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Home My WebLink AboutROOF INFO 343 SE VERADA AVE `1: LLI LLL= P L C L: L L"it 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-RAS 150 A,B,C 2,4,5,6,1 Asphaltic Shingles A, B,D 12,4,5,6,7 Concrete or Clay Tile A,B,D, E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,5,7 Wood Shingles and A,B. D ! t 2,45,6,7 Shakes Other As Applicable t 2,3,4,b,8,7 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 227 or RA5128 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 1 Form RooflnfoFeb21 Rev Feb 18,2021 Section A (General Information) Master Permit No. Process No. Contractors Name.U<aswa CAo�L F7nu LicenseflCCC I��pfo53 Job Address r n -, PiqPt. ROOF CATEGORY 13 Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Asphaltic Shingles ❑Metal Panel/Shingles DWood Shingles/Shakes ❑ Prescriptive BUR-RAS ISO ROOF ROOF TYPE. ❑ New roof D Repair ❑ Maintenance Reroofing D Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area (5F) Total(SF) 6/ Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. LL 7 t y r k� z { 1 I qT ! -� rI P . _ - 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_®—"oc (If a component is not used, identify as"NA") Zone 1_" oc @ Lap,f! Rows_ ®_"00 System Manufacturer: Zone 2:_" oc @ Lap, N Rows— ®—"x Zone 3:_" oc @ Lap,p Rows— oc 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: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,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): FT. Anchor/Base Sheet Fastener/Bonding Material: i Insulation Base Layec 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($): Ply Sheet Fastener/Bonding Material: j I Top Ply: Top Ply Fastener/Bonding Material: Section D(Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone S:�Zone 2e:—Zone 2n: :�one 2rZone 3e 9 yy 2one 3r: - 5Y Deck Type: y w ao Type Underlayment Q k Roof Slope: r 12 11 Insulation: \\ Fire Barrier: [ Ridge Ventilation? Fastener Type &Spacing: " $D 5 h an 1 S7Mn; �oll y Adhesive Type: Type Cap Sheet — . Mean Roof Height: 1 \ Roof Covering: ( �t5 Type& Sim Drip Edge: - L_UGAE Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from M,.If the M,values 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 Tile Calculations Per RAS 12T (Zone l: _x x_= _)_Mg =Md, Product Approval M. (Zone2e: _x.X_= _)-Mg:_=M,b_ Product Approval Me (Zone 2n: _x x_= _�-Mg:_-Ma,_ Product Approval Mr (Zone 2r: _x;L _ Mg:_=M,a_ Product Approval Mi (7one3e: -x%- -Mg:_=M,y` Product Approval Mr (Zone3r: -xX_= Mg: __=Me&- Product Approval My Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mt _M,required Moment Resistance' Mean Roof Height Roof Slope 15' 20' _ 25' 30' 40' _ 2:12 34.4 36.5 i_ 38.2 39.7 42.2 3:12 32.2 34.4 36.0 _I 37.4 39.8 4:12 30.4 32.I _33.8 _3S.1 37.3_ --5:12 - -- 28.4 _ 30.1 31.6 32.8 34.9 - -- -- --� -- -- - - --� 6:12 26.4 28.0 29A _ 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 tite 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 F,values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127 (Zone 1: x L=x W:= )-W: cos r =F,i Product Approval F' (Zone 2e: x L=x W:=_)-W: cos r =F,2e_ Product Approval F' (Zone 2n: x L=x W:=_)-W: cos r =Fr2n_ Product Approval F (Zone 2r: x L=x W:= )-W: cos r =F,2r_ Product Approval F' (Zone 3e: x L=x W:= )-W: cos r =F,3e_ Product Approval F' (Zone 3r: x L=x W:= -W: cos r =F,3,_ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1,2e.2n,2r,3e,3r From applicable table in RAS 127 or by an engineering analysis prepared by P_E based on ASCE 7_ _ Mean Roof Height H 'Job Site Roof Slope B Job Site Aerodynamic Multiplier - -- _- ? _ Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mr Product Approval J Required Moment Resistance _ _ M` l Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight - W- - -- Product Approval - --- - Tile Dimensions I L=length W=width Product Approval -, All calculations must be submitted to the building official at the time of permit application. --