires: OCT. 10, 2013 THRII ATLANTIC BONDn G CO.,INC. (Revised 07 /10 /07)(Revised 06/10/2009) State Zip Signature Sign: Print: ‘Z_ Contractor The foregoing instrument was acknowledged before me this )O day of I �b , 20 Ca , by Oaf -m s a U-0 , who is personally known to me or has produced as identification and who did take an oath. NOTARY PUBLIC: NO . a ; ° ■ '�� Ma ry lou Hernandez 'an My Commission E xpo z �; Commission #DD930046 "� Expos: OCT.10, 2013 BONDED TSR II ATLANTIC BONDING CQ INC. *********** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** **************** 4nk*4c**9eikfrdark4eYe+ k9eie9r*4r9r9efetedz**** ifc4r4r*** ****** *9e*** *3r*** APPROVED BY C /f /� Plans Examiner Zoning Engineer Clerk checked accordance with the requirements of Sections R4402, R4403 and R 1 roof. 1 °; aic A Ownregents Signature Date Revised on 7/9/2009 LD FEB 1 6 2010 ,- I'Mores V'iilane BY DATE SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS Nb`r'�FI'dkhf 'N f8lk kikhiG CONSIDERATIONS /ar]D cu,rior;s R4402.131 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. — Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. 0 , Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed In accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). . 3. , i 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 ow.per should notify the occupants of adjacent units of roofing to be performed. 4. , L ,; Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can 'be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 4 •• 5. Ponding water: The current roof system and /or deck of the building may.rigt drain urel' and mar cause water to pond (accurnulate) -in low -lying areas of the roof. Pounding can be atfindlbation pf strdctural distress and may require the review of a professional structural engineer. PoundirVie 'shorten thl3life expectancy and performance of the new roofing system. Pounding conditions may pge evident until the • •••• f , original roofing system is removed. Pounding conditions should be corre�e�T �', L • / Contractor Signature Date • • • •. • • • • 6. Overflow scuppers (wall outlets): It is required that rainw wsTaif ae That tha tedf it not overloaded from a buildup of water. Perimeter /edge wall or other roof a n ar tk this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to stal)- o9erflow�scuppp 1 lax « . ' _. r/ • • 7. > Ventilation: Most roof structures should have some abir toJienn Natural airflow tttroug'h the ihterior of the structure assembly (the building itself). The existing amourtdf etc shat not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the • 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 amity R Ping antracbm. Inc. Job Address 1298 N.E. 98 Street g Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile❑ Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Re- Roofing ❑ Recovering It Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 100sgft. N/A 100sgft. Section B (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. ■■ •1111■■■■ •■ 1111■■■ •■ ■11■ •■■■11■■■■■■■■ ■Ii: ■M■■■■1111• ■ ■ ••••■■ ■ •••••••••■ •••••••••••••••,fa111M11■ ■■■ ■■■ ••••••••••••••••••■■■ •■ •1011 •■ •••■MM■■M■■■■■111111! ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■M ■ ■■ ■ ■■ 111■■111ilili ••••••1112=O11•31110■ ■■■■■■■■■■■■■ Ii■■■ ■ ■ ■ ■■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■■■■ ■n�tso■ ■■C ■■ ■■ ■■ ■ ■ ■ ■■ ■■0111•■ ■1!11 1. ■M m111■ ■ ■ ■ ■ ■ ■ ■11151T■ ■ ■11■S■ ••••••••■■ ■IJ •■ •■ •11 ■ •••••••••1131 •1111••••11TRM■ •iihliii ■■■■■■■■■■■■► \1111■ ■11 ■ ■ ■ ■ ■ ■ ■M ■ ■■ ■ •■■■■ ■•r1 *MA ■■MIIIt11■ ■■■■■■■■■■■■■ 11■■■ 11■■■■■■ ■Mi■i�'' ■ ■■1.1■■■■Ili7 ■!7MICla ■■■■■■■■■■■■■■me r1■■■ ■ ■■r< ■■1111orratkJ ■ ■ilrli■■■iir■i ■■■■■■■■■■■ ■■■■11! t■■■■■ ■iii■ ■i ini i milaakn ■■i■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■MNIM ■■1111■■■ ■■ IIIIME■■■ ■11■ ■v ■■4!!1411 ■ ■ ■ ■■■ ■■ ■ ■■ ■ ■ ■ ■■i I II MI■■■ ■ ■■ ■ ■i ■■EEIMINLI ■Iiw ■ ■a ■ ■■ ■ ■ ■ ■■ ■■■■■ ■ ■ ■■ ■ ■ ■I 3111 ■ ■11 iii l ■C1■IF IN•11113 ■!! ■ ■CQO■ ■■•■■■■■■■■■■■••••••■■■ ■ ••111•■IC!111A111■ ■ii ■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111 ■ ■ ■ ■ ■ ■P ■ ■ ■ ■ ■ ■v ■ ■ ■ ■�I ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■•■•■•■■■••••IIu■ •••••••••il ••••••■■■ ■■■■■■■■■■■■■■■■■■ ■■ ■ ■ ■ ■■ ■li■■ ■■■ ■ ■■■■il■ ■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ■ ■ ■ ■ ■■ 1111 ■■ ■ ■■ ■11■■ ■ ■■■ ■■ ■■ii■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■ ■ ■ ■ ■■ ■■■■■ ■1111■■■11••••••••••••••••••••••■• ■ ■1111■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■ ■ ■ ■ ■ ■■ ■1111■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■1111■■ ■■■■■■■•■■•■•■■■ ■■■ ■■■ ■■■■ ■ ■■■■■■■ ■■■ ■ ■•■■ ••••• ■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Fill in Specific Roof Assembly Components and Identify Manufacture Of a component is not used, identify as ( "NA") System Manufacture CAF Material NOA No. 07-1219-W Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System Deck: Type: 4Annrd Gauge/Thickness: 1 X 6 slope .5 Anchor/Base Sheet & No of Ply(s) Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: 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): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Top Ply: