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RF-09-102Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 2)0 u s H Phon Owner's Address 3 dl/•f' c? city/710 'm' £I -Loaf State - .1 13f lEgMEVII la JAN 2 1 2009 BY l- ' Permit No. OCI _ l Og Master Permit No. Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 3 3 I ' FOLIO / PARCEL # Is Building Historically Designated YES NO Mvanced nn Contractor's Company Name 4lJ ,® eo t 1) Phone # S b d CI el- Contractor's Address Sit t 8 $ire? " P(t..G ' City M )4041/1 , �w State G. Zip '' )1'M Qualifier Name 1 '4 161-1. Cas A'' /r+.. Phone # 4.6 (14- •tZ y 't til 9 State Certificate or Registration No. C 4 G b6 ("rn Certificate of Competency No. Arcluiect/Engineer's Name (if applicable) Phone # 3 5 7-s---V45-6 Zip .g 3/ .1r Phone # A-/ 13 ?1 I .2,1 Value of Work For this Permit $ Square / Linear Footage Of Work: 6 Type of Work: ['Addition ❑Alteration ['New Describe Work: ❑ Repair/Replace 0 Demolition • ,L:r : - Submittal Fee $ a0 •00 Permit Fee $ ©�"" CCF $ p! "i Ct�%G'C°! - Notary $ Training/Education Fee $ Scat Ming $ q' Radon $ DPBR $ Bond '$ Code Enforcement $ Structural Review. $ * * * * * * * * * * * ** 4: * * * * ** * * *:x**:x*** * *Fees:x: *** ** * *** * *** *** * **** * * * * * * * * * * * * * * * * * * ** Technology Fee $ .2S Zoning $ Double Fee $ Total Fee Now Due $ al 15 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 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 approved and '- °einspection fee will be charged. Signature i ' , Signature r �F Owner or Agent Contractor The foregoing instrument was acknowledged before me this a `3 The foregoing instrument was acknowledged before me this day of ji") .' , 20 0/ by , day of ` , 200r , by , who is personally known to me or who has produced 1).. who is personally known to me or who has produced ft _ i b 5-° 16 a ° 5-3 " 314-Ai' identification and who did take an oath. 6 as identification and who did take an oath. NOTARY PUBLIC: NOTARY P Sign: Print: My Commi ********* * * * * * * * * * * * * * * * *** * *:x******* :*** ****: x: x***: x****** *************a:**** ** ** : * ***** **************** * ** ** APPLICATION APPROVED BY: (Revised 07/10/07) ! Plans Examiner Engineer Zoning INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305) 6-8972 INSPECTION REQUESTS: (305)795-2204 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30:,M FOR THE FOLLOWING BUSINESS DAY. Parcel #:1132050230180 POST ON SITE Pennit NO. FIF -1 -09-102 Issue Date: 2/512009 Exphin: 08/04/2009 Roof Owner's Name: DOUGLAS LIVERNOIS Job Address: 1391 102 Street Miami Shores_FL Bond Number: ll'aMeagnaF.S.1,WM4. „ ,ZITEWX-C41:::„„ • Pi Contractor(s) Phone ADVANCED CONSTRUCTION SERV 305/2' 1-75O1 Yes Primary Contractor Final Roof Renailing Affidavit Roof in Progress Inspection Scht-luiing %oode I'llMfteRtgigg'igtql5'tt„ Owners Phone: Total Square Feet: Total Job Valuation: 432 $ 4,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON 'SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. Roof Review 0 PRODUCT APPROVALS O OWNER'S NOTIFICATION 0 HV11Z ROOF APPLICATION O ROOF MITIGATION FORMS Tin Cap 0 TIN CAP SPACEING NO INSPECTION WILL BE MADE UNLESS THE PERI IT CAkD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO EMiURE 'NAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE ; DR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR 'FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT ;N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOE SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINAt,;!CING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CONINL71C.NG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 08/0412009 Applicant 1391 102 Street 1132050230180 Miami Shores, FL Block: Lot: Owner Information DOUGLAS LIVERNOIS Address Phone 1391 NE 102 ST MIAMI SHORES FL 33138 -2619 Contractor(s) Phone CeII Phone ADVANCED CONSTRUCTION SERVIC 305/244 -7501 (786)306 -8183 DOUGLAS LIVERNOIS CeII Valuation: $ 4,000.00 Total Sq Feet: 432 Type of Work: Re Roof Additional Info: FLAT ROOF Classification: Residential , Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Reversal Fee Technology Fee Total: Amount $2.40 $0.80 $250.00 $9.00 ($50.00) $6.25 $218.45 Invoice # Total Amt Paid Amt Due RF -2 -09 -33839 $ 218.45 $ 218.45 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. February 12, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date February 12, 2009 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO9',1 TAX FOLIO NO. 1 1— o/9d STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111 111111111111111111 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. cF= N 20 o09R01041 19 OR Bl< 26750 Ps 4266; C1) RECORC'E0 0211 12009 14g38:11 HARVEY RLIVIH► CLERK OF COURT MIAMI -DACE COUHTYp FLORIDA LAST PAGE 1. Legal descriptiop of property and street/address: / 3 9/ k8 Ire • 3313 2. Description of improvement: 3. Owner(s) name and address: / 0 9) vE 10 a IAA Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 9/ 6 �� • /r),, , ° 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: wl 7. Persons within the state of Florida designated by Owner upon w pm n, ' _ 0 ,r er ddocu ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different at specified Signature of Owner j Print Owner's Name .1)0(,.? �?'