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RF-09-1396Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 122612 Permit Number: RF -8 -09 -1396 Scheduled Inspection Date: September 09, 2009 Inspector: Bruhn, Norman Owner: MOODY, YVONNE Job Address: 1131 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050170050 Phone: 305 - 757 -2612 Building Department Comments re -roof flat roof. gaf modified bittuman over tapered periite Passed ,0-(s,1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments c._...f.....L.e. AQ nnno For Inspections please call: (305)762 -4949 o.sr..m 4 R et; 47 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. fl' ' 1 l el �� Q Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Owner' Address a 3 ( (7 cyr City (( Aug ckeves3 State Tenant/Lessee Name Plumbing Mechanical ^1 Phone # 71‘ Z34 6 57 Zip 53/3 £ Phone # Job Address (where the work is being done) t1 Si City Miami Shores Village County Miami -Dade Zip 3' r •fr FOLIO / PARCEL # 11-- 3 2.0 5.--• Orl CO SO Is Building Historically Designated YES NO V Contractor's Company Name 0 Contra' . is Address ( c- c! N E e? Phone # aro-2s /2- City / ' ShOitg4 State c Zip 3 313 $ Qualifier Name, ( ymg,,s ®/,Q J)OL) Phone 02dr 7-0V7`)"62 1 ?'' State Certificate or Registration Noah / CL 30 C Certificate of Competency No. 6;46 1f Architect/Engineer's Name (if applicable) 0 /dc Value of Work For this Permit $ 67®e Type of Work: Describe Work: ['Addition Phone # ['Alteration Square / Linear Footage Of Work: 35-4( DNew: Repair/Replace ❑ Demolition 10��1 **4' 4` *, * * * ** ** ** * * *** ********** Fe��*********** * * * * * ** * * ** * * * * * * * * **** * * * * * * ** b : 'b Submittal Fee $ /' Permit Fee $ CCF $ 3t.00 ceoGG Notary $ Training/Education Fee $ ' Technology Fee $ Co • W Scanning $ l' c Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ t Structural Review. $ Total Fee Now Due $ Dal 2S 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 State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITS 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. d' k / /a/414-v/ Signature /, l %C ��' �� Signature i owner or Agent V Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 , by , day of ,20 , by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: c Plans Examiner Engineer Zoning (Revised 02/08/06) 1111101111111111111111111111111111111111 CFH 21309R0611. 6891 OR Ilk 26990 F's 1742;. (1Ps ) RECORDED 0S /25/2009 14:51:10 HARVEY RUVIH, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE STATE OF FLORIDA, COUNTY OF DADS 1 HEREBY CERTIFY that this is 6 We copy oflhe original likkl in this 00 on c- day oY 7dir A D 2v �i WITNESS m hand and Official Sri. HARVEY RUVIN, CLERK, of Circuit' and County Courts NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I l -'32bs." STATE OF FLORIDA: COUNTY OF MiAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. NSpace above reserved for use of recording office " 1. Legal description of property and street/address: , l 1 N F r � 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 164 kE 41 gala 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by wner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following pars (s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. %n Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 711 PART I, SECTION 713.11 FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AISZTTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. lJ Signature(s) of Ow r: •r 0 r, pri e.,, •: - r/Director/Partner/Man r441104r- By � �� By : ffLi ! i'1`' l/� vi Title/Office �ti•�!T•�.4w.iiL '`�., . Print Name ` Title/Office. Sagreffirt v., STATE OF FLORIDA COUNT' OF MiAMi -DADE The foregoing instrument was acknowledged before me this day of B d air Ij ividually, or d as for Personally known, or C] produced the following type of identificati Signature of Notary Public: Print Name: O "+q s (SEAL) �° Sandra 11 Hart VERIFICATION PURSUANT TO SECTION X2.525. FLOQ(pA STATUTES s Commission #DD867559 f, Under penalties of perjury, I declare that I have read the foregoing and ' APR. reg i that the facts stated in it are true, to the best of my knowledge and belief, � ems" Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 123.0142 PAGE3 11107 Mame SkAieed `Paw Wed y V e ie White et 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Date: 51140°1 ft?ej-9 N 11a►rr 'Welt Roofing Permit Number: Dear Building Official: con ctions of my building'becau.se: certify that I am not required to retrofit the roof to wall he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. D The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 7 Signature State of Florida County of Dade • •• • • •••• • • . • • •• • • • .