2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings
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1 SECTON 1525 UNFORM PERMT APPLCATON Forida Buiding Code 6th Edition (2017) NSTRUCTON PAGE COMPLETE THE NECESSARY SECTONS OF THE UNFORM ROOFNG PERMT APPLCATON FOAM AND ATTACH THE REQURED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Appcaton Form Attachments Required See List Beow Low Sope Appication A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphatic Shinges A,B,D 1,2,4,5,6, 7 Concrete or Cay Tie A,B,D,E 1,2,3,4,5,6,7 Meta Roofs A,B,D 1,2,3,4,5,6,7 Wood Shinges and Shakes A,B,D 1,2,4,5,6,7 Other As Appicabe 1,2,3,4,5,6,7 1 Fire Directory Listing Page 2 From Product Approva: Front Page Specific System Description Specific System Limitations Genera Limitations Appicabe Detai Drawings ATTACHMENTS REQURED: 3 Design Cacuations per Chapter 16, or if appicabe, RAS 127 or RAS Other Component of Produc Approva 5 Municipa Permit Appication 6 Owners Notification for Roofing Considerations (Aeroofing Ony) 7 Any Required Roof Testing/Cacuation Documentation
2 Forida Buiding Code 6th Edition (2017) Section A (Genera nformation) Master Permit No Process No----- Contractor's Name Job Address D LowSope D Asphatic Shinges D New roof D Repair Low Sope Roof Area (SF) ROOF CATEGORY D Mechanicay Fastened Tie O Mortar/Adhesive Set Ties D Meta Pane/Shinges D Wood Shinges/Shakes D Prescriptive BUR-RAS 150 ROOF TYPE D Maintenance D Reroofing D Recovering ROOF SYSTEM NFORMATON Steep Soped Roof AREA (SSF)_ Tota (SF) Section B (Roof Pan) Sketch Roof Pan: ustrate a eves and sections, roof drains, scuppers, overfow scuppers and overfow drains ncude dimensions of sections and eves, ceary identify dimensions of eevated pressure zones and ocation of parapets 1-rti ' - [ ' j -H-- 1 ' -- t! - ' r!! j! ' j j i '! J i! -r- ' ' - - # ' i H-+- j! i!! j j J i i t ' _! t
3 Forida Buiding Code &th Edition (2017) Section C (Low Sope Appication) Fi in specific roof assemby components and identify manufacturer (f a component is not used, identify as NA") System Manufacturer: Product Approva No: Design Wind Pressures, From RAS 128 or Cacuations: P1: P2: P3: Max Design Pressure, from the specific product approva system: Deck: Type: Gauge/Thickness: Sope: Anchor/Base Sheet & No of Py(s): Anchor/Base Sheet Fastener/Bonding Materia: nsuation Base Layer: Base insuation Size and Thickness: Base nsuation Fastener/Bonding Materia: Top nsuation Layer: Top nsuation Size and Thickness: Top nsuation Fastener/Bonding Materia: Base Sheet(s) & No of Py(s): Base Sheet Fastener/Bonding Materia: Py Sheet(s) & No of Py{s): Py Sheet Fastener/Bonding Materia: Top Py: Top Py Fastener/Bonding Materia: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Fied: Lap, # oc Perimeter: Lap, # Rows oc Corner: Lap, _ oc Number of Fasteners Per nsuation Board: Fied Perimeter_ Corner ustrate Components Noted and Detais as Appicabe: Woodbocking, Gutter, Edge Termination, Stripping, Fashing, Continuous Ceat, Cant Strip, Base Fashing, Counterfashing, Coping, Etc ndicate: Mean Roof Height, Parapet Height, Height of Base Fashing, Component Materia, Materia Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Detais that Compy with RAS 111 and Chapter 16 r t 11 FT ' '1 --! Parapet Height FL--; Mean Roof Height
4 Section D (Steep Soped Roof System) Forida Buiding Code 6th Edition (2017) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, f Appicabe (From RAS 127 or Cacuations}: P1: P1: P1: Roof Sope: -====-=: 12, Deck Type: Type Underayment: L nsuation: _ Ridge Ventiation? :J r - Mean Roof Height: Fire Barrier: Fastener Type & Spa cing: _ ' Adhesive Type: , Type Cap Sheet: -- -, _ Type & Size Drip J Edge: Roof Covering: r- r,
5 Forida Bui/ding Code 6th Edition (2017) Section E {Tiie Cacuations) For Moment based tie s y stems, choose either Method 1 or 2 Compare the vaues for M, with the vaues from M, f the M 1 vaues are greater than or equa to the M, vaues, for each area of the roof, then the tie attachment method is acceptabe Method 1 "Moment Based Tiie Cacuations Per RAS 127" (P1: x 7 = _) - Mg: = M,1 Product Approva M, ---- (P2: x1 = ) - Mg: = M r2 Product Approva M 1 (P3: xi = ) - Mg: = M tj Product Approva M, ---- Method 2 "Simpified Tie Cacuations Per Tabe Beow" Required Moment of Resistance (M,) From Tabe Beow Product Approva M 1 Mean Roof Height Roof Sope M, required Moment Resistance 15' 20' 25' 30 ' 40 ' 2: : : : : : *Must be used in conjunction with a ist of moment based tie systems endorsed by the Broward County Board of Rues and Appeas For Upift based tie systems use Method 3 Compared the vaues for F' with the vaues for Fr f the F' vaues are greater than or equa to the Fr vaues, for each area of the roof, then the tie attachment method is acceptabe Method 3 "Upift Based Tiie Cacuations Per RAS 127" (P1: x L = x w: = ) -W: x cos 0 = F,1 Product Approva F' ---- (P2: x L = x w: = ) - W: x cos e = F r2 Product Approva F' --- (P3: x L = x w: = ) - W: x cos e = F 13 Product Approva F' Design Pressure Where to Obtain nformation Description Symbo Where to find P1 or P2 or P3 Mean Roof Height H Job Site Roof Sope e Job Site Aerodynamic Mutipier i Product Approva Restoring Moment due to Gravity M g Product Approva Attachment Resistance M, Product Approva Required Moment Resistance M g Cacuated Minimum Attachment Resistance F' Product Approva Required Upift Resistance F, Cacuated Average Tie Weight w Product Approva Tie Dimensions L = ength W = width Product Approva A cacuations must be submitted to the buiding officia at the time of permit appication RAS 127 Tabe 1 or by an engineering anaysis prepared by PE based on ASCE 7
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MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590
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MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590
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MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590
MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590
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MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590
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MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590
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MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590
MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590
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MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590
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MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590