Top Ply Fastener /Bonding material: Surfacing Existing Flat Roof; Repair Section C (Low Slope Application) Fastener Spacing for Anchor/Base Sheet Attachment Field_ "oc @ Lap, # Rows @ " oc Perimeter " oc @ Lap, it Rows_ @_oc Comer "oc @ Lap, # Rows @ oc Number of Fasteners Per Insulation Board Field Perimeter Comer 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 Manufacture Details that Comply With RAS 111 and Chapter 16. • ••t • •1 x •11 Parapet Height ••• 'Nan • Rgof • Mleioht ••t••• II • •• •• —�• • .. • • • • • • • • • • • •• • •••• • • •• •• •• • • • • • •• • • • • • • • •• • • • • •••• • • • • • •• • • • • • • • • • • IVI g � N NO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL. DIVISION NOTICE OF ACCEPTANCE (NOA} GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 aid there fiat • • been no change in the applicable building code negatively affecting the performance of this groduct.` . • • TERMINATION of this NOA will occur after the expiration date or if there has been.; jiyLsion or , • change in the materials, use, and/or manufacture of the product or process. Misuse of this.NCA as an • endorsement of any product, for sales, advertising or any other purposes shall automatii this NOA. Failure to comply with any section of this NOA shall be cause for term inatienremoyal' NOA. 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 •• •• •• • 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 NM 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. 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 Tvpe: Maximum Design Pressure 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 Selec • ' fralt Emulsion tiberect • ' • Leak Bhater'?M Ma%i'i1 • ?A4 Wet'Dr+ Roof • Cement • • • • • • " "RUBR1(O!1 Montt t • • hitumen h"fashing • • •' • gement • • • • LeakBuster Mate TM 201 P1%3 SBS • Flashing Cement GAFGLAS #75 Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Leak BusterTM MatrixTM 3, 5, 55 gallons 307 Premium Asphalt Primer 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Test Specification Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieIdTM Granules shall be used for flashing applications only. ASTM 1227 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 Deck Type 1: Wood, Non - insulated Deck Description: 19 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, Versa Shield 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- 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 psi, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS ®Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #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 —4S psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" 0.0. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure S25 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID 20, RUBEROID base sheet attached to deck with approved 1' " annular ring shad netts an�� inverted 3" steel plate at a fastener spacing of 9" 0.0. at the 4" Iga fttil in two rows staggered with a fastener spacing of 9" 0.0. in the center otthamembta;ne.• (Maximum Design .Pressure —60 psf, See General Limitation'#7)..' • GAFGLAS #75 Base Sheet or any of above Base sheets attacbcd Q'deck $4tli : Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Te .Tir.ateet plate ot. Drill-TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is is the 2 ;' side:Iap. • The other rows are equally spaced approximately 9" o.c. in the: ie P Qf the sheet. (Maximum Design Pressure —60 psf, See General Limitation #t • • • • , Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill-Teem insulation plates at a fastener spacing of 9" c.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 .' • • • • • • • • ••••d.• • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill-Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7} Ply Sheet: 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. 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 Ibsisq. 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 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 Busterm 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. • • ...Max ihffi�esigh.... • ' Pressu«te:• 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 fast' 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 12lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 ps£ 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 Roofing Application Standard RAS 117. • • • • • • 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements these areas. • of • Fastener densities shall be increased for both insulation and base sheet as calculated�i ggippliance with • • Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by q, Florida registered • • Professional Engineer, Registered Architect, or Registered Roof Consultant (When this. iiimitefiori its specifically referred within this NOA, General Limitation #9 will not be a tlltkble.) . • •:•„ 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terminatioli ddsi sha11 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 pressuue zones (i.c; kteitt • • perimeters, and corners). Neither rational analysis, nor extrapolation shall be permittelLfor &hhence&.. 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