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HomeMy WebLinkAboutAPPROVED ROOF INFO 5009 PINE TREE (1)Ll! ALL ST. LUCIE 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 Low Slope Application Prescriptive BUR-RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes other Required Sections of the Permit Application Form A, 8, C A. B, C A, B, D A, B, D, E A, B,D A, B, D As Applicable Attachments Required See List Below 1,2,3,4,5,6,7 2,4,5,6,7 1 2,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 12,4,5,6,7 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 19, 2021 ST. LUCIE Section A (General Information) Master Permit No. Process No. Contractors Name: 1�+ C 1�flLicense Job Address ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile © Mortar/Adhesive Set Tiles ❑Asphaltic Shingles JgMetal Panel/Shingles QWood Shingles/Shakes 0 New roof ❑ Repair Low Slope Roof Area (SF) 0 Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance Reroofing ROOF SYSTEM INFORMATION Steep Sloped Root Area (SF) 0 Recovering Total (SF) 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. ■■■■■ MEN ■■i ■■■■■■!�� ■ ■■■■ ME■■■■■■ri■ i■■■■■■ ■ ■■26■r■■■W.I_■■■ IN t■■■■ ■�■■■®■■■�■■■■■lam■■ ■ ■■■■M®■■■■■■■■ 1M■■ �a■■■■■■■■■����MOMMMM ST. LUCIE 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 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— @ _' cc Zone 1:_—" cc @ Lap, # Rows _ @ _' cc Zone 2:—" oc @ Lap, # Rows _ @ _' cc Zone 3:_" oc @ Lap, # Rows— 0 _" oc 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' Thl ckness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT, FT. Parapet Height Mean Roof Height ST. LUCIE Section D (Steep Slope Roof System) Rnof SystJ System Manufacturer: N%Q^ �Or Notice of Acceptance Number: Minimum Design Wind Press resI If Applicable (From RAS 127 or Calculations): Zone 1:( one 2e: Zane 2n:_.Zone 2r:---2one 3e: Zone 3r: - Deck Type: Type Underiayment: Roof Slope: 1 2 Insulation: l Fire Barrier: Ridge Verdia6on? Fastener Type & Spacing: F all ev-" Sc-re, Adhesive Type: Type Gap Sheet: L! i Mean Roof Height: Roof Covering: �`t r t, Type & Size Drip Edge: -- ST. LUCIE Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mi with the values from M,. If the M, values are greater than or equal to the M, 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)L_= _)- Mg: _=Mn_ Product ApprovalM (Zone 2e; _x;L_= _ I- Mg: _=My_ Product ApprovalM, (Zone 2n: _xl_= _I- Mg: _=M�_ Product ApprovalM, (Zone 2r; _xl_: _j- Mg: -M,- Product ApprovalM, (Zone 3e: _xl_= _I - Mg: _=Mrs,_ Product ApprovalMi (Zone3r: -xl_= _ I- Mg: _=M,a_ Product ApprovalMi Method 2 "5implified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval Mi _ M, required Moment Resistance' 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 -- 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 r 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 F, values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: _x L_ x W:=_) -W: cos r=F„ Product Approval F' (Zone 2e: _x L_ x W:=) -W:_ cos r= F,z._ Product Approval F' (Zone 2n: _x L= x W:=_) -W: cos r= Fn"_ Product Approval F' (Zone 2r: x L =x W:=_) -W:_ cos r= F,r,_ Product Approval F' (Zone 3e: x L_ x W:=_) -W:_ cos r= F,3•_ Product Approval F' (Zone 3r: x L_ x W:= ) -W:_ cos r_-F.n,_ Product Approval F Where to Obtain Information Description Symbol Wheretofind 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 a Job Site Aerodynamic Multiplier _ 1 a Product Approval Restoring Moment due to Gravity Mr Product Approval Attachment Resistance IUt Product Approval Required Moment Resistance Ms Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F. Calculated Average Tile Weight_ W Product Approval Tire Dimensions L=length W. width Product Approval All calculations must be submitted to the building official at the time of permit application.