Loading...
RF-15-1842 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239678 Permit Number: RF-7-15-1842 Scheduled Inspection Date: August 21, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: MARKUS, DAVID Work Classification: Flat Job Address: 1190 NE 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050270460 Project: <NONE> Contras tar_ OBENOUR ROOFING SHEET METAL& SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments RE-ROOF ENTIRE GAF BUILT UP MINERAL CAP SHEET Infractio Passed Comments INSULATION OVER EXPOSED BEAM INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 20, 2015 For Inspections please call: (305)762-4949 Page 7 of 29 gNoREs �gC.1932 G, Miami Shores Village loss Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LORI'D Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# Qi' " '�� b`I a DATE: 1 I INSPECTION AFFIDAVIT licensed as a (n)4ont �o /Engineer/Architect , (Print name and circle License Type) FS 468 Building Inspector ` License#: 0 )4 �0 On or about Yvl , I did personally inspect the roof deck nailin and (Date&time) Secondary water barrier work at I I -t G o (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based 553.844 F.S) 7 State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this , day of ate of Florida Notary Public, Sate of Florida at Large art NEED FF 01064417 *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 Permit No. 0-7,64 6-1842 1e*�onEs,,� Miami Shores Village Perm ttType.Roof 10050 N.E.2nd Avenue NE 0 Work Classification.-Flat Miami Shores,FL 33138-000 Permit Status:APPROVED o� Phone: (305)795-2204 FryTES SNS GORIRA y issue oat .71 3120,15 Expiration: 01/1912016 Project Address Parcel Number Applicant 1190 NE 92 Street 1132050270460 DAVID MARKUS Miami Shores, FL 33138- Block: Lot: Owner InformationAddress Phone Cell . ...... � DAVID MARKUS 1190 NE 92 Street MIAMI SHORES FL 33138-2935 Contractor(s) Phone Cell Phone OBENOUR ROOFING SHEET METAL F 305-757-2612 ; Valuation: $ 25,450.00 Total Sq Feet: 3510 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF ENTIRE GAF BUILT UP MINERAL Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pa Date Pa Type Amt Paid Amt Due Y YP CCF $15.60 Invoice# RF-7-15-56437 DBPR Fee $4.88 07/23/2015 Check#:7658 $385.36 $0.00 DCA Fee $4.88 Education Surcharge $5.20 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $20.80 ry_.f Total:` $385.36 c� •a n� I r,, I c-a r-! In considerEltion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainingtereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptings permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required foFELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. r-1 OWN ERScFFFIDAVIT I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi6n'and zo Futh71'e�aljp uthorize the above-named contractor to do the work stated.•✓ July 23, 2015 orized Signature:Owner / Applicant / Contractor / Agent Date S:5 Buildln' g Department Copy July 23, 2015 1 Miami Shores Village Building Department JUL 2 3 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 R �t Tel:(305)795-2204 Fax:(305) 756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l'�3 BUILDING Master Permit No. 1- P I S 9 4 2- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / qCONTRACTOR DRAWINGS JOB ADDRESS: [ /D /(,1 20�' �j City: Miami Shores County: Miami Dade Zip' 3-31-36 Folio/Parcel#:_11 ,3 7-0440 0' Is the Building Historically Designated:Yes NO f Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): bd ol8 ",44liy S Phone#: Address: /f/o© AI J67 ld City: M&ACI 4 1-'/t ex State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 0, '12 /L( t d Phone#: Address: Pf,,9.2 1-),E1-),Eg d fl U,� Ifl) �l City: r Awl S p,4 --S State: Zip: 3!!y3 S__ Qualifier Name: Phone#: 3�-' 7J-7--,.) G/ 2 State Certification or Registration#:_ C� 0/ 3o Certificate of Competency#:_"00 6 t4r- 11 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$- v �, �d. " Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: are Specify color of color thru tile: Submittal Fee$ Permit Fee$ 'vv CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ /� TOTAL FEE NOW DUE$ y�' �ro (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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. Sign at u re----,,o Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The f egoing instrument was acknowledged before me this day of 20_� by '[ day of 'R cel 20 77- by da S wlicl> ersonally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r � Sign: Sign. Print: OW Nntary Pu lic Print: Sandra Dee Hart u is tate of Florida Seal: My Commission FF 010644 Seal: Sandra Dee Hart f f ar ao Expires 04/21/2017 �v ,P My Commission FF 010644 or F► Expires 04/21/2017 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5d" .1cRR Miami Shores Village . , Building Department --- 10050 N.E.2nd Avenue OR Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: I.N Property