/ a S Sworn to and subscribed befor J/d6PrMQ/7 Prepared b 0■4 la S Li be( fro, a of fl../t-A-A--1/43 , 20 a 5 Address: Notary Public�]lI);'.�?4." Print Notary's Name y�l�t'''� My commission expires: 123.01 -52 PAGE 4 5/07 ADVANCED CONSTRUCTION SERVICES GROUP INC CGC 001773 5910 SW 93 PLACE, MIAMI FL. (305) 274 -8324 MIAMI SHORES BUILDING AND ZONING DEPT MIAMI SHORE FL REF. DOUGLASS LIEI3ERMAN 1391 NE 102 ST MIAMI FL THE COST OF THE REQUIRED ROOF MITIGATION EXCEEEDS 15 % OF ME TOTAL COST OF THE REROOF OF I r : OVE REFERENCED ADRRESS. ADVANCED CONSTRUCTION SER HIRAM GONZALEZ CGC 001773 PRESIDENT & QUALIFIER AN* 0.4,. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /--6Q7 Job Name Date Vc7,- j STRUCTURAL CRITIQUE SHEET 0072.€ e e eirc«i ra3 pd d . evet,, el w111 de j` a atibe, 74444 ' /miff .f�ita �r rr it !J �AJAN 2 1XOS BY: .... ....... High Velocity Hurricane Zone Uniform Roofing Permit Application Form Master, efmit No. Section A (General Information) Process No. Contractor's N @me:. ss.lob Address: Roof Category ow Slope Mechanically Fastened Tile - _'Morter /Adhesive Sel Tile — Asphaltic Sfingles .._.Metal Panel /Shingles • -=Wood Shingles/Shakes —Prescriptive BUR•RAS 150 ,„ether: , 1• Roof Type — New how .Ate- Roofing _Recovering _._, Repair ., , Maintenance Are there Gas .Vent Stacks located on the roof? `Yes If yes, what type? �,:._� Natural _LPGX Roof.System Information Ldw slope roof area (ft.iy; a Z0 Steep Sloped area (ft.') Total (fl.') 4 T ' Section 13 (Roof Plan ) Sketch Rear Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of 'sections and levels, clearly Identify dimensions of elevated pressure zoned and location of parapets. Perimeter W dth Corner Size (a' x a'): hhh iitiYiili� . r _ — om• ■P; il\1Vgf �� 111 NM A PERMIT `. Miami Shores Village APPROVED DATE ZONING DEPT SUBJECT TO COMPLIANCE ! iiTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: Fill in specific roof assembly components and identify manufacturer (If a component is not used, Identify as "NA ") System Manufacturer f Product Approval No.Q: 0J. OS" Design Wind Pressures, From /rite) or Calculations: Pmax1:. Z Pmax2: (r G• W Pmax3: [Pi .3 Max. Design Pressure, froq:_ti speQac Product Approval system: J L- ,3 Deck: Type: per{ `��1'j0 0D Gauge/Thickness: S' Slope: �� Z Fastener Spacing for Anchor/Base Sheet Attachment: Field: 1 " oc Lap, # Rows . i @ " oc Perimeter: 6 " oc c Lap, # �o Rows el 1 @ " oc Corner: { " oc @ Lap, # Rows 70 ® oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Anchor/Base Sheet & No; of Piy(s): � A� p¢o se if She Fajz riond m teril „Lei. Insulation Base Layer: Pivoj. Base Insulation Size and thickness: Base Insulation Fastener/Bonding Material... Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of PIy(s): Ply Sheet as Fastener/10411g Material: Top Ply: i14,4 6� • j Top Piyirsiteo=png Material: FLORIDA BUILDING CODE — BUILDING A-19 5007 2-- X2(h941v. vp e z3 Y7p 91 Parapet eight FT /0 Mean Roof Height 15.33 MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 1 of 21 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. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above 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 #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAF I H E) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are egnzlly 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-Tee (GAFTITE) 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 Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsisq. Cap Sheet: (Optional) One ply of GAFGLAS® 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. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs./sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20 %; plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 Membrane Type: Deck Type 1: Deck Description: System Type E (2): Anchor sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: Maximum Slope: BUR Wood, Non - insulated 19/32' or greater plywood or wood plank Tile Underlayment, Base Sheet mechanically attached. GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 or Tile -Mate Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90 °) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPlyTM 6 sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. One ply RUBEROID 0 MOP, RUBEROID® MOP PLUS or Tile -Mate Cap membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 20 of 21 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 1 /a" Dens Deck or Yi 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 maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -4S psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 21 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as . mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or 1/2 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 c Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall Product Control Approval guidelines. All other layers shall be adh approved asphalt applied within the EVT range and at a rate of 20 attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attac asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required o foam insulations when the base sheet is fully mopped. If no rec shall be applied using spot mopping with approved asphalt, 12" mopped 8" ribbons in three rows, one at each sidelap and one do a continuous area of ventilation. Encircling of the strips is not placed every 12' in each ribbon to allow cross ventilation. Asphal be at a minimum rate of 12 lbs. /sq. Note: Spot attached syste design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum 275 lbf., as tested in compliance with Testing Application Stand as field - tested, are below 275 lbf. insulation attachment shall not 6. Fastener spacing for mechanical attachment of anchor/base sheet on a minimum fastener resistance value in conjunction with the a specific system. Should the fastener resistance be less than that r Building Official, a revised fastener spacing, prepared, signed and Engineer, Architect, or Registered Roof Consultant may be submi shall utilize the withdrawal resistance value taken from Testing Ap calculations in compliance with Roofing Application Standard RA 7. Perimeter and corner areas shall comply with the enhanced up areas. Fastener densities shall be increased for both insulatio compliance with Roofing Application Standard RAS 117. (Wh referred within this NOA, General Limitation #9 will not be ap 8. All attachment and sizing of perimeter nailers, metal profile, and/ shall conform with Roofing Application Standard RAS 111 and a 9. The maximum designed pressure limitation listed shall be applicab field, perimeters, and corners). Neither rational analysis, nor extra enhanced fastening at enhanced pressure zones (i.e. perimeters, ex (When this limitation is specifically referred within this NOA, be applicable.) 10. All products listed herein shall have a quality assurance audit in ac Building Code and Rule 9B -72 of the Florida Administrative Code END OF THIS ACCEPTANCE ent Approved Roofing Materials attached in compliance with red in a full mopping of lbs. /sq., or mechanically nt. When applied in approved all applications over closed cell ery board is used the base sheet ameter circles, 24" o.c.; or strip the center of the sheet allowing acceptable. A 6" break shall be application of either system shall shall be limited to a maximum aracteristic Force (F) value of TAS 105. If the fastener value, acceptable. membrane attachment is based mum design value listed within uired, as determined by the aled by a Florida Registered . Said revised fastener spacing lication Standards TAS 105 and 117. pressure requirements of these and base sheet as calculated in n this limitation is specifically licable.) flashing termination designs licable wind load requirements. e to all roof pressure zones (i.e. lation shall be permitted for nded corners and comers). neral Limitation #7 will not ordance with the Florida NOA No: 03-0501.05 Expiration Date: 11J04/ t , Approval Date:10/23 /03 Page 21 of 21 IF-ROM gULFEAgLE SOPPY INC 306 -gggg 61 <TUE)MAY 8 200$ 1S :44/ST. 16:42/No. 76o000o716 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIAL Roofing Systems (TGFU) —C Insulation: One or more layers perlite, glass nurate, urethane, perlite / isocyanurate compel posite, 1 -1/2 in. min. Base Sheet (Optional): One or more sayers Membrane: One or more layers "Ruberoid To "Ruberoid Torch Granule Plus ", "Ruberoid or "Ruberoid Mop Plus Granule ". Surfacing: Gravel. (TEVT) ntinued fiber, 3/4 in. min, isocya- e, perlite /urethane corn- pe 01, G2 or 03. c„i" (Smooth or Granule), p" (Smooth or Granule) 2 Incline Insulation (Optional) One or more layers fiber, isocyanurate, urethane, perlite /isocyan urethane composite, wood fiber / isocyanurate Base Sheet: Two or more layers Type G2 or Ply Sheet (Optional): One or more layers Ty Membrane: One or more layers "Ruberoid To "Ruberoid Torch Granule Plus ", "Ruberoid M or "Ruberoid Mop Plus Granule ". 