•.• • • • • • •••• • •• •• •••• • • • •••• .0.00 • • • •••• • • •• • • • • • The undersigned, being the first duly sworn, deposes and says that he /she is the coiitwitor for the above property mentioned. • Sworn to and subscribed before me this -••••0 Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem taxation is equal FBC nor a 1994 SFBC. Then you must.provide a building application from a General day of •• • 0• • • • • •. • • •••• •••• PU3LUC.STAU OF ir LORID 4 n".` Sandra D. Him .:> )Commission #DDBOSSO Expires: APR, 02, 2018 sown co. at to or more than $300,000.00, and the building was not constructed with Contractor for the Roof to Wall connection Hurricane Mitigation. • • • • Owner's Notification Form "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements system installations. Additionally, the following items should addressed as part ofdthe agreement for roofing o er and the contractor. The owner's initial in the adjacent box indicates that the item • gr ent betvreen the ��,ly� been explained. 0 �. . Aesthetics - Workmanship: The workmanshi e for the p provisions of Chapter 15 (High Velocity Hurricane purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards, Aesthetics (appearance) issues 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. Renaiting Wood Decks: When replacing roofing, the existing wood roof deck ma have to renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida : Code. (The roof deck is usually concealed prior to removing the existing roof system). r/la 3. Common Roofs: Common roofs are those which have no visible delineation between wets e. townhouses, condominiums, etc.). In buildings with common roofs, the roofin contractor and/or o ' • er should notify the occupants of adjacent units of roofing work to be performed. g r 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural. appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. NIV.,' Ponding Water: The current roof system and/or deck of the building may not drain well and may ter to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and,performance of the new roofing system. Ponding conditions may not be evident until the original roofin system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the rcmfieniot :••••: ed from a build up of wad Perimeter /edge walls or other roof e.. +o.,.:.�_.... •�,. dirt ..... • overflow scuppers (wall a -. � -- - --- ""'�" =a ••• • with the Florida Building _ provided. It may be necessary to install overflow ;s. l 1► �.1 . Venti6on: strutetures should have some ability to vent natural aa►w thrdu in •' atsell), The existing amount of attic ventilation shri?rnot be reduced. Its•• 4t• _. may be nefic l to consider ° d •, �� ,o .yentin which can result in extending the servi • • • • �► / •••• /igoiri . _li Date: d • • Owner's/Agent's Signature: Contractor's Signature: Properly.Address: fiteJ / /Q/Docrmrer .20and%20settings/sky,/DeS E ON_1524[1].htm9/27/2007 5:46:06 AM 1 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPUCATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. , 'f,'• Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, 8, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance ► NOA Cover Sheet ► NOA Specific System Description ► NOA Specific System Limitations ► NOA General Limitations ► Applicable Detail Drawings ••••• • • '•• e..... • •• • • ••• •••••• .•..•. • ••.• •ii • • ..•••• •••••• 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 13 ,; • ••• •' ... • 4. Other Component Notice of Acceptances • ••. • 5. ,Municipal Permit Application •• • • • :.' ....... 6. .Owners Notification for Roofing Considerations (Appendix " F" Form) Re -g or ...... • Repairs Only •• • ••• •• • 7. Any. Required Roof Testing/Calculation Documentation • ••' ...... • • • • • ••••. Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Page 1 • 1 • • 1 SectionA "Delivering Excellence Every Day" Master Permit No: 1 Contractors Name: Job Address: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section A (General Information) Process No: yf Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other. Roof Type ❑ New Roof ® Re- Roofing ❑ Recovering ❑ Repair Are there Gas Vent Stacks located on the roof? ❑ Yes No Roof System Information Low slope roof area (V) NMI Steep Sloped area (V) Section 8 (Roof Plan) ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Maintenance If yes, what type? ❑ Natural ❑ LPGX Total (ft.2) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (al: ZAN Corner Size (a' x a'): �J ALL EY •• • • •• • • • • • • •001.0 •• •• • 1.01•• •••• •••1• 1••1.1 • 0• • • •••• •• ••••• • •••• • • 0000 • •• • • • •• • • •• •0 •• • ••••• ••••• • • .0••• •• ••0001 