Address: P10 AIF Roofing Permit Number: Dear Building Official: I �WatA certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was co ucted in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of outh Florida Building Code(1994 SFBC) i Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Qi day of Notary Public State of Florida Sandra Dee Hart Notary Public Sate of Florida at La ` , t Ex Commission FF 17010644 � Ex ices 04/21/2017 • 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 7/1-/2015 ti Property Search Application-Miami-Dade Countv 0 Sim AftOFFICE OF THE PHUPERTY APPRAISER1 Summary Report Generated On:7/17/2015 Property Information Folio: 11-3205-027-0460 Property Address: 1190 NE 92 STS Owner DAVID S MARKUS Mailing Address 1190 NE 92 ST MIAMI SHORES,FL 33138-2935 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE `~ FAMILY:1 UNIT ` Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,477 Sq.Ft Living Area 2,044 Sq.Ft Adjusted Area 2,243 Sq.Ft WIN Lot Size 9,375 Sq.Ft Year Built 1951 Taxable Value Information 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Land Value $285,750 $253,500 $171,000 Taxable Value $148,405 $146,831 $143,923 Building Value $156,113 $152,075 $152,075 School Board XF Value $766 $776 $787 Exemption Value $25,000 $25,000 $25,000 Market Value $442,629 ^$406,351 $323,862 Taxable Value $173,405 $171,831 $168,923 Assessed Value $198,405 $196,831 $193,923 City Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $148,405 $146,831 $143,923 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment $244,224 $209,520 $129,939 Exemption Value $50,000 $50,000 $50,000 Cap Reduction Taxable Value $148,405 $146,831 $143,923 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000t$25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book- Board,City,Regional). Sale Price Page Qualification Description Short Legal Description 02/01/1991 $155,000 14974-1693 2008 and prior year sales;Qual by exam of deed BAY LURE PB 44-63 2008 and prior year sales;Qual by exam 11/01/1989 $150,000 14352-0595 LOT 8 BLK 3 of deed LOT SIZE 75.000 X 125 OR 14974-1693 0291 1 05/01/1984 $122,000 12165-1747 2008 and prior year sales;Qual by exam of deed 11/01/1980 $120,000 10940-2548 2008 and prior year sales;Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ♦S�IOC.193 RE's yI Fu■ N .u...I" ��OR{DA CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition,raw and finished materials (include those donated), labor (including volunteer and self-performed), construction supervision and management,and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: 4y( ,¢ic kil S PERMIT# ADDRESS:__fl'io *E ¢off- Si Aof w S ,Re-s 3l 3 FOLIO NUMBER: 0J-7—4 W 0 FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): �— a•+ COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS(past and proposed): VALUE OF PRINCIPAL STRUCTURE ach appraisal): OWNERS SIGNATURE: D . //�// ATE. PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 1 , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application-Form. , \ �S) Section A (General Information) Master Permit No. Process No, Contractor's Name / ✓ ^%C `01S Job Address ( U 1 �\ �( ROOF CATEGORY Lq Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) r C Steep Sloped Roof AREA(SSF) Total (SF)34' • + ' e. •. •yY:'a a� •ss �: . (a'—rl Section B (Roof Plan)Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ove, qSjj�CI c "�sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of pqr§pti . • • - - • •• • a.y • i 1 i 1 - 1 1 4 A - 1 i _ f 1 33 - 1 ----------- FLORIDA FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 4 � SCK Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section C (Low Slope Application) Top Ply Fastener/B dinq 1�ri4Z Fill in specific roof assembly components and identify /f 1 1 manufacturer Surfacing: (If a component is not used, identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachme t: /y I System Manufacturer: ��� Field: U/ 11oc@ Lap, # Rows s @ G "oc �.�� U 1 Product Approval No.: 3 "10,2 Z = �� Perimeter:(/f "oc @ Lap, # Rows�@ G "oc 1 Corner: � "oc @Lap, # Rows -3Q oc I 1 Design Wind Pressures, From RAS 128 or Calculations: Number of Fastene s Per Insulation Board: 1 P1: -�� =f P2: -- 71, 7 P3: /dfj', o 1 1 Field , Perimeter Corner 1 Max. Design Pressure,from the specific product 1 1 approval system: �7 <' Illustrate Components Noted and Details as Applicable: 1 Woodblocking, Gutter, Edge Termination, Stripping, Flashing, 1 Deck: Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, 1 1 Type: £-Voja / Coping, Etc. 1 Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 Gauge/Thickness: 31,,E Flashing, Component Material, Material Thicknests,'Nstener Type, Fastener Spacing or SubmR Manufacturers details that• •;• Slope: / /%%Z- Comply with RAS 111 and Chapter a%_. . : l e e C� RJ Anchor/Base Sheet& No. of Ply(s): ,L//� 1�J'd .. ..:__. An hor/Base Sheet Fastener on ing erial: 1 4Z 4m jE/uvl 194le '�faC�fl�S �i yQ t'r"T. -.