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HomeMy WebLinkAbout2408 N 44th roof infoCccct . P L 0 L,�, I C ST. 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: Roof System Required Sections of the Permit Application Form Attachments Required See List Below 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 Shakes Other A, B, D IA4,5,6,7 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 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 ST. LUCIE Section A (General Information) Master Permit No. Process No. Contractors Name: Sunrise City CHDO Inc' License# CCC1327208 Job Address 2408 N 44th Street Fort Pierce, FL 34946 ❑ Low Slope Asphaltic Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Mortar/Adhesive Set Tiles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance FV(1 Reroofing ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 1534 ❑ Recovering Total (SF) 3534 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. ST LUCIE ection C (Low Slope Roof) Fi in specific roof assembly components and identify man facturer (If a c ponent is not used, identify as "NA") System anufacturer: Product AppNval No.: Design Wind Press re! Zone 1': Zone 1: Max. Design Pressure, system: Deck Ty From RAS 128 Or Calculations: Zone 2: Zone 3: Fpm the specific product approval Gauge Thickness: Slope: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: _ Top Insulation Fastener/Bonding M Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Ply Sheet(s)' & No. of Ply Sheet Fastener/Bc Top Ply: aterial: 4 ing Material: Top Ply Fasp6ner/Bonding Material: Surfacing: Fastener Spacing for Anchor//Shee@ttachment: Zone 1':—" oc @ Lap, # ° ac Zone 1:—" oc @ Lap, # R "ac Zone 2:—" oc @ Lap, # R "ac Zone 3:—" oc @ Lap, # R " ac Number of Fasteners PerXnsulation Board: Zone 1': Zone 1/ Zone 2: Zone 3: Illustrate Compone is Noted and Details as Applicable: Wood blocking, Gutter, Edge Termination, Stripping, Fla/astener inuous Cleat, Cant Strip, Base Flashing, Cog, Coping, Etc., IndRoof Height, Parapet Height, Height of Base Flaponent Material, Material'Thickness, Fastener TySpacing or Submit Manufacturers Details that CoAS 111 and Chapter 16. FT. FT. Parapet Height Mean Roof Height ST. LUCIE 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:-478 Zone 2e: --4'.8 Zone 2n: 760 Zone 2r:'60 Zone 3e: $'' Zone 3r: Deck Type: Plywood Type Underlayment: Peel N Stick Roof Slope, 3 12 Insulation: None Fire Barrier: None Ridge Ventilation? yes Fastener Type &Spacing: 78D4 Ring Shank 6"OC== Adhesive Type: N/A Type Cap Sheet: N/A _ I Mean Roof Height: 15' I Roof Covering: Shingles Type & Size Drip 13"x 3" Aluminum Edge: LUCIE WORKS Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values e greater than or equal to the Mrvalues, for each area of the roof, then the tile attachment methoeptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: x _ _J - Mg• = Mrj Product Approval Mi (Zone 2e: x ? = ) - Mg: = M,a Product Approval Mf (Zone 2n: x _ _) - Mg: = Mom, Product (Zone 2r: x _ ) - Mg: = M Product A one 3e: x _ - M9 = Mrs /rova Product ne 3r: _ ----� - M9 = Mrar Product AMethod 2 "Simplified Tile Calculations Per Table Be Required Moment of esistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof lope 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 30.4 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 29 4 30.5 32.4 7:12 24. 25.9 A.1 28.2 30.0 *Must be used in conjunction with a list o mon • For Uplift based tile systems use Method 3. Cc equal to the Fr values, for each area of the rocq Method 3 " (Zone 1: x L =x W:= ) -W:_ (Zone 2e: x L =x W:= ) -W:_ (Zone 2n: x L =x W:= ) -W:_ (Zone 2r: x L =x W:= ) -W:_ (Zone 3e: x L =x W:= ) -W:_ (Zone 3r: x L =x W:= ) -W:1 ent based tile sy ems npare the valu s for F' with the values for Fr If the F' values are greater than or then the tile ttachment method is acceptable. lift Base Tile Calculations Per RAS 12T cos =Fr1 Product Approval F' s r =Free Product Approval F' c r =Fr2n Product Approval F' cos =Fr2r Product Approval F' cos r =Fr3e Product Approval F' cos r =Fr3r 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 Gravi Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resista 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 calculatio94ust be submitted to the building official at the time of permit application.