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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET i f ST. L UCIE CORKS 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 1,2,3,4,5,$,7 Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,24,5,8,7 Concrete or Clay Tile A, B, D, E Metal Roofs A, B, p Wood Shingles and A, B, D 4,2,4,5,6,7 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 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 RooflnfaFeb21 Rev Feb 18,2021 ST. LUCIE WORKS Section C(Low Slope Roof) urfacing: Fill in specific roof assembly components and Identify Fastener Spacingfor Anchor/Base Sheet Attachment: manufacturer one 1':_"oc @ Lap,#Rows_a_o0 ilia component is not used,identify as"NA") one 1:__"oc @ Lap,#Rows—a System Manufacturer: one 2—"oc @ Lap,ft Rows_a_ac one 3:_"oc @ Lap,#Rows—a_o0 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: lashing, Continuous Cleat, Cant Strip, Base Flashing, ounterflashing,Coping,Etc. Deck: dicate: Mean Roof Height, Parapet Height, Height of Base Flashing,Flashing,Component Material,Material'Thickness,Fastener ype,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: omply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): N/A FT. Anchor/Base Sheet Fastener/Bonding Material: 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($)&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) Roof system Manufacturer: JA TAYLOR ROOFfNG EDGE-LOC 1" STANDING SEAM Notice of Acceptance Number:NOA:18-1 B23.17 Minimum Design Wind Pressures, If Applicable(From RA5 127 or Calculations): Zone 1: -54 Zone 2e:-74 Zone 2n: Zone 2r:-pone 3e:-74 Zone 3r: Deck Type: PLYWOOD Roof Slope: Type Underlayment ELF ACHERED UNDERLAYMENT TO POLYGLASS MTS F05259.1 5 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: i 6"FIELD 14" PERIMETER, 81 RING S NK NAILS Adhesive Type: Type Cap Sheet Mean Roof Height: 15 FT Roof Covering: METAL Type&Size Drip 2"X 2 112" Edge: ST. LUCIE WORKS Section E(Tile Calculations( For Moment based tile systems,choose either Method l or 2.compare the values for Mr with the values from Mr.If the Mrvalues are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Til Calculations . _ Per RAS 12T (Zone 1: _x1 -Mg;_= Product Approval M, (Zone 2e: _xb_a _)-Mg:_=Mar_ Product Approval Mr (Zone 2n: _x)._= I-Mg:_=M._ Product Approval Mr (Zone 2r: _X Z_= _)-Mg:_=Mm_ Product Approval Mr (Zone 3e: '_xx_= -MT._=Mra,_ Product Approval Mr (Zone 3r: _X1._= _)-Mgi_=M,a_ Product Approval M, Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr(From Table Below_ roduct Approval Mr_ Mr required Moment Rest [ante' Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 312 32.2 34.4 36.0 37.4 39.8 412 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 RAS 12T (Zone 1: x L =x W:=_ _)-W: cos r =Fri_ Product Approval F' (Zone 2e:_x L=xW� -W_cos r=Fr„ Product Approval F' (Zone 2n:_x L =x W:= -W:_cos rFrx" Product Approval F' (Zone 2r:_x L=x W:= -W: Cos r =Far_ Product Approval F' (Zone 3e:_x L_=xW:= -W: cos r=F,s• Product Approval F' (Zone 3r:_x L =x W:= -W: cos r F,3, Product Approval F Where to Obtain Information oescrlptlon Symbol Wheretofind Fro applicable table in RAS 127 or by an engineering analysis Design Pressure Zones 1,2e,2n,2r,3e,3r prel wred by PE based on ASCE 7 Mean Roof Height H Job Ate Roof Slope B Job Ate Aerodynamic Multiplier Pro luct Approval Restoring Moment due to Gravity M, Pro uct Approval Attachment Resistance Mr Pr uct Approval Required Moment Resistance Mr Cal ulated 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 Allwlculations must be submitted to the building official at the time of per nit application.