• •• •....• ISG � • •..•- . �• 1 �SaC�/avt L,� 1Q! C /Y/a�yrdHt� � • • Insulation Base Layer: / ` _9e/'Y.7ia _...�:. 1 VaTrapet . . Base Insulation Size and Thickness: }K `f S '��s/��� �I••� • N®ic�ht Base Insulation Fast ner/Bonding M terial: 1 -7'cl,Fl 1 �,®il4 Z(� sr�1.4 �< U,CTfiH.rJ fare T c r2rsi� F -.FT. -- 1 Top Insulation Layer: kL IA J . 1 1 Top Insulation Size and Thickness: oac ��'�'`�``� Mean 1 Roof 1 1 Top Insulation Fas e er/Bonding Material: f 1�(� LINA/:c E� '�/� ��1�- Height ppP. i 1 1 Base Sheet(s) & No. of Ply(s):?MLgd4EA 1 Base Sheet Fasten r/Bonding Material: 1 Ply Sheet(s) & No.of Ply(s):Z- /9 1 1 Ply Sheet Fastener ondin aterial: z r Top Ply: AIA104 CV. :4( 1 1 t 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) _ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. 1 _ 1 Section C(Low Slope Application) Top Ply Fastener/Boyrding Material: 1 I-YP< Fill in specific roof assembly components and identify ' 7 manufacturer Surfacing: 1 (If a component is not used, identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: System Manufacturer: G� Field:J_"oc @ Lap, #Rows '0_ @ �I "oc 1 1 Product Approval No.: Perimeter: �' "oc @ Lap, # Rows f @ "oc " G " 1 Design Wind Pressures, From RAS 128 or Calculations: Corner: oc @ Lap, # Rows � @ oc Number of Fasteners Per Insulation Board: P1: )P e P2: P3: /08 - 4:1 Max. Design Pressure,from the specific product Field Perimeter Corner 1 1 approval system: Illustrate Components Noted and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, 1 Continuous Cleat, Cant Strip, Base Flashing, Counterf lashing, 1 1 Type: GyP o G Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Heigfu.of Base Gauge/Thickness: Flashing, Component Material, Ma:eri aI•Thickness.5:0tener. �. 1 Type, Fastener Spacing or Submit Manufacturer®Lletails that 1 Slope: '9 i Comply with RAS 111 and Chapter"e. •• �.: .a]..;. Anchor/Base Sheet& No. of Ply(s): i A ••• :;"'; 1 Anchor/Base Sheet Fastener/Bonding Material: •:• •• ..1:..• 1 • Insulation Base Layer: �`�,��£,t.H�j�C �� �� ;� ��,/� •�••�• ••'••. /N--y'fer/ •�•• 0 Para et � i Base Insulation Size and Thickness: Z��fo . 1%Tg t :Ore.: Base Insulation Fastener/Bonding Material: y Top Insulation Layer: 1 Top Insulation Size and Thickness: /-7 ``���� Mean 1 1 - - Roof 1 Top Insulation Fastener/Bonding Material Height 1 Base Sheet(s)& No. of Ply(s): 1 I Base Sheet Faste er/B nd'ng Material: l VV IO � ANCm 1 Ply Sheet(s) & No.of Ply(s): '2J/gy'- .2o 1 1 Ply Sheet�Fa�st�ep er/Bond�ing aterial: 1 7ry�'C `7l1 L 1 Top Ply: 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) �j MI®�E MIAMI-DADE COUNTY * PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 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 and accepted by Miami-Dade County RER- Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade Copty•• Product Control Section that this product or material fails to meet the requirements of thl a�licable ••0 0 •••••• building code. • ••• • 000.0. .. 0000.. This product is approved as described herein,and has been designed to comply with the FIMM Building Code :000•; 0000 Including the High Velocity Hurricane Zone of the Florida Building Code. .. 0 0000 . .. 0000. DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. 0 •• •• 0 0 • .. .. 0000.. 0000.. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•city,stat jjp f •0 0 0:0 following statement: "Miami-Dade County Product Control Approved", unless otherwise* noted herein. • •• • 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has'beetl 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. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-1022.15 MIAMI•DADECOUNIY Expiration Date: 11/04/18 "'• ' Approval Date: 11/06/14 Page 1 of 16 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 11: Wood, Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield"'Fire-Resistant Roof Deck Protection or (optional) Securock®Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS*#80 Ultimar"'Base Sheet, GAFGLAS® Stratavent®Eliminator7..Nailable Venting Base Sheet, Ruberoid®20, Ruberoid®SBS Heat-WeldT' Smooth or Ruberoid®Heat- Weld""25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS®Ply 4, GAFGLAS®Flex Ply"'6, GAFGLAS®475 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) GAFGLAS®Ply 4, GAFGLAS®F1exP1yTM 6, GAFGLAS®#75 Base Sheet or an-)4 pf jabove anchor sheets attached to deck with Drill-TecTM#12 Fastener,Drill.TecT:#14 F'astoner and ...... Drill-TecTM 3" Steel Plate,Drill-TecTM AccuTrace Flat Plate or Dr IT-ff'cT-AccJ t o- •' Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. I?e*Sifter rows are tqually'••• spaced approximately 12"o.c. in the field of the sheet. • .... ...... (Maximum Design Pressure—45 psf. See General Limitation #7) .... . .. ..... GAFGLAS®FlexPly"m 6, GAFGLAS'#75 Base Sheet or any of abpyt,i hor sije;l� attached to deck with approved annular ring shank nails and tin caps ata fastener spacing of .