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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET Vic L PC IE, S T. 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 1,2,3,4,5,6,7 Prescriptive BUR-RA5 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,❑ JWood Shingles and A, B, D IA4,5,6,7 (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,RA5 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 RoofinfoFeb21 Rev Feb 18,2021 ST, LUCIE VORKS Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone V:—"oc @ Lap,It Rows_®_°o0 (If a component is not used,identify as"NA") Zone 1:_..."oc @ Lap,#Rows_®—"0 System Manufacturer: Zone 2:—"oc @ Lap,#Rows_®—ao 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 1— Zone P:_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, CounterRashing,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): 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 Ply5heet(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 ROOFING 5V CRIMP Notice of Acceptance Number:FL#17443.1 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1:'5�one 2e: -57 Zone 2n:-91 Zone 2r: -91Zone 3er91 one 3r:-128 Deck Type: PLYWOOD ' Type Underlayment PEELS STICK-OMNS CORNING POLYGIASS MTS FL.15259.1 Roof Sbpe: . 5 12 Insulation: Fire Barrier: - Rbige Vent�afion? Fastener TypB&SpaCUIg: 6'FIELDIi"PERIMETER,RO RING 8HANKNAI4S Adhesive Type: Type Cap Sheet Mears Root Heigtll: 15' FT Roof Coveing: METAL Type&Sim 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 Mrwith the values from Mr.If the Mrvalues are greaterthan 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: _xll_= _)-Mg:_=Ma_ Product Approval M (Zone 2e: _x%_= _)-ft.—=My_ Product Approval Mr (Zone 2n: '_XX_= _)-Mg:—=M®,_ Product Approval Mr (Zone 2n _Xil _= -Mg:_=Me� Product Approval Mr (Zone 3e: —xl—= 1-1146—=M�— Product Approval Mr (Zone 3r: =Xk _ ) Mg:_=Mm— Product Approval Mr Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table 8elow_Product Approval W4_ Mr required Moment Resistance' Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 t34.4] 36.5 38.2 39.7 42.2 3:12 34A 36.0 37.4 39.9 4:12 �30.1 32.2 33.8 35.1 37.3 5:12 28A 31.6 32.8 34.9 28.0 29.4 30.5 32.4 7A2 24.4 I5.9 27.1 29.2 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 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:=__-j-W:_cos r_-Fri Product Approval F' (Zone 2e:Jx L=xW=_)-W cos r=Fa._ Product Approval F' (Zone 2n:_x L=x W= )-W:_cos r=F,u"_ Product Approval F' (Zone 2r._x L_=xW:= -W:_cos r=Fa,_ Product Approval F' (Zone 3e:_x L=xW:=_)-W:_cos r_=F,a., Product Approval F' (Zone 3r._x L=xW:=_ -W:_cos r_=Far_ Product Approval F' Where to obtain Information Description Symbol Where to find Design Pressure Zoom 1,2e,2n,2,3e,3, From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H lob Site Roof Slope B Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mc Product 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 Dimensions7-:7 L=length W=Width Product Approval All calculations must be submitted to the building official at the time of permit application.