11•• •• • •••11 1 t • ••0•; • • •1••. (q) ROOP ASSEMBLIES AND ROOFTOP STRUCTURE Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Fenn on 4nw a,�,,sul p� as Flo in spec roof ambly components and identify manufacturer (Ea component is not used, Identify as "NA ") System Manufat ttj : Product Approval No: 0 Design Wind Pressures, From BRAS 128 or Calculations: Pmaxt: Pmax2:43 3 Pmax3: Max. Design Pressure, from the psckdc Product Approval system: Deck 'g'pe' -�' G uge/Thtottnesis: ` 7 Slope: (8 q " Anchor/Base Sheet & No. of Pky(a): yg/gthAt riert. insulation Base Layer: Base insulation Size and Thickness: f i /tfelt,i,/c / Base base / Top &Ululation Layer. Top insulation Site and Thickness: Top insulation Fastener"' NI Material: Base Sheet(e) & No. of PIy(e): 4/544://4 •20 Base Sheet FaAtenr, ridick n �I: Ply Sheet(a) & No. of PIy(e): t/ .t- Ply Sheet Fatntenerl nding Material: ToptPly: /WV/4i /41c F,e Top Ply FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: 7 " oo @ Lap, # Rows 0 .12 oc Perimeter: ":t, .;Lap, It Rows oc Comer: is " oc @ Lap, It Rows 1 1p " 00 Number of Fastenta 3 Per Insulation Board: Fleld Perimeter Comer Mustrate Components Noted end Details as Applicable: Wioodng, 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 alas f:� j 4 /1e4T X' galore.40AM & /70 1107x/ at • Parapet Height r- Fii3 c �,vs •••• • O • i Mean • . Roof ••••• •��• Height;•• • • ▪ •• • ••••:• •••••1 a 09, po /.- 4 11,0 fns /C •. •• • .• .. • • •••• ••••• 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURE Florida Building Coda Edition 2 004 High-Velocity Hurricane Zone Untbtm Permit Application Form. Surfacing: _4 AZG4-�tJc�f linnitatadayjameapficatkoro tYtt in spec roof assembly components and identify manufacturer (If a component Is not used, identify as "NA") System Manufacturer: Product Approval No.: 0"7 t 2-© .0 C Design Wind Pressures, From RAS 128 or Calculations: Pmaxi: Pmax2: — rJ t • 3 Pmax3: -J 3( -"/ Max. Design Pressure, from tits c Product Decic Approval sy� :. - 1V/R0 p/yw-to-d Aauge/Thtckatess: P Slope: r-- Anchor/Base Sheet & No. of Ply(s): NJ ,--j Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: A) ( k Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Mutation Layer kJ A- Top Insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) a No. of Ply(s): J 7 ter A. 60 By` Ply Sheet(s) & No. of Pty(s) ,) t34,,Lot h 20 Pty eriai: FLORIDA BUILDING CODE — BUILDING Fastener Spacing for Anchor/Base Sheet Attachment: Field:. j oc'ft4 Lap, # Rows ?- 0 9 " oc Perimeter• fr two - :itlp, # Rowe �, #14___" 00 Corner: 4 "oc @ Lap, # Rows 5-0 oc Number of Fastens Per insulation Board: Reid erimeter Corner Illustrate Components Noted and Details as Applicable: Woodblookin , Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Fleshing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material ThMmess, Fastener Type, Fastener Spacing or Submit 15.33 M11111AM�I��D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: 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 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen-Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or .change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and remo 4aj of NOA. T • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florigild followed by the expiration date may be displayed in advertising literature. If any pprtionof 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 mandfaier or itt • • • . distributors and shall be available for inspection at the job site at the request of the Baijditlg'Officidl. ' ••..•. •• • This NOA revises NOA No. 03- 0501.02 and consists of pages 1 through 30. ...... • • • • • • . • The submitted documentation was reviewed by Jorge L. Acebo. , / • • • • • • ... • • • NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 1 of 30 • • • • •.••.• •• •.•.•• •••••• • • • *••.• • •••••• APPROVED ASSEMBLIES Membrane Type: SBS Deck Type II: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 EnergyGuardr' PolyIso, RA, RN, EnergyGuardTM Composite RA, Minimum 1" thick N/A N/A Wood Fiber, EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board Minimum 'A" thick N/A N/A EnergyGuardTM Perlite Minimum %4" 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 Ibs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top Layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated Iaid dry or a layer of EnergyGuardTM, Perlite or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"' Nailable Base Sheet, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- WeIdTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 as Shed or My Options: of above Anchor sheets attached to deck with approved annulart rirtglhank > • . and tin caps at a fastener spacing of 9" o.c. at the lap staggeredrand intwo row's 12" o.c. in the field. • ..