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HomeMy WebLinkAbout2110-0681 Letzelter Roofing Information sheet(1)(92.)`lrc �,�I cflL 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: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low 51ope Application A, B, C 1,2,3,4,5,5,7 Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles iA,OA7 A, 9, D Concrete or Clay Tile A, B, D, E 1,2,3.4,5,8,7 —� Metal Roofs A, 5, D 1,2,4.E ,7 Wood Shingles and A, B, D Shakes 1,2,3,4,5.5.7 Other As Applicable ATTACHMENTS REQUIRED As Applicable): 1. fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicalate Detail Drawings 3. Design Calculations per Chapter 15, 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 _/ eagleview LENGTH DIAGRAM Total Line Lengths; Ridges = 68 ft Alps = 170 ft Valleys = 63 ft Rakes = 24 ft Eaves = 300 ft Premium Report 8/11/2021 Flashing :� 28 ft Step hashing = 5 ft Parapets : Oft E H s w Note: ThIs diagram contains_ segment lengths (rounded to the nearest whole number) over 5.0 Feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). +FJ 2d04-M Eagle View ruemologi , 1� and P0amotry fntarmlwa Corp. —M Rights Reserved — Pmr4m by EurcNwn Patent Aolkatiw W. to 1621 iA2 _Covered by one or more of U.S. Pawnt Rm B,678,436; %145,5M,, B,17Q,8Ao; 8,2119,152; 8,515, 18; 8,825,454; 9, 1),.r M., 467 %A; 9,SFA,9G8; kSW,M; 9,592,$g6; 9,244, 989; 9,329, M,- 9,SM,4t8. OUW Palans YBndlrg. PAGE 4 ST. LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: & d%I j e, _ Q�_ NT� License # CC Job Addres �Hljckn ` ;,r, L -jH q- &j S ❑ Low 510 pe ❑Asphaltic Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile 934Metal Panel/Shingles ❑ Prescriptive BUR-RAS 15C ROOF ROOF TYPE. © Maintenance ❑ Mortar/Adhesive Set Tiles OWood Shingles/Shakes lr�eroofing . ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) � , 8 ]2 0 Recovering Total (SF) U t2 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 tLow 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 3': 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 tnsuitation 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 Sheet(s)' & 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— @ "oe Zone 1:_.,._." oc @ Lap, # Rows — @ non Zone 2.—" cc @ Lap, # Rows _ @ " oe Zone 3.--" oc @ Lap, # Rows— @ "nc Number of Fasteners Per Insulation Board: Zone 1': Zane 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 RA5 111 and Chapter 16.. Section D (Steep Slope Roof System) Roof System Manufacturer, n Notice of Acceptance Number: ko a Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): .z6r18 1 7 7�6Lane Z; �22one 2n, r one 2r:A"Zone 3e: Zone 3r: ZOn't Deck Type: Roof Slope: Type Underlayment 093 12 Insulation: Fire Barrier: RidgeVentilatifln7 Fastener Type & Spacing: Adhesive Type; \Rowof p Sheen Mean Roof Height: j Covering: 4 Type & Sias Drip Edge: ST. LUCIE WORKS section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mr values are greater than or equal to the Mrvalues, for each area of the roof, then the the attachment method is acceptable. Method 1 `Moment Based Tile Calculations Per RA512T (Zone 1: _ x x -= , j Mg: = Mti Product Approval Mi (zone 2e: x _ �) - Mg: = M,t Product Approval Mf- (Zane 2n; x )L= "] - Mg: = M� Product Approval Mr (Zone 2r: x X _ - Mg: = M Product Approval M-. (Zone 3e: x X iMg: = Mra@ Product ApprovaI Mr (Zone 3r: x IL- Mg: = M*, 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* Mw ean Roof Height Roof Slope 15' 20' 25' NY 40' 2:12 34.4 3fi.S 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 28.0 29.4 - - --- 30.5 0 32.4 7.12 24A 25.9 27.1 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 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 RA512T (Zone 1: x =x W:= ) -W: co5 r =Fr1 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' (Zane 2r-. x L =x W:- } -W: cos r =Frzr Product Approval F (Zone 3e: x L =x W j -W: cos r =Fne Product Approval F' (Zone 3r: x L =x W:= ) -W.- cos r =F a, Product Approval F' Description Where to Obtain Information Sym6ni Where to find Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r from applicabletable In RAS 127 or by an engineering analysis i prepared by PE based on ASCE 7 Mean Roof Height - - H Job Site ---- --- - ---- Roof Slope B Job Site :Aerodynamic Multiplier - - Product Approval f - Restoring Moment dueto Gravity Mg Product Approval 'Attachment Resistance Required Moment Resistance Minimum Attachment Resistance_ Required Uplift Resistance Average Tile Weight Tile Dimensions- INIr Product Approval AAs Calculated F Product_A_ppraval Fr W L- length W =width the building official at the time of Calculated I Product Approval Product Approval permit application. All calculations must be submitted to