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RF-08-1731Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/04/2008 Inspector: Rodriguez, Jorge Owner: CAPRI, JOHN Job Address: 375 99 Street NE Miami Shores, FL 33138 -2436 Project: <NONE> Ii®v 0 5 Contractor: SEGARRA ROOFING INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060135530 Lot: Building Department Comments Monday, November 3, 2008 Page 2 of 2 . Passed Inspector Comments )® /04/0l' • Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, November 3, 2008 Page 2 of 2 Miami 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): Buildin Owner's Name (Fee Simple Titleholder) epOZ®C XeMehe Phone # Owner's Address Ge 2 f COCIC City State Zip 3 3330 Tenant/Lessee Name Phone # Permit No. 9 —08-/73/ Master Permit No. B9IJ Job Address (where the work is being done) 57g City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # it '3 20 6 ® 0/3 -5:5-30 Is Building Historically Designated YES NO 5E GA -e RtVF/'G Ale— Phone # Contractor's Company Name '/ 20 ) Contractor's Address 571 3 3 6 7 4.4_J 751/ f State Certificate or Registration No. Rd k 0 2-1-333 Certificate of Competency No. 0000 14 5-07 City State Zip Qualifier Name MA AWE- C,re Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ &ND Square / Linear Footage Of Work: .55-0 Type of Work: ['Addition ['Alteration [.New ❑ Repair/Replace ❑ Demolition Describe Work: ********* * * * * * * * * * * * * * * * * * ** ** * * *** ** * *F 0: x ** *** ***** * * * * * * * * * * * * ** x********* ***:x � 4. Kip M Submittal Fee $ Permit Fee $ I`'C CF $ 3-D0 CO /CC Notary $ - Training/Education Fee $ 1N ®20 Technology Fee $ CQ' 25 Scanning $1.1L'W Radon $ Zoning $ Bond $ Code Enforcement $ $' Structural Review. $ _ _ �; 1 MM 11 % Total Fee Now Due $ (.96) •AS 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 CONDmONERS, 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." rmit with an Pctimntod irnlwo vrrnpdinp2SQQ tlw applicant must WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY MORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. (hob tit, ciPot os Signature downer and/or Condo President Date d/ No to •' d/or Condo President Date My Commission xpires: NOTARY PUBLIC -STATE OF FLORIDA Consuelo Segarra Commission # DD536061 Expires: APR. 03, 2010 Hondo Thru Atlantic Bondina co., Inc. APPLICATION APPROVED BY: (Revised 07/10/07) ae Pps SALVATORE JOHN FEDERICO 1, r MY COMMISSION 0, DD46y6773 (407).53,9.01,:o 1a P!, °m:V vew:ae.corn Plans Examiner Engineer Zoning U) C — z ' D Q 00 cAi c 8 a ROOF ASSEMBLIES AND ROOFTOP STRUCTURES CO v ❑ N 0 z z 0 D m -u A 4 +i 9s f , 22 Florida Building Code dition 2004 High-Velocity Hurricane Zone Uniform =rmit Application Form. Stops Section A (General 1 • !Illation) Process No. Itict a 1f en ❑ Mechanically Faste ed Tile ❑ Mortar/Adhesh►e Set Tile • haitic ❑ -Metal PanelShing Ingies ❑ Prescriptive BU - B150 ROOF TYPE eroofing ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped oof (SF) Ai Section (oot Ian) ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Sketch Roof Plan: Illustrate all levels and sections, roof drains, scu . pers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensl ns of elevated pressure zones and location of parapets. IdIVIIME21111111WM111111111EXITIMMIL 111110 i111111M1A !!lr ITAI PP;<TR %' 11111 - P %\Vli'rE 211LAINI RII tie1/1211111311 11111111111111111111111111k0 III �,! ivai nun me is �. wl.1 0 44=11 ammummumnommammaimma miusrms--- Mad 05 OG 12:55p Unlimited Roofing Svcs (305) 418 -8395 p.l 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 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. ak -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). COL' 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. 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. b° 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause 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 roofing system is removed. Ponding conditions should be corrected. C�1•�6. 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 roo.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. 