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Home My WebLink AboutNETTLES roof info V 7 r 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 Prescriptive BUR-RAS 154 A, B,C 2,4,5,6,7 ,Asphaltic Shingles A, B, D 12,4,5,6,7 Concrete or Clay Tile A, B,D,E 1,2,3,4,5,6,7. Metal Roofs A, B, ❑ 1,2,3,4,6,6,7- Wood Shingles and A, B, D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific system ❑escriptian 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/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 ST. LUCIE WORKS Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacingfot 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_®—ao System Manufacturer: Zone 2—"oc @ Lap,#Rows_®—W Zone 3—" oc @ Lap,#Rows— —oo Product 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 Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16., Slope: Anchor/Base Sheet&No.df Ply(s): FT. Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insuitation 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 WORKS Section D (Steep Slope Roof System) Root System Manufacturer: JA TAYLOR SNAP-CLAD ALUMINUM Notice of Acceptance Number:NOA#18-1023.13 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1:=54 Zone 2e:-74 Zone 2n:—Zone 2r: -74Zone 3e: —7A one 3r: \1,peD 't PEEL&STICK-OWENS CORNING POLYGLASS NITS FL05259A Roof Slope:12r:R1dge UeMilaficn? ner Type&Spacing: FIELD I C'PERIMETER,BD RING15'FT Adhesima Type: Type Cap Sheet Mean Roof HeiRoof Covering: METAL Type&Size Drip 2 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 Mr.If the Mf values are greater than or equal to the Mry3lve5,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone It _XX_= _ I-Mg:_=Md_ Product ApprovalM (Zone 2e: -_xA_= Mg: Mr _ Product Approval M• (Zone 2n: '_x t_= -Mg:_=Mm,_ Product Approval Mr (Zone 2r: _xll_= -Mg:_=Mqr_ Product Approval Mr (Zone 3e: :_xll_= I-V11F-=M._ Product Approval Mr (Zone 3c _x)'_= _)-Mg:_=M�_ Product Approval M, Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance NO From Table Below-Product Approval Mr_ M,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 Fr If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RA512T (Zone 1:_x L x W:= -W: cos r=F,, Product Approval F' (Zone 2e:_x L =x W:= �-W: cos r =Frt Product Approval F' (Zone 2n:_xL xW:- )-W: cos r=Frx, Product Approval F' (Zone 2r. x L=xW:= f-W: cos r =Far_ Product Approval F' (Zone 3e:_xL =x W:= -W:_Cos r=F,a>_ Product Approval F' (Zone 3r._x L =xW:= )-W:_cos r =Frs, Product Approval F' Where to Obtain Information Description Symbol Wheretofind Design From applicable table in RAS 127 or by an engineering analysis B Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE] Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mr Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mr 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.