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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET `T, U I CLL -z CC ST. LUCIE I - ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 152S 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 Farm Low Slope Application A, B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A, 8,D 12,4,5,6,7 Concrete or Clay Tile A,8,D,E 1,2,3,4,5,6,7 Metal Roofs A,8,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D I A4,5,6,7 Shakes Other As Applicable 1AA4,6,6,7 ATTACHMENTS REQUIRED As Applicable): 1. I Fire Directory Listing Page 2. I 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 S. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7, Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 Section A (General Information) Master Permit No. Process No. Contractors Name: lrt"S TL Guo54. ZQT.4'( % License# CCC 133�{,S3 Job Address C' 0_61N d icw 0 - ROOF CATEGORY D Low Slope ❑Mechanically Fastened Tile 0Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ❑Metal Panel/Shingles QWood Shingles/Shakes 17 Prescriptive BUR-RAS 150 ROOF ROOF TYPE. O New roof 13 Repair ❑ Maintenance 91 Reroofing ❑Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area (SF) Total(SF)Ala 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. CLPH II I4 (2 10 ) 2 B 26Sp L �Hc�w � 1 ) ST. LUCIE 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_ a _"oc (If a component is not used, identify as"NA") Zone 1:_" oc @ Lap, # Rows— @ nc System Manufacturer: Zone 2:_" oc @ Lap, # Rows_@_"o0 Product Approval No.: Zone 3_" oc @ Lap, #Rows_a_"oc Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1' one 1—Zone 2:—Zone 3:� Zone I':—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.of 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: I Top Insulation Size and Thickness: I FT. Top Insulation Fastener/Bonding Material: Mean Base Sheets) &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: SIT LUCIE 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 1 b7Zone 2e: Zone 2n: one 2r:I.Zone 3e-9q Zone 3r: 4y Deck type: rp y W a Roof Slope: Type Undedayment e 0 ( Ae\6 CJ 'C . 12i insulation: , Fire Barrier: Ridge Ventilation? Fastener TypeP& 9: Sacln U p o►w.:� R 6\l i � O � S had Adhesh/ TA*: Type Cap Sheet �T Mean Roof Height: Roof Covering: Type&Size Drip 3 'Lj 7 1 . Edge: ST. LUCIE 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 MrydlUeS,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _x)L_= _)—Mg: Mr,_ Product Approval M. (Zone 2e: i x)L__ _I—Mg:_=Me,_ Product Approval Mr (Zone2n: _x7L_= !J-Mg:_=Me_ Product ApprovalM, (Zone2r: _xl_= _)—Mg:_=Me_ Product ApprovalM, (Zone3e: —xX--= _)—Mg: M.%-- Product ApprovalMf (Zone 3r: ,x x—_ Mg:_=M,r_ Product Approval Mt — Method 2"Simplifled Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf _ M,required Moment Resistance* _ Mean Roof Height Roof Slope 15' 20' 25' 1 30' 40' 2:12 _ 34.4� 36.5 38.2 39.7 _ 42.2 3:12 _32.2_ 34.4 36.0 1 37.4 39.9 4:12 _ 30.4 1 32.2J 33.8 _ 35.1 —34.9 6:12 26.4 28.0 29.4 30.5 32.4 j 7:12 �—24.4 25.9 27.1 28.2 30.0 —I 'Must be used m conjunction with a list of moment based tile systems • For Uplift based the 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 RA512T (Zone 1: x L_=x W:=_) -W: cos r =F,i Product Approval F' (Zone 2e: x L_x W:=_�-W: cos r =Fr2,_ Product Approval F' _ (Zone 2n: x L=x W:=_ -We cos r =Fn"_ Product Approval F' (Zone 2r: x L_x W:=_)-W: cos r 4r2r! Product Approval F' (Zone 3e: x L=x W:=_)-W: cos r =Frae_ 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 I From applicable table in RAS 127 or by an engineering analysis _ prepared by PE based on ASCE 7_ _ Mean Roof Height v H JobSite Roof Slope 8 _ _Job Site Aerodynamic Multiplier _ 3 Product Approval Restoring Moment due to Gravity Ma Product Approval f Attachment Resistance Mr I Product Approval Required Moment Resistance Mr i Calculated Minimum Attachment Resistance— F' Product Approval Required Uplift Resistance F, calculated Average Tile Weight W Product Approval �I Tile Dimensions —I— L=length W=width Product Approval ,All calculations must be submitted to the building official at the time of permit application. _ J