• 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. 00 00:0 (Maximum Design Pressure—52.5 psf. See General Limitation #7,1 • GAFGLAS®480 UltimaTM Base Sheet,Ruberoid®20, Ruberoid®Mop Smooth, Daae s;eet attached to deck with approved 1%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°475 Base Sheet or any of above anchor sheets attached to deck with Drill-TeCTM #12 Fastener, Drill-TecTM#14 Fastener and Drill-TecTM 3"Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTrac®Recessed Plate 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) NOA No.: 13-1022.1.5 MIAMt•OADEGOUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 6 of 16 T" Fastening Options: GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec (Continued) #12 Fastener or Drill-TecTM#14 Fastener and 3"Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac®Flat Plate or Drill-Tec""AccuTrace Recessed Plate 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 layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W EnergyGuardT"Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum ''/:" thick N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum'/" 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 1171W. insulation attachment. Composite insulation panels may be used as a top layer placed with•ite poly'socyanurate•O:' side facing down. GAF requires either a ply of GAFGLAS®Stratavent®Eliminator'"PErfvr.�ted Venttgg Base,...;• Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay-beard on all 0 0 isocyanurate applications. **o :9000: • 9 9 . 9999 . .. 99990 Base Sheet: Optional)Install one ply of GAFGLAS'#75 Base Sheet, GAFGLAO.%#$0 Ultima.rase -o:-** Sheet, GAFGLAS®Stratavent®EliminatorTM Perforated Venting B'd>;e Sheet, Rubtrdie Mdl?'-'- Smooth,Ruberoid"'20, Ruberoid®SBS Heat-Weld'M Smooth or Rtieroi,®SBS Heat-WeldT" 25 directly over the top layer of insulation. Adhere with any approved inoppirgas�fltait applied within the EVT range and at a rate of 20-40 lbs./sq; (see O'ene'ra;Limitation#4). :"'•; Ply Sheet: One or more plies GAFGLAS'PLY 4, GAFGLAS'Flex P1yTM 6 sheet or GAAGK%P#80 Ultima Base Sheet 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 BUR 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 on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 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. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options. NOA No.: 13-1022.15 MI IMI-DADEcouNTY Expiration Date: 11/04/1.8 Approval Date: 11/06/14 Page 7 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex P1yT' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4"DensDeckTM Roof Board or '/2"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 systerqs-shall be limited to a maximum design pressure of-45 psf. . •••• ••••.• • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force•ieF;1yjlue 4176 Mf,as '. tested in compliance with Testing Application Standard TAS 105. If the fastener value,,vnvld-tested,.are belo, • 275 lbf insulation attachment shall not be acceptable. .... .. . :9000: • M 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmees basedvri asninimttm••- fastener resistance value in conjunction with the maximum design value listed within a s%Vei'ic system. $hould'tlt�•• of fastener resistance be less than that required,as determined b the Building Official a• fastener s acin " q Y g > ieyLsf� . P g> • prepared,signed and sealed by a Florida Registered Professional Engineer, Registered'Arc'hitct,o;Registered..•• • Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resisViTO value . taken from Testing Application Standards TAS 105 and calculations in compliance witltRo�ng ApplIeltion ": Standard RAS 117. •• • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 MIAMI-DADECC UNTY Expiration Date: 11/04/18 "'f s Approval Date: 11/06/14 Page 16 of 16 '7/21!2015' TGFU.R 1306-Roofing Systems ��r �.CitLl_NE CERTIFICATIQNS DIRECTORY TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF R1306 1 CAMPUS DR PARSIPPANY, NJ 07054 USA "RUBEROID@ 20 Smooth" or"RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet" base sheets in any of the following Classifications. 1/2-in. thick(minimum) gypsum board or 1/4-in, thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT" Roofboard" or'/4-in. thick (minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) 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. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. 1/4-in. thick (minimum) "SECUROCK@ Roof Board" (Type FRX-G) and "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. •.•• Multiple plies of Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultia-Flexible Ply d may be adR&r98;• to Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ Du'AGu9rdT Rem(aaro" in hot • roofing asphalt. 600:66 •• ••.