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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET ST, LUCIE WORKS 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 1,2,%4,5,6.7 Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 Asphaltic Shingles A,B, D 1,2,4,5,6,7 Concrete or Clay Tile A,B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, ❑ Wood Shingles and A, B, ❑ 1,2,4,5,6,7 Shakes Other As Applicable 1,Z3,4,5,6,7 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/Calculation Documentation Form RooflnfoFeb2l Rev Feb 18,2021 ST. LUCIE WORKS 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_®_W (If a component is not used,identify as"NA") Zone 1_"oc@ Lap,#Rows—®_"ac System Manufacturer: Zone 2:_.."oc @ Lap,#Rows—®=w Zone 3—"oc @ Lap,#Rows_®_'ao Product Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1'rZone 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 Woodblockin& Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Copin&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 Detalls 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. L.UC E WORKS Section D(Steep Slope Roof System) Roof System Manufacturer: JA TAYLOR ROOFING 5V CRIMP Notice of Acceptance Number:FL#17443.1 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1:-57 Zone 2e: -57 Zone 2n:-91 one 2r; -9�Zone 3e-9l Zone 3r:-128 Deck Type: PLYWOOD Type Underlayment PEEL&STICK-OWENS CORNING POLYGLASS MTS FL95259.1 Roof Slope: 4 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: 6"FIELD 14"PERIMETER,80 RING SHANK NAILS Adhesive Type: Type Cap Sheet: Mean Roof Height: 15' FT Roof Covering: METAL Type&Size Drip 2„x2„ Edge: ST. LUCIE WORKS Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mr.If the Mfvalues are greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _x1._= 1-MW_=Ma_ Product ApprovalM (Zone 2e: _XX�= __)-Mg:_=Mm_ Product Approval Mr (Zone 2n: -_x1l_= _)-Ml Mom,_ Product Approval Mr (Zone 2r: _X)._= _)-Mg:_=fill Product Approval Mt (Zone 3e: x)'--= -Ml Mm Product Approval Mf (Zone 3r. _X I._= Mg:_o Ma- Product Approval M. Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below-Product Approval MI_ 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 Fr If the F'values are greater than or equal to the Fr values,for each area of the roof,then thetile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 12T (Zone 1:_x L =x W:= )-W: cos r =Fri_ Product Approval F' (Zone 2e:_x L=xW� -W_cos r=F,,. Product Approval F' (Zone 2n: x L=xW:= -W: cos rF,z"_ Prod uct Approval F' (Zone 2r. x L =x W:=_J-W: cos r F,a Product Approval F' (Zone 3e:_x L =xW:= -W: cos r=Fr3• Product Approval F' (Zone 3r._x L=xW:= -W: cos rF,s, Product Approval F' Where to Obtain Information Description Symbol Where to find dell n Pressure From applicable table in RAS 222 or by an engineering analysis 8 Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mr Prod act Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr 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.