1dv 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. (A,47617fr Owner's/Agent's Signature /` / Date Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not u d, identify as "NA ") System Manufacturer. r NOA No.: 0501 - Design Wind Pressures, From RAS 128 or Calculations: Pmax1: "1 �° &' Pmax2: x P„:17rl° Max. Design Pressure, frog thpecific NOA System: Deck: Type: WWI Gauge/Thickness: f Slope: eyt Anchor /Base Sheet & No. of PIy(s) ase SP-- ' Insulation Base Layer. Base Insulation Size and Thickness: /11(4" kness: 1.n Ba e Insulation Fa Fastener Spacing for Anchor/Base Sheet Attachment Field: CI " oc @ Lap, # Rows 2 © 1 ° oc Perimeter. " oc @ Lap, # Rows If @ (e" oc Comer: (g " oc @ Lap, # Rows 11 @ tfi oc Number s ene -r Insulation Board Field 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation F taper /Bonding Material: Base Sheet(s) & No. of Piy(s):. Base Sheet Fastene clipgliatenal PIy Sheet(s) & No. of Piy's): Ply eet Fa tener Top PIy:. Parapet Height Mean Roof Height Top F t ner/B WI v d fkyai I1)"� y Z Surfacing: iti►iR MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH1). MIAMI-DADE COUMY METRO -DADE FLAMER 140 WEST FLAGLER STREET, • MIAMI, FLORIDA (305) 375 -2901 FAX This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the have this product or material tested for quality assurance purposes. If this product or material fails to the accepted manner, the manufacturer will incur the - expense of such testing and the MU may revoke, modify, or suspend the use of such product or material within their jurisdiction. -BORA reserves to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this material fails to meet the requirements of the applicable building came. 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 than 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:11AMM Approval Date103 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Tvae: Maximum Desdaa Pressure Fire Clacabion: Roofing BUR Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Rmulaion (MatrixTm Fibered 3051Rmulsion) GAF Premium Fibered Aluminum Roof Coating. MatiixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Dhnensions 5, 55 gallons 60 lb. bags 5 gallons Test Aneclfieatiol ASTM D 41 ASTM D 1863 ASTM 1227 Product Descrlution Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement. ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA=No: 03-05.1.04 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 2 of 21 APPROVED ASSEMBLIES Deck Type 11: 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 (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only platic plate only (Table 3) Density/ft2 =P) ACFoam L ENRGY 2, GAFTEMP® Isotherm lt, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard, BMCA EnergyGuard Composite, EverGuard ISO, ISORoc, EnergyGuard RA, EnergyGuard RA Composite Minimum 1" thick N/A N/A BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard Minimum 1/2" thick N/A • N/A Perlite, GAFTEMP® Permalite®, Permalite Tapered, Faroe Minimum 34" thick Fiberglas (Min. 15/16" thick) N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in fall mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 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 laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 Uhlman( 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 as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 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" oc. at the lap staggered and in two rows 12" o:c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 10 of 21 GAFGLAS® Ply 4®, GAFGLAS Flex P1yrm 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFTITE) #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 pal, See General Limitation #7) GAFGLAS Flex P1y'rM 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 #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFTITE) #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 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 -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 Anchor 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 psi; See General lamita on #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima' Ultra Base Sheet, GAFGLAS STRATAVENT® Eliminator Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID SBS Heat Weld Smooth or RUBEROID SBS Heat Weld directly over the top layer of insulation. Adhere with any approvad mopping asphalt applied within the EVT range and at a rate of 20-40 lbslsq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6 sheet, #80 Ultima, RUBEROID M p Smooth or RUBEROID 20 adhered in a hill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbslsq 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 galJsq. 