•�• .6666• "EnergyGuardT" Ultra" is an acceptable alternate to "EnergyGuard"" in any applicable Classification. *Gee* • ••••; 6666 "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hCPfdbf �• •ing asphal*@Ner ••••• noncombustible decks and as a recover over existing roof systems. 6666•• • • •�;••• TM T"II • ••stems. •• •• •• 6666•• EnergyGuard Perlite Insulation' 1 " may be utilized as a cover board over EnergyGuard in any of the followin•g sy � ••• . • Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or AClassifiied urethane • 6666•• insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. • • ;••••• 6666•• Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manu;acture4s•in:L*aration • • instructions (excluding LRF Adhesive 0) in any applicable Non-Combustible Roof Deck Classifications. •• • "EnergyGuard" Tapered" is an acceptable alternate to "EnergyGuardT"" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaT" Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or "Tri-Ply® Ultra-Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt 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 any UL Classified perlite insulation. Crushed stones 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, B or C systems listed over C- 15/32 or NC. 7/21/2016 TGFU.R1306-Roofing Systems The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The'use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 UltimaTM Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri-Ply® Ultra-Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6". "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 "TOPCOAT@ Fireshield MB" at 21/2 to 3-gal/100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. "RUBEROID@ Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID@ Mop" SBS roofing membranes in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation:— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra- Flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing:— Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUf;0" Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. 0 �• •••.• 00000, Insulation:— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane pr p4rlite/pQlWisocyanurate 0• composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, anyxbij�rjerss. • • Ply Sheet:—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex•Ply 6" or"Tri-PryO@ Ultrd_00"0 Flexible Ply 6", fully adhered with hot roofing asphalt. 000 Flex: 0 0 • • • Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"SheetTri-Ply@ BUR Granule �V 514%et" or OSAF@LAS@ ••••: EnergyCapTM Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. •••• : 0 0 0' 0 0 0 0 0 3. Deck: NC Incline: 2 • • • • • •• •• •• •• •••••• Barrier Board (Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofhoarcl' or"DensDeck@ Prime 0 Roofboard" or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-in. thick, or United States Gypsdm Co."SECU1�9"(r Roof Boer'•• (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. • • • 0 Insulation(Optional): — One or more layers perlite or wood fiber or lass fiber or of isoc anuralo or methane r :000% Y p 9 P Y� Y Q .•• perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or pherjlli[, :-in. maximum. Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCapTM Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 Incline: 1 Slip Sheet(Optional): — Red rosin paper, nailed to deck. Insulation(Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet:— One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet", mechanically fastened. Ply Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCapTM Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating(Optional):— "TOPCOAT@ EnergyCoteTM Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 5. Deck: NC Incline: 3 Base Sheet:— One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible httpl/database.ul.com/cgi-bin/XYV/templ ate/LISEXT/1 F RAM E/showpage.htm l?nam e=TGFU.R 1306&ccnshorttitle=Roofing+Systems&obj id=1074351933&cfgi... 2143 7/21/2015' TGFU.R 1306-Roofing Systems Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply® BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCap'" Minera-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 11. Deck: NC Incline: 2 Base Sheet:— One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima'" Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCapTM Minera-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 12. Deck: C-15/32 Incline: 1 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuard'" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum '/4-in. thick. Insulation:— One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-in. from plywood deck joints). Base Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra- Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply(g) #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane:— One or more plies "RUBEROID@ Torch Smooth" or"Tri-Ply® APP Smooth" or"Tri-Ply@ APP