• • • (Maximum Design Pressure -45 psf, See General Limitation #�••' • , • • • • GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Bose• Sheet o� •,' of above Anchor sheets attached to deck with Drill -TecTM #12 stafdra'dt #14 or # • 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTratilli es,12" co..• in 3 rows. One row is in the 2" side lap. The other rows are equally spa,ced • • • approximately 12" o.c. in the field of the sheet. ' ; • • • • • • •' • (Maximum Design Pressure -45 psf, See General Limitation #7} NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 8 of 30 • • 1 • 000000 00000 • ••.•• •s• •.• 000000 GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecmM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4, GAFGLAS Flex P1yTM 6, GAFGLAS® STRATAVENT® EliminatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat - WeIdT' Smooth or RUBEROID® SBS Heat- We1dTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6 sheet, GAFGLAS® #80, RUBEROID® MOP Smooth, RUBEROID® 20 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 ofRUBEROID® 20, RUBEROID ® 30, RUBeR01156 30 F.R "' • RUBEROrDe MOP Smooth, RUBEROID® Mop 170 FR, RUBEROIIID® Mop ' • Granule, RUBEROID® MOP PLUS, RUBEROID® MOP FR, RBERUID® • •.. ULTRACLAD ®, or RUBEROID® Dual FR fully adhered in an apprOed asplia It ate an application rate of 25 lb. /sq. ± 15 %. • •"' • . • • •••• • Cr):11 •.:1,/4∎ Bail !APPROVED! •••••• • •• • •• • •• • • • • •••• • • • • •••• NOA No.: 07-1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 9 of 30 0000 • • 10 •••• •••••• •••• ••• ••••• • • • •••••• • • 000000 Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ibs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 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 galisq. 5. Leak BusterrM MatrixTM 602 MB Xtra Elastomeric Roofmg Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB. Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above •••• • • • • •••• • • • • • •••• • • • • • • •••• • .• •• •• ▪ • • • •.... •••• • .. •••• • • • • • • •• • NQ4 Ny.: 074ifpQf Expi f'atid'1i,Date: 11IQ643 Approval Date: R4(Q(111 Page 10 of 30 • • • 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, VersaShield® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 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® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitailon #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side laps • The other rows are equally spaced approximately 9" o.c. in the fold cif the tiett.. • (Maximum Design Pressure —60 psf, See General Limitation'0T .' • • • • Any of above Base sheets attached to deck approved annular >siggj:pnk nails slid 3" inverted Drill -TecTM insulation plates at a fastener spacing of g:o.c. at ti,�; lap staggered in two rows 9" in the field. • • • • (Maximum Design Pressure —60 psi,' See General Limitation • . • • • • • • •••• •• • • • • • • • • • • • • • NpA 0.:,.0741 111 • Expitatioq Date: 1 / g 13 '. Approval Date: 04/9g/06 Page 26 of 30 Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #80, 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 moreplies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROIDe Mop Granule, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30 or RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS 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 more1lies, of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, RUBEROID Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID® ULTRACLAD® SBS in RUBEROID® Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: • 1. Gravel or slag applied at 400 lbsisq. and 300 lbsisq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak Busterm MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT° MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 _ {: I./sq. 6. TOPCOAT° Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq • • :'' • 7. Advance Green Technologies Photovoltaic Laminae solar enemy • • • collector auxiliary roof equipment installed in con4liapc0 with •••• manufacturer's specifications and applicable Buildii*iito'des. • • • • 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 -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psi; See General Limitation #7) Surfacing: Maximum Design Pressure: See Fastening above • •. • • •• •••• • • • •• • • • • •••• •• • • • • WA Np.: O7-1 Q3:Q2 Expi atiolk,Date: 1114643 Approval Date: 03/46/p8 Page 27 of 30 • • • • •• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '4" Dens Deck or V2" 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 