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Home My WebLink AboutROOF PERMIT INFORMATION SHEET- r L 't1i 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: Required Sections of Attachments Required Roof System the Permit Application See List Below Form LowSlopeAppllcation A, B, C Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, 8, D 1A4,5,0,7 - Concrete or Gay Tile A, B, D, E 1,2,3,4,5,fi,7 1 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and A, B, D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,6,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page I I_ 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings I — 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 7 Form RooflnfoFeb21 Rev Feb 18, 2021 Section A (General Information) Master Permit No. Process No. Contractors Name foaStj(0 GOQ34 LUZ-frni License# Gcc13'110653 Job Address -7 9 CO 6 3_ 4fwA s R8 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑Metal Panel/Shingles OWoodShingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance ® Reroofing 0 Recovering . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) _ Total(SF) I'7 S 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. MMEMNIM MEMO MEN ENEENEW EMMEME ME EMENEEME JIM SIT 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 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: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':—" oc @ Lap, # Rows_ O _ o0 Zone 1—" oc @ Lap, # Rows _ O"oc Zone 2:—" oc @ Lap, # Rows _ O "oc Zone 3:_" oc @ Lap, # Rows_ O "cc ' 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.. 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: I FT. Top Insulation Fastener/Bonding Material: Mean Base Sheet(s) & No. of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)' & No. of Ply(s): Ply Sheet Fastener/Bonding Material Top Ply: Top Ply Fastener/Bonding Material: ST. LUCIE Section D (Steep Slope Roof System) Roof System Manufacturer: Z�CO 51) Notice of Acceptance Number: FG io'kfa —qzI Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1:S? Zone 2e:—Zone 2n:one 2r:�_Zone 3e: 94 Zone 3r: ` Y Deck Type: I r►�) y Type Undedayment rl n t k Roof Slope: S : 12 Insulation: , Fire Barrier: RidgeVentilrar�tion7 Fastener Type&Spacing: Omyxi Vc.Dli Adhesite type: Type Cap Sheet Mean Roof Height: Roof Covering: I!5 Type BSize Drip Edge: ST. LUCIE Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the Mi 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 X_= _ Mg: _ _ Md _ Product Approval M (Zone 2e: _x 1. _� _ Mg: - = Mr4 _ Product Approval Mr (Zone 2n: _ x .'L __ _ I _ Mg; _ = Mm, _ product Approval M, (Zone2r: _x;L_= _)-Mg;_=Md_ Product ApprovalMi (Zone 3e: -x A,= J - Mg; _ = M,a, _ product Approval M (Zone3r: -x1L_a Mg: Mrs Product ApprovalM, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval Mf _ M, required Moment Resistance' - Mean Roof Height Roof Slope 15' 20' 25' 3p - 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 -T 26.4 28.0 2.9.4 _ 30.5 32.4 _ 7:12 -'- ---t -- - 24.4 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 F, 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 =F,i Product Ap proval F' (Zone 2e: x L_ x W;=_) -W; cos r =Fr2._ Product Approval F' (Zone 2n: xL= xW:=_J-W; Cos =F,2"_ Product Approval F' (Zone 2r: x L =x W:= ) -W: cos r =Fr2r_ Product Approval F' (Zone 3e: x L= x W:=_) -W; cos r =Fr3._ Product Approval F' (Zone 3r: x L_=x W:= ) -W: cos r =F,3,_ Product Approval F' Whereto Obtain Information Description _ - - _ -Symbol -7- -- -- -- Wheretofind - -- Design Pressure Mean Roof Height _ Zones 1, 2e, 2n, 2r, 3e, 3r H ~ From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 IJob Site -- _ Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance _ I _ a Mi _ Mr Job Site Product Approval Product Approval Product Approval - Required Moment Resistance - Me i - -- -- Calculated_ Minimum Attachment Resistante_ Required Uplift Resistance Average Tile Weight Tile Dimensions I F_ F, W L= length W =width Product Approval Calculated Product Approval i Product Approval �l All calculations must be submitted to the building official at the time of permit application.