2. Asphalt flood coat at an application rate of 60lbs.sq. t 20%; plus gravel or slag with an application rate of 400 lbs sq. & 300 Ibsfsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Phis (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 11 of 21 WOOD DECK SYSTEM LB/MATIONS: 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 Va" 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 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 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhances 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 Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended . corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No 03-05111.0r Expiration Date: 11/01/08 Approval Date:10/23/03 Page 21 of 21 TGFU.R1306 Roofing Systems Page 3 of 55 Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet °. 4. Deck: NC Incline: 1/2 Insulation: — One of two layers "Isotherm R ", any thickness, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or °Tri -PIy #75 Base Sheet" (may be nailed). Ply Sheet — One or more plies Type Gi " GAFGLAS Ply 4° or "Tri -Ply Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet° or "Tri -Ply Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet° or °Tri -Ply #75 Base Sheet". Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or " GAFGLAS PIy 6 °. Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet° or °Tri -Ply Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, phenolic, 1.0 In. min (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type Gi or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus° or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid Mop Pius Granule" or "RoofMatch SBS Modified Granular" or "Tri -PIy SBS Modified Bitumen Membrane" or "RoofMatch APP Modified Granular" or "Tri -PIy TP-4G° or "Tri -PIy TP -4 °. Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet° or °Tri -PIy Mineral Surfaced Cap Sheet" hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type Gi. Membrane: One or more plies "Ruberold Torch Smooth° or "Ruberold Torch Granule° or °Ruberoid Torch Granule Plus" or "Ruberold Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule" or "RoofMatch SBS Modified Granular" or °Tri -PIy SBS Modified Bitumen Membrane" or "RoofMatch APP Modified Granular" or 'Tri -Ply TP -4G° or "Tri -PIy TP -4 ". Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri -PIy Mineral Surfaced Cap Sheet" hot mopped. 9. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polylsocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLASS #75 Base Sheet° or "Tri -PIy #75 Base Sheet °. Ply Sheet: — One or more plies Type Gi " GAFGLAS Ply 4" or °Tri -PIy Ply 4° or ° GAFGLAS PIy 6 °. Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet° hot mopped. Surfacing: — "Fireshield MB° applied at 21/2 to 3.0 -gal. /100 -ft2. 10. Deck: C -15/32 Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite / polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 " GAFGLAS Ply 4° or "Tri -PIy PIy 4° or " GAFGLAS PIy 6 °. Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet ". 11. Deck: NC Incline: 1 http:// database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name= TGF... 9/23/2008 )'°a lm cc17D amyl — �I�e LNOTICE OF MMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION P E R M I T NO. TAX FOLIO NO. // 3 OG STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: 2. Description of improvement: 111111111111111111111 1111111111 CF 2008R0 79939 OR Bk 26590 Ps 2444; (fps RECORDED 0 i9/3i/2008 15 :21 :23 HARVEY RUVIHP CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE MCICEVECTI SEP 3 0 2008 I s <37i ''°o 3. Owner (s) name and address: e-A.YT) i Interest in property: Name and address of fee simple titleholder. NIA e °P,." d / 4. Contractor's name and address: tes cs I-°t N ✓-!ALi tx NT s DADE 5. Surety: (Payment bond required by owner from contractor, if any.jHEREBY CERTIFY that this is a true copt otthe original filed in this .ffice o r day of Name and address: Amount of bond: $ 6. Lender's name and attire and arr4 Ofhcial,eat. IN, CLEF_C,..ef Circuit and County Courts D.C. 7. Persons within the State of Fl designated designated by Owner upon whom , s ti : or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: N Name and address: 8.In addition to himself, O r ignates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: 0 lic Name and address: 0 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) Signature of Owner Print Owner's Name 1.. :eD Sworn to and subscribe e : e , ' this 4— day of LsE x 20 cal_ Notary Public Print No NOTARY P LIC -STATE OF FLORIDA My Commission Expires: Consuelo Segarra ummission # DD536061 Expires: APR. 03, 2010 Bonded Tluu Atlantic Bonding Co., tnc. Prepared by: CJ A/cc' w F> (c.) Ste' a R t2cq Address: 7 / et f�fIG ke.vPd! FL. 3 6 / SL --fi; 57 Form 104