20-401bs./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) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform 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 (ie. Biala, • • perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted fer enhailoed. • fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners; (Vith *n this Iftktltation is specifically referred within this NOA, General Limitation #7 will not be app$cagre:) 10. All products listed herein shall have a quality assurance audit in accordance with the /Qua Buii4i n t ode and Rule 9B -72 of the Florida Administrative Code. •••• • . ••. END OF THIS ACCEPTANCE • • • • • • '' • • • • • .. • • • • t't3A 1110.: O7- 120301 Eapiiration Date: diid6713 Approval Date: oVti67o8 Page 30 of 30 .• • • • • • .• • 192 ROOF COVERING MATERIALS (TIM) Roofing Systems (TGFU)—Continued Base Cott: "A-38 Series", 0.75 gal/sq. Second Base Coat "A-38 Series", 0.75 gal/sq. stl' • Wear Coat "A-38 Series ", 0.75 gal/sq plus walnutshells at 0.75 lbs per Surfacing: "A,38 Series,", 0.75 gal/sq plus walnut shells at 0;75 Ibs per 46 Deck: NC Incline: 3/4 Foam: Spray application of 2-in. thick "Polyfoam 273" (2.7 lb/ft3 ) Surfacing: Spray application of 28 to 34-mils "U-8730" (a/uminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of 2-in. thick "Polyfoam 273" (2.7 lb/ft.3 Surfacing: Spray application of 28 to 34-mils "U-8782" (ivory) GAF MATERIALS CORP. 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum -board or 1/4 in. thick (min) G-1). Gypsum DensDeck® may be used in any existing noncombtistible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment bard. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsujn DensDeck® in hot asphalt. applicable Classification. 'EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER- GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- Insulation". rene reference in any of the following Class.ficatons include "ENERGuard EPS Insu- lation", References to glass fiber insulation include "EnergyGuard Fibergla.ss Insu- . ASPHALT fp:r SYSTEMS WITH I-10T ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or "GATGLAS #80 ULTIMA" ) is a suitable alternate for Type Gi asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6") in the Crass A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached ,granule side down. As an option Type G2 asphalt, glass mat base sheet ("GAFGLAS #75 Base Sheet", "GAFGLAS #80 ULTWIA ' or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)» may be substituted for GI asphalt lass fiber ply sheet following systems. ("GAPGLAS Ply 4" or "GAFGLAS Ply 6") as the nailed base ply ,in the Bottom ply or base sheet may be solid mopped, spot mopped fastened. d or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- Class A, B or C systems listed below. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the When "perlite" is referenced, this includes "GAFTEMP PERMALTIn" or any other UL Classified perlite insulation. B or C systems listed. Crushed stone or slag are suitable alternates tor gravel in any of the Class A, Structural cement fil)eiliArl units are considered suitable to be included as a deck in the following Class A, 13 or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C-15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin ipaper (perlite/rosin paper/polystyrene/perlite) is a systems. suitable alternate for socyanurate board in the following Class A B or C "BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion m any of the following Classifications. Trumbull "Perm a Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". systems. GAFGLAS #80 Prerniuin Base Sheet may be used in any of the following "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6". LOOK FOR THE UL R1306 icsab DIMECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)—Continued "GAFTEMP Permalite Recur Board" may be used in lieir'n insulation in any of the following NCElassifications. Unless otherwise indicated, any of the "Asphalt Felt Systei Roofing Asphalt" may be surfaced with "Fheshield MB" at 2.54i4 Class A, and, C Hot roofing asphalt, for use with organic and glass felts or In membranes. "Ruberoid Heat Weld" SBS roofing membrane may be "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C-15/32 5. Deck C-15/32 4. Dedc: NC 3. Deck: NC 2. Deck: C-15/32 mat system. Ply Sheet: Any UL Classified gravel surfaced CLISs itASP Insulation: One or two layers "Isotherm R", 4 in. mak; Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". Cap Sheet One layer GLAS Ply 6". Ply Sheet 'Avo or more layers TYpe GI "GAFG urethane composite, wood fiber/isocyanurate compositeiV fiber, isocyanurate, urethane, perlite/itocyanurate