Granule" or"RUBEROID@ Torch Granule" or"RUBEROID@ Torch 180", torch applied or"RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Smooth Plus" or"RUBEROID@ Mop Granule" or"Intec Flex PRF" or"Tri-Ply SBS Modified Bitumen Membrane" fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCap" Minera-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 13. Deck: C-15/32 Incline: 1 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck® DuraGuard'" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum '/4-in. thick. Insulation(Optional):— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,anyethickness. Base Sheet:—Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Shot" ar%iGAFGLAVV t80 Ultirna-- • Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ PeMrated Vent rtgBast Sheet" oie� Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet", mechanicallyefesGesed or fully adlered vWt ltil e e e hot roofing asphalt. Ply Sheet(Optional):— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLASQ Ply Flex 6"eor"Tri-PI Qe Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. a"' e ;•• •e • Membrane:— One or more plies "RUBEROID@ Torch Smooth" or"Tri-Ply@ APP Smooth" or"Tri-PlyVAM Granule or•RUBEROrtq•• Torch Granule" or"RUBEROID@ Torch 180", torch applied or"RUBEROID@ Mop Smooth" or"RUBER01i Smooth 1.5'�or e e e e e e "RUBEROID@ Mop Smooth Plus" or "RUBEROID@ Mop Granule" or"Intec Flex PRF" or"Tri-Ply@ SBS fra*Ae" fullyea b4rea with W.... roofing asphalt. ••e•e • e e Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap e2t"Or"GAFGLAS@ e EnergyCap'" BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. a ;.a e:e '••••• • • e e � 14. Deck: Incline: 32 2 C-15/ •eee ; •••••• e e . .. e Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuard'" Roofboard", minimum '/4-in, thick, or United States Gypsum Co. "SECUROCK8 Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet:— One ply "GAFGLAS@ Stratavent@ Eliminator" Venting Base Sheet" or Type G2 "GAFGLAS@ #75 Base Sheet"or"Tri- Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima'" Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply Flex 6" or"Tri-Ply@ Ultra-Flexible Ply 6" or"RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or"RUBEROID@ Mop Smooth Plus" or"RUBEROID@ 20 Smooth", fully adhered with hot roofing asphalt. Membrane:—Type G3 "Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS® Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCap'" Minera-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 15. Deck: C-15/32 Incline: 1 Insulation(Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:— One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet", mechanically fastened. Ply Sheet:— One or two plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply 4" or"GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply #75 Base Sheet" or"GAFGLAS@ #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. I S MIAMI.DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION ( ) Miami,Florida 15-2474 T 086)315 NOTICE OF ACCEPTANCE (NOA) F(786))331525-99 www.mianiiamidade gov/economy GAF 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 and accepted by Miami-Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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�oriaa Buil�xg Cade • including the High Velocity Hurricane Zone of the Florida Building Code. •••••• .. ...... DESCRIPTION: : GAF Ruberoid®Modified Bitumen Roof System for Wood Decks"". •. • ABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogd,.Gi y,stare.following statement: "Miami-Dade County Product Control Approved", unless otherwise no�tel herein. � ci. • ....:. RENEWAL of this NOA shall be considered after a renewal application has been fileda• nd there has been no change in the applicable building code negatively affecting the performance of this produtf.� ••• :�o o 6.0 . 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. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. [�J i NOA No.: 14-0611.01 RmRMADECOUNTY Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShielde Fire-Resistant Roof Deck (optional) Protection or SecurocO Gypsum-Fiber Roof Board. Base sheet: GAFGLAS®480 Ultima T'Base Sheet, GAFGLAS®Stratavent®EliminatorTM Nailable Venting Base Sheet,Ruberoid®20, Ruberoid® SBS Heat-Weld TM Smooth or Ruberoid®SBS Heat-WeldT'25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS'Ply 4,GAFGLAS®FlexPly"M 6, GAFGLAS®475 Base Sheet or any Options: 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®F1exPly""6, GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec""#12 Fastener,Drill-Tec"M #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3"Steel Plate, Drill- Tec TM AccuTrac®Flat Plate or Drill-TecTM AccuTrac®Recessed Plate insta11M012' o.c. in 3 rows. One row is in the 2"side lap. The other rows;re•eglally sp.&ed• 00•: approximately 12"o.c. in the field of the sheet. • 0000.. .. 