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HomeMy WebLinkAboutMeyer-Harrison Roofing Information sheetST. 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 1,2,3,4,%6,7 _ Low Slope Application A, B, C Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5A7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,6Tt;,T Wood Shingles and A, B, D 1,2,4,5,6,7 Shakes _ Other 1 _As Applicable 1,2,5,4,5,6,7 ATTACHMENTS REQUIRED As Applicable]: 1. Fire Directory Listing Page From Product Approval: 2. Front Page Specific System Description Specific System Limitations i General Limitations I 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. LUCI E WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: E� " �C i�f License # Job Address L j ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles UPKs'phaltic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RA5 150 ROOF ROOF TYPE. ��//'' ❑ New roof El Repair 0 Maintenance O'Reroofing ❑ Recovering ROOF SYSTEM INFORMATIONI, Low Slope Roof Area (SF) �0 Steep Sloped Roof Area (SF) _ 3 �7 Q5 Total (5F)iqlS 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 WORKS Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Max. Design Pressure, from the specific product approval system: Deck: Type: Gauge Thickness: Slope- Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insuitation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheets)' & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':—" oc @ Lap, # Rows— 41 "oc Zone 1:_._." oc @ Lap, # Rows g "oo' Zone 2:—" oc @ Lap, # Rows " 00 Zone 3:—" oc @ Lap, # Rows ® " 00 Number of Fasteners Per Insulation Board: Zone 1': Zone 1- Zone 2.--Zone 3: Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc., Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material' Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. QuickMeasure Roof Reports in Under an Hour Bend lEave Rake Ridge 60 121 116 60 Lengths Flash Step Drip 0 0 237 Lengths in feet Prepared For: Pidgeline Roofing LLC U 5284 Russakis Rd, Fart Pierce, FL 34951 5T. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: r V1 r73 Notice of Acceptance Number: •V V "IV w r f Minimum design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n:-Zone 2r: Zone 3e: Zone -57.2- - 67.1- -6Z.9 "57. -Z -'72.4 T Deck Type: f �� Type Underiayment: Roof 5iope: ' t insulation: r Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: Adhesive Type: Type Cap Sheet Mean Roof Height: Is- Roof Covering: j Type & Size Drip p Edge: ST. 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 Mr values are greaterthan or equal to the Mrvalues, for each area of the roof, then the tile attachment method is acceptable. Method 1'Mom ent Based Tile Calculations Per RAS 12T (Zone 1: x _ __J - Mg: = M,, Product Approval M (Zone 2e: x 1, = �a - Mg: = M,;�a Product Approval Mf (Zone 2n: x ;L _ --Mg; =Mom, Product Approval Mr (Zone 2r: x _ - Mg: Me, Product Approval Mf [Zone 3e: x ). _ _) -- Mg. = Ma, Product Approval Mr (Zone 3r: X --J - Mg: = Mra, Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr reuuired Moment Resistance* I Mean Roof Height Roof Slope 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 j 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 Z4.4 29.0 25.9 29.4 27.1 30.5 32.4 7.12 28.2 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 Fr values, for each area of the roof, then the file attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= ) -W; cos r =Fri Product Approval F' (Zone 2e: x L =x W:= ) -W: cos r =Fr2e Product Approval F' (Zone 2n: x L =x W:=_____) -W: cos r =Frzn Product Approval F' (Zone 2r: x L =x W:=-___) -W: cos r =Frzr Product Approval F' (Zone 3e: x L =x W:=_____) -W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:=-____ j -W: cos r =Fr3r Product Approval F' Description Design Pressure Whereto Obtain Information Symboi Where to find From applicable table in RAS 127 or by an engineering analysis Zones 1, Ze, 2n, Zr, 3e, 3r prepared by PE based on ASCE 7 _ Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Pro 6 u ct Ap prova I Required Uplift Resistance F, Calculated f Average Tile Weight W Product Approval Tile Dimensions L = length W =width Product Approval All calculations must be submitted to the building official at the time of permit application.