Loading...
HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET �`�odLQt ST. LUCIE WORKS 2 e 4 Aft__I�_��_ ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1S2S 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 Wood Shingles and A, B, D 1,2,4,5,6,7 Shakes Other As Applicable 1A3,4,5,6,7 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 S1 LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: Arturo Reynoso License# CCC1332511 Job Address 259 NE Airoso Blvd, Port St. Lucie, FL 34983 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 EJ Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 0 Steep Sloped Roof Area (SF) 2,597 Total (SF) 2,597 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. I I. 1 I I i I I { I Prepared by©roofr Length Measurement Report 259 NE Airoso Blvd, Port St. Lucie, FL 34983, USA Eaves 217ft 1 in 0001 Valleys 76ft gin 0001 Hips 123ft 6in Ridges 58ft 3in Rakes 36ft 1 Oin son Wall Flashing 34ft 4in son Step Flashing 4ft 5in Transitions Oft Oin 0001 Unspecified 71 ft 8in 35 N ' 18 '---------------------i CD N N 14 tit tit v 'SVr fir 14 N O W W 1� a ---------��--------- 14 ti 39 Note:The above diagram contains measurements that have been rounded up.6 and 9 are written•6 and•9 to avoid confusion. Some edge length totals have been hidden from the diagram to avoid overcrowding.Flashings are depicted as dotted lines. This report was prepared by Roofr.Copyright©2021 Roofr.com I All rights reserved. 4 ST. LUCIE WORKS 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 @ woo (If a component is not used,identify as"NA") Zone 1:—"oc @ Lap,#Rows @ woo System Manufacturer: Zone 2:—"oc @ Lap,#Rows @ 'oc Zone 3:_.._." oc @ Lap,#Rows @ woo Product Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1':_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 Gauge Thickness: Type,Fastener Spacing or Submit Manufacturers Details that Comply with 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 Material: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding I)Y aterial: Height Ply Sheet(s)'&No.of Ply(s) \ Ply Sheet Fastener/Bofiding Material: Top Ply: Top Ply Fastener/Bonding Material: ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: IKO Industries Ltd Notice of Acceptance Number: FL30310-R1 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 11LEIZone 2e:_� - Zone 2n:_� r, Zone 2r:- '"Zone 3e:-L'ItZone 3r: --7-7•$ Deck Type: Plywood Roof Slope: Type Underiayment Tri-Built Sand-R SA Shingle Underla ment 3 . 12 Insulation: N/A Fire Barrier: N/A RidgeVentilaticn? Fastener Type&Spacing: 3d (1.25") Ringshank coil, 6 Nails Yes Adhesive Type: N/A Type Cap Sheet N/A Mean Roof Height: 11.75' Roof Covering: IKO Cambridge Shingles Type&SizB Drip 3x3 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 Mr.If the Mf values are greater than or equal to the Mr values,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 o �_..Mg; = Product Approval M (Zone 2e: x). = ___)—Mg; =Me2s Product Approval Mt. (Zone 2n: x = _�--Mg =Mm, Product Approval Mf (Zone 2r: x)L = _�—Mg: =Me& Product Approval Mf (Zone 3e:, x _ --Mg: =Ma. Product Approval Mf (Zone 3r: x)L = —1—Mg =Mm Product Approval Mf 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 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 i 39.7 42.2 3:12 82.2 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 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of m ment based tile 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: 6n -r =Fr1 Product Approval F' (Zone 2e: x L =x W:= )-W: r6s r =Free Product Approval F' (Zone 2n: x L =x W:= )-W: , cos t =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W:Y cos r =Fr2r 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 "I =Fr3r Product Approval F' Whereto Obtain Infor ation Description Symbol Where to find From applyable table in RAS 127 or by an engineering analysis Design Pressure Zon aS 1,2e,2n,2r,3e,3r prepared by E based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 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' 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.