com Insulation (Optional): One ormore layers perfite w Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". Cap Sheet: One layer Type G3 "GAFGLAS Mineral = "GAFGLAS Ply 6". Ply Sheet: Three or more layers Type GI "GAFGL41" thickness. urethane composite, wood fiber/isogyanurate composite, fiber, isocyanurate, urethane, perlite/isocyanttrate corn Insulation (Optional): One or more layers perlite, w Surfacing: Gravel. "GAFGLAS Ply 6", hot mopped. Ply Sheet Three or more layers Type G1 "GAFG thickness. urethane composite, wood fiber/isocyanurate composi fiber, isocyanurate, urethane, perlite/isocyanurate co" Insulation (Optional):TypOne eGo3r„mworeGinlua)crisinersivlinep; perhte, tv} Incline: 2 Incline: 1/2 Incline: 2 • cr Incline: 1 ` Slip Sheet (Optional): Red rosin paper, nailed to deck.1„, Base Sheet One layer Type G2 "GAFGLAS it75 Base 6/h Class A nailed). Ply 6". Ply Sheet One or awe layers 'Type G1 "GAFGEAS ply 4PP0 Cap Sheet: One layer Type G3 "GAFGLAS Mb Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 6. Deck: NC Incliz' ie: 3 Base Sheet One layer Type G2 "GAFGLAS4i75 BthseS ' GLAS Ply 6". Ply Sheet One or more layers Type G1 "GAFGLAS Ply Cap Sheet One layer Type G3 "GAFGLAS Minera ' Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 7. Deck: C-15/32 Incline: 2 Insulation: One or more layers pert*, eon fiber, thane, perlite/isocyante cginposit4 Or,liteNuethatieso nolic, 1.0 in. min (offset fiettioplywooilisligt„ ; "I Base Sheet: One or ?nore Ayers Type GI, G9 or G3. Membrane: One or torejaytrs "Rubefoict Torch" (Srelioo "Ruberoid Torch Plu.sk.(greatille), "Ruberoiti Mop" (Smooth? or "Ruberoid Mop Plate (gsrunile). • • • • • • • Cap Sheet: Type G3**%41GLAS Ittpri-41"Sinface4 ' , 8. Deck: C-15/32 "EnergyCap Mineral giirfaced Cap Sheet", lot rnoppet1„:i •••• ,___44 2 Insulation (OptionaUs:•19tie or more Layer! perlite, w • star...411ft 2 fiber, isocyanurate, useiher •Aperlite/isocranurate corap urethane composite, Itiogfibr/isocyascate compos thickness. Base Sheet Two or nagreglayers Type 0, 2r .G3. • 0, • • • Ply Sheet (Optional);• One Br more ItyersType Gl. Membrane: One or more layers "RubeiglIrch" (Smock "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Sem or "Ruberoid Mop Plus" (granule). r , MARK ON P #94 2007 ROOFING MATERIALS AND SYSTEMS DIKED ROOF COVERING MATERIALS (PVT) Roofing Systems (TGFU)— Continued 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber, glass fiber; isocyanurate; urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfacing. "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing. "Weathercote Low VOC" or "Weatliercote" - 2 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED BITUMEN) otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 m. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombus- tible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board or 1 /4 in. (min) G-P Gypsum DensDeck® are used directly over the deck with all joints staggered 6 in. (min) from plywood joints. A vapor barrior may be optionally installed under all systems utilizing " EVERGUARD" insulation. " EVERGUARD" insulation is an acceptable alternate in any polyisocyanurate insulation of the following systems, GAF - GLAS Perlite may be used as an option over EVERGUARD insulation. GAF - GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A. Ruberoid Torch Granule ", "Ruberoid Torch Granule Plus ", "Ruberoid Torch Granule 1 ", Ruberoid Torch 180. B. "Ruberoid Mop Smooth", "SBS HW Smooth", "Ruberoid 601 Cap Plus ", "Ruberoid 30" . C. "Ruberoid Mop Granule", "Ruberoid Mop Plus Granule ", "SBS HW Granule ", "SBS HW Plus ". D. Ruberoid Mop 170 FR (1 sq)', "Ruberoid Mop 170 FR (1/2 s )" E. Ruberoid Mop FR 2", Ruberoid 30 FR ", "Ruberoid SBS Heat Weld 170 PR" F. Ruberoid 20", "SBS I-IW (Heat Weld) 25 ". G. "Flame Free 180 FR ", "Ruberoid Torch FR ", "Brai Supreme Plus APP Granule FR ", "GBSP- 250FR» "Brai Supreme -APP Granule FR" . Unless otherwise indicated,,; the Modified Bitumen (Granule) membrane may be surfaced with "Fireshield MB" at 2.5 — 3.0 &al /sq, and the incline of the resultant system would be increased to a 3/4 in. incline. But"if the incline of the Classified system is greater than a 3/4 in. incline, the incline of the roofing system would be maintained when surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Unless otherwise indicated 'Ruberoid EnergyCap SBS 30FR" is an acceptable alternate for "Ruberoid 30 FR" or "Ruberoid Mop 170 FR" in any applicable Classification. 