0000.. (Maximum Design Pressure—45 psf. See General Limitation#F;•• 0000.. GAFGLAS®F1exPlyT'6,GAFGLAS®#75 Base Sheet or any of abae basre gfLls • attached to deck with approved annular ring shank nails and titrgan at a fptepe� •0.•0 0 c'. spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o' iYthe field'.• •• •••••• (Maximum Design Pressure—52.5 psf. See General Limitation;�; 0 • *00000 000000 GAFGLAS'#80 UltimaT Base Sheet,Ruberoid'20,Ruberoi8®MXc f Smooth, ;0 0 0 0; base sheet attached to deck with approved annular ring shank nails and tim'alis at 0 0 a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf. See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener,Drill-TecTM#14 Fastener or Drill-TecT'XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac Flat Plate or Drill-Tec"' AccuTraco Recessed Plate installed 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-Tec"' 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.: 14-0611.01 MIAMI-DADE COUNTYM Expiration Date: 11/06/15 �ffgyuxslgnApproval Date: 11/06/14 Page 25 of 29 Fastening GAFGLASr'#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-TecTm#12 Fastener,Drill-TeC-#14 Fastener or Drill-TecTM XHD Fastener (Continued) and Drill-TeCT 3"Steel Plate, Drill-TecT'AccuTrace Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed 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: (Optional) One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPlyT.6, GAFGLAS®#80 Ultima Base Sheet, Ruberoid®Mop Smooth or Ruberoid®20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid'Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid® Mop Granule, RoofMatch'' SBS Modified Granular, Ruberoid®Mop Plus Granule, Ruberoid®20, Ruberoid®30,Ruberoid'EnergyCapi- 30 FR SBS Membrane, Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop Granule RoofMatchT14 SBS Modified Granular, Ruberoid®Mop 170 FR,Ruberoid®Mop Plus Granule, Ruberoid®20, Ruberoid®30, Ruberoid®EnergyCap-30 FR SBS Membrane, Ruberoid®30 FR or Ruberoid®Mop FR adhered in MatrixTm 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. 0000 Surfacing: Optional on granular surfaced membranes; required for s#iogtb memb' rfts. •••••• Chosen components must be applied according to manufacturer?s application '. instructions. All coatings must be listed within a current 00 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat!of a 'roved :00* asphalt at 60 lbs./sq. '••• �' •• 06:606 2. GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap"BLIRWeral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied willtip the EVT* •' range and at a rate of 20-40 lbs./sq. . . . . *000:0 0000.. 3. Topcoat®Elastomeric Roofing Membrane,Topcoat®MB Plus(to be used a:a p.imer with•• :0 0 6 0 Topcoat Elastomeric Roofing Membrane)or Topcoat®Surface Seal SB applied at 1 th01.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-0611.01 MIAMIOADE COUNTYM Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 26 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly " ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecO Roof Board or '/2" 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 Ere 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')va44of 275 ibf., as tested in compliance with Testing Application Standard TAS 105. I€the#'astenerom4we, ....,. as field-tested, are below 275 lbf insulation attachment shall not be acceptable.*••• : 000 • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane at{a(mment is based on a minimum fastener resistance value in conjunction with the maximum design.'vj'lpe listed.wit�in •••• a specific system. Should the fastener resistance be less than that required, as dN rmihed b;tfle..• ,• •• Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida-Registered : •.:..' Engineer, Architect, or Registered Roof Consultant may be submitted. Said revt9' C?1astener Sl1ac'ing **e*:* shall utilize the withdrawal resistance value taken from Testing Application StaMUNTAS 105'and calculations in compliance with Roofing Application Standard RAS 117. 600660 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiFvmeks 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 49 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters, and corners). Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0611.01 MIAMMADECOUNTY Expiration Date: 11/06/15 .. Approval Date: 11/06/14 Page 29 of 29 7/21/201'5 TGFU.R1306-Roofing Systems Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply® BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCapTM Minera-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating(Optional):— "TOPCOAT@ EnergyCoteT" Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 16. Deck: NC Incline: 1/2 Insulation(Optional):— Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or"GAF 2-Part Roofing Adhesive", applied as a nominal 21h-in. bead with a maximum on-center spacing of 12-in, or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Base Sheet:— One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaT" Base Sheet", mechanically fastened. Ply Sheet:— One or two plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ 4" or"GAFGLAS@ Flex-PlyT" 6" or Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaT" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating:— "TOPCOAT@ EnergyCoteT" Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 17. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum '/4-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:— One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply #75 Base Sheet" or"GAFGLAS@ #80 UltimaT" Base Sheet", mechanically fastened. Ply Sheet:— One or two plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply 4" or"GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply #75 Base Sheet" or"GAFGLAS@ #80 UltimaT" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating:— "TOPCOAT@ EnergyCoteT" Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 18. Deck: NC Incline: 1 •••+ • s • • •••• •••••• Insulation(Optional):— Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mect•ar&a1y fast@god or adhered will? "LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or"G4F,;j,�4: Roofing AtVtsive", • ••• •• applied as a nominal 21/2-in. bead with a maximum on-center spacing of 12-in. or any UL Classified insulation adhesive, applied per tie manufacturer's installation instructions. •.•••' ' • • Base Sheet:— One ply "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet", loose laid or TA@1( ,"GAFOLAS(3►#75 Base • Sheet" or"Tri-Ply #75 Base Sheet" or"GAFGLAS@ #80 UltimaT" Base Sheet", fully adhered with hot•rve6ing asphalt••• •••*# Ply Sheet:— One or two plies "RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or"Ra3ggQ1D@ Moq,Smogth Plu!;'.Jrs.• "RUBEROID@ 20 Smooth" or"RUBEROID@ HW 25 Smooth", fully adhered with hot roofing asphalt. .• •• • �••0 Membrane:— "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet", fully adhered withVot roofing asONC• Coating:— "TOPCOAT@ EnergyCoteT" Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOATJ)'�'Jthite Elastdfneric Coatings% applied at a rate of 2-gal./100-ft.2. ' ' ' • •••••• • • • 19. Deck: C-15/32 Incline: 1 •s•! : • ••• i"'s; • • • Insulation(optional):— Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:— One ply "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply #75 Base Sheet" or"GAFGLAS@ #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet:— One or two plies "RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth Plus" fully adhered with hot roofing asphalt. Membrane:— "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating:— "TOPCOAT@ EnergyCoteT" Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 20. Deck: C-15/32 Incline: 1 Base Sheet:— One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" mechanically fastened. Insulation(Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet:— One or more plies "RUBEROID@ 20 Smooth" or"RUBEROID@ HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ EnergyCap'" Minera-Surfaced Cap Sheet". Class B http://database.ul.com/cgi-bin/XYVItempi ate/LiSEXT/1 FRAM Etshowpage.htm I?name=TGFU.R 1306&ccnshattitle=Roofing+Systems&cbj id=1074351933&cfgi... 543 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofiog permit, and to explain to the owner the content of the 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 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. �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. Common roofs: Common roofs are those which have no visible delineation between ma0boring units(i.e.,townhouses,condominiums,etc.) In buildings with common roofs,the roofing egntract6r63nd/dr 0000.. owner should notify the occupants of adjacent units of roofing to be performed. 6 9 9 •••' • •• 096.06 00 •000:0 ,�4. � Exposed Ceiling: Exposed,open beam ceilings are where the undeaiQ1e rootd c n can:woo*: be viewed from below.The owner may wish to maintain the architectural appearands Abeitfore,QDdficipail 6•••, penetration of the underside of the decking may not be acceptable.This provides thepptign of mpintaining the..:..• appearance. •• •• •• •• •6.6•• 0000.. 5. Ponding water:The current roof system and/or deck of the building nay n4 drain vie 44may •••'� cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be a%imitation of strwWral ;••••; distress and may require the review of a professional structural engineer.Pounding may shortenl0o tfe: expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. �n} a S. ,UOverflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior ofthe,5tryeture assembly(the building itself).The existing amount of attic ventilation shall not be reduced. It mbeneficial to consider additional venting which can result in extending the service life of the le roof. Owner/Agent's Signature Date Contract ignature Date Revised on 7/9/2009 LD