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Home My WebLink AboutROOFING PERMIT INFORMATION SHEETIL •1.�.. 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 REQUIRE❑ ❑OCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 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,aA5,6,7 Metal Roofs A, B, D 1,Z3,4,5,6.7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2.3,4,5,6,7 ATTACHMENTS REQUIRED As Aonlicahiel, 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 WORKS 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: POLYGLASS Product Approval No.: FL1654.1 'I Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_" oc @ Lap, # Rows_ 0 _' ao Zone 1:_" oc @ Lap, If Rows _ ®_" Go, Zone 2:." oc @ Lap, If Rows — @ = co Zone 3_" oc @ Lap, # Rows— ®_ co 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: W-75 -75 Deck: Type: PLYWOOD Gauge Thickness: 518" ai e. 0/12 Anchor/Base Sheet & No. df Ply(s): 1 Anchor/Base Sheet Fastener/Bonding Material SCREWS AND PLATES Insulation Base Layer: N/A Base Insultation Size and Thickness: TAPERED 1/8" Base Insulation Fastener/Bonding Material: SCREWS AND PLATES Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: SCREWS AND PLATES Base Sheet(s) & No. of Ply(s): 1 PLY Base Sheet Fastener/Bonding Material: SCREWS AND PLATES Ply Sheet(s)' & No. of Ply(s): 1 PLY Ply Sheet Fastener/Bonding Material: APPTORCH ------ Top Ply: 1 APP TORCH Top Ply Fastener/Bonding Material: APPTORCH 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, CounterRashing, Coping, Etc.. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material'Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Detailsthat Comply with RAS 111 and Chapter 15.. - ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof system Manufacturer: POLYGLASS W-75 MODIFIED BITUMEN Notice of Acceptance Number: FL#1654.1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: -67 Zone 2e:-94_Zone 2n:_7one 2r:-88 Zone 3e:-94 Zone 3r: \kTOOD nt Raof Sbpe ier: RidgeVentiladan7tener Type&Spacing: 6" FIELD/ 4"PERIMETER, 8D RINGS NAILS Adhesive Type: Type Cap Sheet Roof Covering: MODIFIED BITUMEN FLAT Type B Size Drip Pa. i ST. LUGIE 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, then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _XX = M__M_ Product Approval M, (Zone 2e: `_xX_= WM_ Product Approval M, (Zone 2n: .x X. = I-Mg;_=Ill _ Product ApprovalM (Zone 2r. _.xl_= Mg:_-Mm_ Product Approval Mf (Zone 3e: '_x)L_=- MIX- _= Ma. _ Product Approval Mf (Zone 3r: _X)`_= Mg'- M,ffi_ Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below -Product Approval Mt M, required Moment Resistance- Mean 15' 20' 25' 30, 40' 4.4 36.5 38.2 39.7 42.2 2.2 34.4 36.0 37.4 39.8 0.4 32.2 33.8 35.1 37.3 8.4 30.1 31.6 32.8 34.9 6.4 28.0 29.4 30.5 32.4 4.4 25.9 17.1 28.2 30.0 Must be used in conjunction with a listof 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:= 1-W;_cosr =F,t Product Approval F' (Zone 2e:x L=xW:=j-W cos r_ F,r,_ Product Approval F' (Zone 2n:_xL=xW:=___)-W:_cos r_ Fa"_ Product Approval F' (Zone 2r: _x L_ x W� � -W: Cos r Fa, Product Approval F' (Zone 3e:_x LxW:= )-W; cos r=F,s, Product Approval F' (Zone 3r: _x L= x W:= 1-W: cos r F,a, Product Approval F' Where to Obtain Information Description Symbol Wheretofind Design Pressure Zones 1, 2e, 2a, 2q 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 Ma 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=lengthW=width Product Approval All calculations must be submhted to the building official at the time of permit application.