8. Deck: NC 2 - _al /s Incline: Insulation: One or more layers perlite, glass nurate, urethane, perlite /isocyanurate compost posite, 1-1/2 in. min. • Base Sheet (Optional): One or more layers T Membrane: One or more layers "Ruberoid Tor "Ruberoid Torch Granule Plus ", "Ruberoid M or "Ruberoid Mop Plus Granule ". Surfacing: Grundy "AL MB Aluminum Roof 9. Deck: C -15/32 Incline: Insulation (Optional): One or more layers p min, isocyanurate, urethane, perlite /isocyanu urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers Type G2 "GA hot mopped or mechanically fastened in place. Ply Sheet: One-or more layers Type 01 "GAFG in place. .. Membrane: "Ruberoid Mop 170 FR ". Surfacing (Optional): "GAF Fibered Alumi gal /sq or "GAF Weather Coat Emulsion" a t 3 g 1 /sq. 10. Deleted 11. Deleted 12. Deleted 13. Deleted 14. Deleted 15, Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: One or 'more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 01, hot mopped in place. Membrane: "Ruberoid Mop1 70 FR ". 16. Deck: C -15/32 Incline: 1 /2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite, offset 6 in. from joints. Base Sheet; One or more layers Type G -2 or G -3 ase sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G•1, hot mopped in place. Membrane: Qne layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth ". Membrane: One layer "Ruberoid Mop 170 FR ". 17, Deck: NC Incline: 1. Insulation (Optional); Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite / isocyanurate composite. Base Sheet: One or more lavers Type G2 or G3 base sheet, hot mopped or mechanically fastened, Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: One layer "Ruberoid Mop 170 FR''• 8. Deck: NC Incline: 1/2 Insulation (Optional):. Perlite, fiber glass. wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet (Optional): One or more lavers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. ..,t., • 1/2 erlite, wood fiber, glass ate composite, perlite/ omposi te. 3. Gl. " (Smooth or Granule), p" (Smooth or Granule) 2 er, 3/4 M. min, isocya- e, perlite /urethane com- pe Gl, G2 or 03. h" (Smooth or Granule), p" (Smooth or Granule) oating" at 1 =2 gal /sq. /2 lite, glass fiber, 3/4 in. ate composite, perlite/ GLAS #75 Base Sheet ", AS Ply 4 ", hot mopped Coating" at 1 -1/2 ROOF :COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Ply Sheet (Optional): One or more layers Type G -1, hot mopped in place. Membrane: One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: One layer "Ruberoid Mop 170'R" (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 01 or G2, hot mopped or adhered with Karnak Chemical • "No. 81" or Gibson -Homan "No. 6160" cold 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" cold 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 fiber 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: 7/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass 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. . 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. 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 Deck: C -15/32 Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), I in. each. Base Sheet 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" at 1 to 2 gal /sq. Deck: NC Incline: 1/4 Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Re of Coating" at 1 to 2 gal/sq. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechani- cally fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1 ", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating", 1.5 gal /sq. Deck: NC Incline: 1 /2 Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. Base Sheet. Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified hitumen), heat fused. 1 195 23 24. 25. 26• 27 29. Owner's Notification Form "Delivering Excellence Every yep 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 roofmg permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). gal3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewer from below. The owner may wish to maintain the architectural appearance, therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may ause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofmg system is removed. Ponding conditions should be corrected. FM6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature: Contractor's Signature: Property Address: Date: / Permit Number: file:// /q/Documents %20and %20Settings/ sky /Desktop /SECTION_1524[1].htm9 /27/2007 5:46:06 AM �t