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HomeMy WebLinkAbout7302 EXPEDITEST. LUCIE Section A (General Information) Master Permit No. Process No. Contractors Name: i Q ' U License # CCC— Job Addres 1 T� L4) Q iC e- ROOF CATEGORY © Low Slope © Mechanically Fastened Tile 11 Mortar/Adhesive Set Tiles >111sphaitic Shingles © Metal Panel/Shingles ElWood Shingles/Shakes © New roof © Repair Low Slope Roof Area (SF) 0 Prescriptive BUR-RAS 150 ROOF ROOF TYPE- 0 Maintenance eroofing ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) ❑ Recovering Total (SF) p63cc 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. LUC E 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 Insultation 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 PIy(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s)' & No. of Piy(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— @ "oc Zone 1:—" oc @ Lap, # Rows @ "0 Zone 2:_.._." oc @ Lap, # Rows @ "0 Zone 3:—" oc @ Lap, # Rows—.. @ " o0 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, Counterf lashing, 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.. ST. LUCIE WORKS 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: Zone 2e: Zone 2n: Zane 2r: Zone 3e: Zane 3r: Desk Type: I L ©Cr Type Underiayment -:�+ , 1 i Ronf�ope: �" ' : 12 , +� Insulation: Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: Adhesive Type: Type Cap Sheet 1q: i! t of Mean Roof Height: ,( Roof Covering: ' r L VL �rt d � h Type & Sim Drip Edge: ST. LUCIE Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. if the Mf values are greater than or equal to the Mrvalues, 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 1 = _� — {V{g; _ Product Approval M, (Zone 2e: x = _) — Mg: = M,ze Product Approval Mf (Zone 2n: x )L—= �J --Mg: = Mom, Product Approval Mf. (Zone 2r: x X = M Product Approval Mf (Zone 3e: x = _) Mg: = MOO Product Approval Mf - (Zone 3r: x = _ a — Mq = M Product Approval M. Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance` Mean Roof Height Roof Slope W 20' ZY 3U' 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 26A 29.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 WIWA ue useu in conjunction warn a usi or moment eased the 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 Fr values, for each area of the roof, then the tile 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 =Fr2n Product Approval F' (Zone 2r: x L =x W:= ) -W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:=----j -W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W.— ) -W: cos r =Fr3r 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 PE based on ASCE 7 Mean Roof height H Job site Roof Slope 8 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Product Approval Attachment Resistance Mf Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated 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.