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Home My WebLink AboutROOF INFO 771 LINDO LNST. LUCIE T. LLL= � .Ill1C! 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 l 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, 8, D. E 1,2,3,4,5,6,7 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 Iother As Applicable 1,2,9,4,6,8,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page i 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations l 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/CalculationDocumentation Form RoofinfoFeb21 Rev Feb 18, 2021 Section A (General Information) Master Permit No. Contractors Name: /r__?�SUfQ, r'.nas¢ 12ne Con n License N Job Address—_ -7 71 ❑ Low Slope A.Asphaltic Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 15 ROOF ROOF TYPE. ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Process No. ❑ Mortar/Adhesive Set Tiles ClWood Shingles/Shakes $ Reroofing ❑Recovering Total (SF) /965 Sketch Roof Plan; Illustrate all levels and sections, roof of (Roof drains, scu Include dimensions of sections and levels, clearly identify dimensions of elevated overflow pressure zonescuppers end locationvof parapets 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, N Rows_ @ _ o0 Zone 1_ " oc @ Lap, k Rows _ @ o0 Zone 2:_" oc @ Lap, N Rows — @ —'Or Zone 3—" oc @ Lap, N Rows— ®_ W ' 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. lid FT. Parapet Height Mean Roof Height ST. LUCIE Section D (Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: Fe- °A-ifo- RZ Minimum Design Wind Pressures, It Applicable (From RAS 127 or Calculations): Zone 1 6'7 Zone 2e:_Zone 2n:_Zone 2r:-81r, Zone 3e- Zone 3r: 9y Deck Type: I �f �y W o u Roof Slope:Type Underiayment I f7� / anc) 6f i t,k r� 12 Insulation: Fire Barrier: '4 n� Ridge Ventlation7 Fastener Type & Spacing: Orin: Rail Adheslve Type. Type Cap Sheet Mean Roof Height:-' Sao r; Roof Covering: Type & Slag Drip Edge: ST: LUCIE Section E file Calculations) For Moment based tile Systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, 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 k_ = _ ) - Mg: _ = Md _ Product Approval M (Zone 2e: _ x X _ _ _) - Mg: - = Mft _ Product Approval M• (Zone Zn: _ x 1-= _ j - Mg: _ = Mm, _ Product Approval Mr (Zone 2r: _ x X - _ -) _ Mg: - = M,a _ Product Approval Mi (Zone 3e: _ x 1, - _ - Mg: _ = M,a, _ Product Approval Mr (Zone3r: -xX Mg: Mar_ Product Approval Mr Method 2 "simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Ito+ _ M, required Moment Resistance" Mean Roof Height Roof Slope 15' I _ 20' 25t_ 40 J 2:22 34.4 _ 36.5 38.2 39.7 42.2 3:12 _32.2 _ 34.4 _+ 36.0 1 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 $4.9 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 moment based tile systems • For Uplift based the 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 the 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 Approval F' (Zone 2e: x L_ x W:= ) -W: cos r =F,2. Product Approval F' (Zone 2n: x L_ x W:=_-__) -W: cos r =Frlr Product Approval F' (Zone 2r: x L= x W:=_J -W; cos r =F,i,_ Product Approval F' (Zone 3e: x L_ x W:=_) -W; cos r =F,3r_ Product Approval F' (Zone 3r: x L= x W:=_) -W: cos r =F,3,_ Product Approval F' -Where to Obtain Information Description -Symbol T - -- - Wheretofind DesignPressure From applicable table in RAS 127 or an engineering analysis Zones 1, 2e, 2n, 2r, 3e, 3r by B 8 Ys prepared by PE based on ASCE 7 Mean Roof Height _ H lob site LRoof Slope I _ B lob Site - - Aerodynamic Multiplier _ a �Produa Approval- _-- 1Restoring Moment due to Gravity Ms Product Approval Attachment Resistance Mr _ - ItProduct Approval Required Moment Resistance Ms ( Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance -I- F -- --I _ r _ (Calculated Average Tile Weight �. IN _ Product Approval -- ___ Tile Dimensions L = length W =width I Product Approval � All calculations must be submitted to the building official at the time of permit application.