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Home My WebLink AboutRoofing Permit Information Sheet��`Lo liL ��lll ST. L CIE 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: Roof System Low Slope Application Prescriptive BUR-RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes Other Required Sections of the Permit Application Form A, B, C A, 8, C A, B, ❑ A, 8, D, E A, B, D A, B, ❑ As Applicable Attachments Required See List Below 1.2,3.4.5,6.7 2,4,5,6,7 1,2.4,5,6,7 1,2,3,4,5,6,7 1.2,3.4,5,6.7' 1,2,4,5,6,7 1,2,3,4,5,6,7 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 RooflnfoFeb21 Rev Feb 18, 2021 ST. LUCIE NORKS Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': _ Zone 1: _ Zone 2: _Zone 3: _ Max. Design Pressure, from the specific product approval system: Deck: Type: Gauge Thickness: Slope: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s)' & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_" oc @ Lap, N Rows_ ®_oe Zone 1:—" oc @ Lap, 7f Rows _ ®_ to Zone 2:_" oc @ Lap, If Rows _ ® _' oo Zone 3:_" oc @ Lap, A Rows_ O _ ao Number of Fasteners Per Insulation Board: Zone 1':_Zone 1:_Zone 2:_Zone 3 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterfiashing, 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.. ST. LUCIE 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 Zone 2r: -91Zone 3e-g-1 Zone 3rr128 Deck Type: PLYWOOD' Type UndertaymenN PEELe STICK-OWENS CORNING POLYGL SMTS FL#5259.1 Rcof Sbpe: 4 12 Insulafiorc Fire Barra: RldgeVentYation7 Fastener Type&Spacing: g"FIELG N'PERIMETER.gO RING SHANK NNLS Adhesive Type: Type Cap Sheet: Mean Roof Heigh: 15'FT Roof Covering: METAL Type & Size Drip Floe: 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 Mr values are greater than or equal to the M,values, for each area of the roof, than the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _xl_e Mg: _=M,i_ Product Approval ML (Zone 2e: :_xl-- Mg:_=Mn•_ Product ApprovalM (Zone 2n: ,_x X_= III. _=Mm,_ Product Approval Mr (Zone 2r: _xx_= _)_Mg;_=Mm_ Product Approval Mr (Zone 3e: `x)._= Mg: _=M,y_ Product ApprovalM (Zone 3r: _x)._e _ 1 MIT" _=Me_ Product ApprovalM Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Bel Product Approval M r__ M, required Moment Resistance• Mean Roof Height Roof Slope 15' 00, 25' 30' MY 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 5:22 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 •M tb d' us a use in conjunction with a list of moment based tile systems • For Uplift based die 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:=_) -W; cos r= F,._ Product Approval F' (Zone 2e: _x L= x W:=_) -W cos r= F4n" Product Approval F' (Zone 2n: _x L=xW:=_)-W; cos r=Fz" Product Approval F' (Zone 2r. _x L_=x W:=_) -W: cos r_=Fa, Product Approval F' (Zone 3e: _x L= x W:=) -W; cos r= F,a• Product Approval F' (Zone 3r:_x L=x W:-_)_W;_Cos r=Fs,_ Product Approval F Where to Obtain Information Description Symbol Where to flnd 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 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 uct Approval Attachment Resistance Mf Product Approval Required Moment Resistance Me Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Pro duct Approval Tile Dimensions L=lengthW=width Product Approval All calculations must be submitted to the building official at the time of permit application. us a use in conjunction with a list of moment based tile systems • For Uplift based die 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:=_) -W; cos r= F,._ Product Approval F' (Zone 2e: _x L= x W:=_) -W cos r= F4n" Product Approval F' (Zone 2n: _x L=xW:=_)-W; cos r=Fz" Product Approval F' (Zone 2r. _x L_=x W:=_) -W: cos r_=Fa, Product Approval F' (Zone 3e: _x L= x W:=) -W; cos r= F,a• Product Approval F' (Zone 3r:_x L=x W:-_)_W;_Cos r=Fs,_ Product Approval F Where to Obtain Information Description Symbol Where to flnd 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 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 uct Approval Attachment Resistance Mf Product Approval Required Moment Resistance Me Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Pro duct Approval Tile Dimensions L=lengthW=width Product Approval All calculations must be submitted to the building official at the time of permit application.