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Home My WebLink AboutBLAKESLEE roof info �)T ILL] CGr ( `r ST. LUCIE �f'Ok_ . ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code-Building INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A,B,C 1,2SAS,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D 12,4.SA7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B, D 1,2,34A6.7 Wood Shingles and A,B, D 1A4A6,7 Shakes Other As Applicable 1A3,4A6.7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Ca lculation Documentation Form RooRnfoFeb21 Rev Feb 18,2021 ST. LUCIE :-;!ORKS Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—"oc @ Lap,#Rows_®_'00 (If a component is not used,identify as"NA") Zone 1—"oc @ Lap,#Rows_@_00 System Manufacturer: Zone 2_"oc @ Lap,#Rows_Q_a0 Zone 3—"oc @ Lap,#Rows_a_cooProduct Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1:_Zone 2:—Zone 3:_ Zone 1':_Zone 1:_Zone 2:_Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping,Etc.. Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type' Flashing,Component Material,Material'Thickness,Fastener Gauge Thickness: Type,Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT' Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Material: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: ST. LUCIE i;NORKS Section D (Steep Slope Roof System) Roofsystem Manufacturer: OWENS CONRING DURATION Notice of Acceptance Number: FL#10674.1 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1: -67 Zone 2e: -67 Zone 2n:-74Zone 2r._34_Zone 3e:-1 15Zone 3r: \FR OOD h PEEL&STICK-0WENS OWENS CORNING TRI-BUILT FL%31539.1 Rcof'Slope.: 12 ier: RlogeVerflalWlener Type&Spacing: &'FIELD IC"PERIMETER,eD RING SHANK NHILS Adhesive Type: Type Cap Sheet: Mean Roof HeRoof Covering: SHINGLES Type&Sim Drip Edge: ST. LUCIE WORKS Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mi.If the Mfvalues are greater than or equal to the M,values,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _x]_= I.W,Mm- Product ApprovalM (Zone 2e: -_xZ_= - -Mg:_=M�_ Product Approval M (Zone 2n: _xi_= _)-Mg:_=Ma,_ Product Approval Mf (Zone 2r: _xx_= _)-Mg:_=Mg_ Product Approval Mf (Zone 3e: -xl_= -Mg:_=lily- Product Approval Mf (Zone 3r _X2._= _)-Mg:_=Me- Product Approval Mf Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below.Product Approval Mr- Mr required Moment Resistance" Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 `Must be used in conjunction with a list of moment based tile systems • For Uplift based tile systems use Method 3.Compare the values for F'with the values for F,If the F'values are greater than or equal to the F,values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:=__j-W: cos r =Fn Product Approval F' (Zone 2e:_xL =x W:=___j-W: Cos r F,. Product Approval F' (Zone 2n: x LxW:= -W: cos rF,t. Product Approval F' (Zone 2r: x LxW:= )-W:_cos r=Fa,_ Prod uct Approva l F' (Zone 3e:-x LxW:=__j-W: Cos rFra. Product Approval F' (Zone 3r:x L x W;= -W: cos r Fn, Product Approval F' Where to Obtain Information Deitriptlon Symbol Where to find Design Pressure Zones 1,2e,2n,2r,3e,3r From applicable table in RAS 127 or by an engineering analysis prepared by PE based on AKE 7 Mean Roof Height H lob Site Roof Slope R lob Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Me Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mt Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F. Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.