1. Deck NC Class A ' +;"Ballasted Insulation: One or two layers "Isotherm Incline: 2 R ", any thickness, loose laid or mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq. 2. Deck: C -15/32 Incline: 1/4 (NC-2) Insulation: Ferlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Membrane: "Ruberoid 1" bitumen). g Gravel 400 Ibs /sq, loose or concretblocks, at 10 lbs /sq and spaced not more than 1/8 in. 3. Deck: NC Incline: 3 Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1-1/2 in. Base Sheet (Optional): Type 15 asphalt organic felt or Type G2. Membrane: 'Ruberoid Torch Granule 1" (modified bitumen). Surfacing, Gravel. 4. Deck C -15/32 Incline: 1/4 ROOF_COVERING MATERIALS (TEV Roofing Systems (TGFU)- Continued Insulation (Optional): Perlite glass fiiber or.w... fiber, any Membrane: "Ruberoid Torch Granule' 1" (ni,`. ed bitumen).. Slip Sheet 0.004 in. polyethylene (not UL Classified). Surfacing, 3/4 in. thick concrete with onelayer of No. .10 S Quarry tile (or equivalent) grouted in place. 5. •Deck: NC Inclines ,2 Insulation (Optional): Perlite, glass fiber or wood fber,,arty Membrane: "Ruberoid Torch Granule 1" (modified ?bitturten). 'Y Surfacing 3 /41to 1 -1/2 in. diem river bottom'stone at 1000111),. concrete pavers weighing not less than 10 lb /sq ft and spaced natf than 1/8 in. 6. Deck: NC Incline. 3 Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickn loosely. Membrane " EverGuard SR" or " EverGuard FB ", 40100 mil loosely. Surfacing. River bottom stone (3/4 - 1 -1 /2 in. diam) at I000�UI* concrete roof pavers. 7. Deck: C -15/32 Incline: 1/2 Slip Sheet One or more layers Atlas Roofing "FR50 ", in fastened. M S c 8. De B mecham M on 1. De Ins fib urethane thi B M Rub or roo 2. De B Mein or Co 3. Deck Ins fiber Base "Ru Mo Coa Deck: Ins thane, noli Base Ply "Ru Surfs 5. Deck. embrane: "EverGuard TPO2 Plus ", 45 mil. urfacing: River bottom stone, (3/4 to 1 -1/2 iii. diam) at 100o oncrete roof pavers. ck: C-15/32 Incline: 1/2 ase Sheet: Two or more layers Type G2, " GAFGLAS B echanically fastened. embrane: " EverGuard TPO2 Plus ", 45 mil. urfacing: River bottom stone, (3/4 to 1-1/2 in. di Crete roof pavers. Class A - Fully Adhered' ck: NC Incline: 1/2 ulation (Optional): One or more layers perlite, woos( er, isocyanurate, urethane, perlite /isocyanurate compdsi ane composite, wood fiber /isocyanurat'e' composite- ckness. ase Sheet (Optional): One or more layers Type GI, G2'df embrane: One or more layers "Ruberoid Torch" (Smooth eroid' Torch Granule Plus ", "Ruberoid Mop" (Smooth' dr., "Ruberoid Mop Plus Granule" (granule). urfacing: Gravel, 400 lbs /sq, loose laid or applied fing asphalt. ck: NC Incline:1 /2 ase Sheet (Optional): One or more layers Type G1, G2 brane: One or more layers 'Ruberoid Torch' =+(Smooth or, Ruberoid Torch Granule Plus ", "Ruberoid Mop `":`(Siitotith, d "Ruberoid Mop Plus Granule ". ating: Karnak No. 97,1 -1/2 - 3 gal /sq. : NC Incline: 1/4 ulation (Optional): One or More layers perlite, wood'' , any thickness. Sheet (Optional): One or more layers Type G1 /02. Membrane: One or more layers "Ruberoid Torch" (Smooth Qt' beroid Torch Granule Plus ", "Ruberoid Mop ciaule"., p Plus Granule ". • • •+ g: Karnak No. 97,1- 1/.2•- '3�g4 /sq. • • • C- 15/32. • •: Incline 1112• • *.•, as ulation: One or more layers perlite, glass t ,.iscacy'i perlite /isocyanuratecoG`Sttesperlife /urethane c, 1-1/2 in. min thickness lo•ffs�t Jrom plyw j 6. Sheet One or, more<layers•Type. G2 or Q3. • s rf Sheet (Optional): One oi* &? ie yers Type e1' U: cane: One or more layeitiRilbgroid.Ta h ".1 uberoid Torch Granule Plus', iiluberoid =Mojr' o, Ruberoid Mop Plus Grantyle i . s • • sing. Karnak No. 97, 1= NC75 igd /sqa • Indine. 41 Base Sheet (Optional): One gi d,Lgrelayers Tylse'GP, Membrane One or more layers "Ruberoid Tor.ch'• (6ffi.. "Ruberoid Torch Granule Plus ". •,r,,„ .; Surfacing (Optional): Karnak `No. 97" or "169",' atfi Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 LOOK 'FOR THE°UL MARK ON PRODUCT 2007 ROOFING MATERIALS AND SYSTEMS °DIRECTORY COVERING MATERIALS (TEVT) g Systems (TGFU)— Continued oaanore layers perlite, glass fiber, 3/4 in. min, isocya- jalite /isocyanurate composite, perlite /urethane com- onal): One or more layers Type Gl, G2 or G3. orinore layers "Ruberoid Torch" (Smooth or Granule), Grannie Plus; 'Ruberoid Mop " (Smooth or Granule) =Iius Granule" dal. Incline: 1/2 ): One or more layers perlite, wood fiber, glass ` urethane, perlite /isocyanurate composite, perlite/ , wood fiber /isocyarturate composite. or more layers Type G2 or G3. ) One or more layers Type Gi. or more layers Ruberoid Torch" (Smooth or Granule), anule Plus ", "Ruberoid Mop" (Smooth or Granule) op Plus Granule ". No. 97, 1 -1/2 - 3 gal /sq or gravel. Incline: 1/2 orrmore layers perlite, glass fiber, 3/4 in. min, isocya- , +lite /isocyanurate composite, perlite /urethane com- tional): One or more layers Type Gl, G2 or G3. .eor more layers "Ruberoid Torch" (Smooth or Granule), eh Granule Plus ", `Ruberoid Mop" (Smooth or Granule) fop Plus Granule ". dy "AL MB Aluminum Roof Coating" at 1. -2 gal /sq. Incline: 1 /2 onal): One or more layers perlite, glass fiber, 3/4 in. ', %urethane, perlite /isocyanurate composite, perlite/ phenolic, 1 -1/2 in. min e'er more layers Type G2 "GAFGLAS #75 Base Sheet ", mechanically fastened in place. tier more layers Type G1 " GAFGLAS Ply 4 ", hot tiberoid Mop 170 FR ". 