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Home My WebLink AboutRoof Worksheet L� �L ST. LUCIE WORKS S � t•' D 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 2,4,5,6,7 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, D 1,2,3,4,5,6,,7 Wood 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,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 A (General Information) Master Permit No. Process No. Contractors Name: Sunrise City CHDO Inc License# CCC1327208 Job Address 5304 Deleon Ave Fort Pierce, FL 34951 ROOF CATEGORY Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance IV/]Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 1874 Total (SF) 1874 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. PATA UNM PATA (It0) (ISp) (110) ID 11 15 1Y II 6AS I7 (16h1) �D � a ST. LUCIE WORKS S ction C (Low Slope Roof) Surfacing: Fill specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attach nt: manu cturer Zone 1':—." oc @ Lap,#Rows—® "o (If a co onent is not used,identify as"NA") Zone 1:—" oc @ Lap,#Rows 0 "0 System M ufacturer: Zone 2:—" oc @ Lap,#Rows "( Zone 3:_.._." oc @ Lap,#Row ® woo Product Appro I No.: Number of Fasteners Per Insula ' n Board: Design Wind Pressu s,From RAS 128 Or Calculations: Zone 1': Zone 1: one 2: Zone 3: Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Components N ed and Details as Applicable: Max. Design Pressure, fro the specific product approval Woodblocking, Gut r, Edge Termination, Stripping, system: Flashing, Continuo s Cleat, Cant Strip, Base Flashing, Counterflashing, oping, Etc., Deck: Indicate: Me of Height, Parapet Height, Height of Base Type: Flashing,Co ponent Material,Material'Thickness,Fastener Gauge Thickness: Type,fast er Spacing or Submit Manufacturers Details that Comply ith 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 Mal I: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding aterial: Height Ply Sheet(s)'&No/nding Ply Sheet Fastener Material: Top Ply: Top PIy F tener/Bonding Material: V ■r LV Mire WORKS Section D (Steep Slope Roof System) Roof system Manufacturer: Owens Corning Notice of Acceptance Number: FL10674 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1:-4'.8 Zone 2e: -478 Zone 2n:"760 Zone 2r: '60 Zone 3e: 817 Zone 3r: Deck Type Plywood Type Underfayment: Peel N Stick Roof Sbpe: Insulation: None Fire Barrier: None [Rid,eVentilation? yes Fastener Type&Spacing: g D Ring Shank 6"OC Adhesive Type: N/A Type Cap Sheet: N/A Mean RoofHeight: 1 0' Roof Covering: Shingles Type&Size Drip 3"x 3" Aluminum I Edge: ,.___._..........� T. UCIE WORKS Section E(Til\RequiredMomentof Clculations) d the systems,choose either Method 1 or 2.Compare the values for Mr with the values fro Mr.If the Mr values r equal to the Mr values,for each area of the roof,then the tile attachment method is ceptable. Method 1'Moment Based Tile Calculations Per RAS 12T ne 1: x _ _)_( _( Product Approval M ne 2e: x _ _)-Mg; =Mft Product Approval Mr e 2n: x k = _)--Mg: =Mm, Product Approval ne 2r: x Jl = -)-Mg: =M,& Product Approval r ne 3e: x _ _)-Mg: =Mo. Product Appro I Mf ne 3r: x) _ .��-M9 =M,ar Product Appr val MrMethod 2"Simplified Tile Calculations Per Table Bel of esistance(Mr)From Table Below Product Approval Mr Mr required Moment Resistance* Mean Roof Height Roof ope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 1130.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 .4 28.0 2 4 30.5 32.4 7:12 24. 25.9 .1 28.2 30.0 *Must be used in conjunction with a list o moment based tile sy ems • For Uplift based the systems use Method 3.Compare the valu s 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 ro then the the ttachment method is acceptable. Method 3" lift Base Tile Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: Cos =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: s r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: Cos =Far Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Frar Product Approval F' Where to Obtain Infor ation Description Symbol Where to find Design Pressure Zo es 1,2e,2n,2r,3e,3r From apple ble table in RAS 127 or by an engineering analysis prepared by based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Grave Mg Product Approval Attachment Resistance Mr Product Approval Required Moment Resists a Mg Calculated Minimum Attachment sistance F' Product Approval Required Uplift Resis nce Fr Calculated Average Tile Weig W Product Approval Tile Dimensions L=length W=width Product Approval All calculatio must be submitted to the building official at the time of permit application.