'onal): "GAF Fibered Aluminum Coating' at 1 -1/2 eather Coat Emulsion" at 3 gal /sq. Incline: 1/2 pnal): Perlite, fiber glass, isocyanurate, urethane or fie composite.: or Tore layers Type G2 or G3 base sheet, hot mopped tehed. al): One or more layers Type Gl, hot mopped in 25. D aTtberoiddMop 170 FR ". Incline: 1/2 lh : Per -liter fiber glass, 'isocyanurate, urethane or polite,. offset 6 in. from joints. or-more layers Type G-2 or G-3 base sheet, hot mapped astened. ): One or more layers Type G -1, hot mopped in layer "Ruberoid Torch Smooth" or " Ruberoid Mop elayer 'Ruberoid Mop 170 FR ". Incline:1 onal): Perlite, fiber glass, wood fiber, isocyanurate, /isoayanurate composite. r more layers Type G2 or G3 base sheet, hot mopped fastened. Ong): One or more layers Type Gl, hot mopped in .Layer "Ruberoid Mop 170 FR" Incline: 1/2 al): Perlite; fiber glass, wood- fiber, isocyanurate, /isocyanurate composite. oral): One or more layers Type G -2 or G-3 base sheet, $ aechanically fastened. M S 26. Deck M S Roofing Systems (TGFU)— Continued Ply Sheet (Optional): One or more layers Type G-1, hot mopped place. Membrane: One layer "Ruberoid Torch Smooth" (smooth), "Rub Mop Smooth". Membrane: One layer "Ruberoid Mop 170 FR" (granule). 19. Deck NC Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, isocya nurate, urethane or perlite /isocyanurate composite, any thickness. Base Sheet One or more plies Type G1 or G2, hot mopped or adher Karnak Chemical 'No. 81" or Gibson -Homan "No. 6160" c applied adhesive at 1 -1/2 gal /sq. Membrane: One layer "Ruberoid Mop,170. FR ",hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" co applied adhesive at 1 -1/2 gal /sq. 20. Deleted 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fib any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies Type G2 " GAFGLAS #75" base sheets hot mopped or mechanically fastened. Membrane: One or more plies "Ruberoid 30 FR" hot mopped in place 22. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite; or glas fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet One or more plies 'Ruberoid 20 ", hot mopped in place. Membrane: One or more plies "Ruberoid 30 FR ", hot mopped.in place 23. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet One or more layers Type G2, hot mopped or mechanically fastened. Ply Sheet Two or more layers Type Gl, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in place. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. 24. Deck: NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood fiber, 2 in. max. Base Sheet: Type 15 asphalt organic felt or Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing. Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. eck: C -15/32 Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. ase Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. embrane: "Ruberoid Torch Granule 1" (modified bitumen), urfacing: Karnak Chemical "Karnak No. 97 Flbrated Aluminum As ROOF COVERING' MATERIALS (TEVT) Roof Coating" at 1 to 2 gat /sq. • • • • • • NC IncliitisaV4: • • • embrane: 'Ruberoid Torch Granule 1" (modified bitumert • • • urfacing. Karnak Chemical "Karnak No. 97 );iibrated *kiueanum Asphalt Roof Coating" at 1 to 2 gal /sq. • • • 27. Dec k me B c Mein Si ea 28. D Ins ure Bas adhered fused Incline: 112 • Insulation (Optional): Perlite, wood fibe %or glass fiber, 1 � in. 'max, echanically fastened or adhered with hot tddfhg asphalt: • • • • ase Sheet: Type G2 or."Flex Basei 0" (modified bitumen, gZfiini- all y fastened or adhered with hot roofing aspkalt■ • • • • embrane: "Ruberoid Torch Granule 1 ",1 , rfacing: Monsey Products "Endure Al 1 11u n Roof •C�oa ' g" leather Check" or "Pro -Grade Aluminum oo Coating",.1.5 gei%s Deck Ins Incliy 'I j2 ; * • q ulation (Optional): Perlite, wood fiber, glass fiber or isQcgdr hfa e/ thane board, 2 in. max, mechanically fastened. •••• e Sheet Type G2` (modified bitumen), mechanically fastened or with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen), heat LOOK FOR THE `UL MARK ON PRODUCT 195 in "Rube red co Id • fibe s • c-ACZYM111 AUG 2 0 2009 Jib • • • • • • • • SUBJECT TO COMPLIANCE VV1TH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS