The URL can be used to link to this page

Home My WebLink AboutROOFING PERMIT INFORMATION SHEET`r" LLB L r<R 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 Required Sections of the Permit Application Form Attachments Required See List Below 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 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 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 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 Master Permit No. Con Job ❑ Low Slope Asphaltic Shingles ❑ New roof ❑ Repair i Low Slope Roof Area (SF)" Section A (General Information) Process No. Lv °' License # Tort P ��, ,; F1, M-q � I ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance Reroofing ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) ❑ 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. — - -7 i i 1 i � I I 1 I I � ` s f ! eagleview- Premium Report 7/28/2021 Claim: P8117578 Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 3/12 E N s w Note: This diagram contains labeled pitches for facet areas larger than 20.0 square feet. In some cases, pitch labels have been removed for readability. Blue shading indicates a pitch of 3/12 and greater. 2005-2021 Eagic Vim Tcchnologlr_., Inc. and Pictomctry Intcrnntionol Corp. All Rights Reserved — Protected by European Fntent Appllcntlon No. 10152199.3 — Co—etl by one or inure of U.S. Patent N— 8,078,436, 8,145,578; 6,170,840, 8,209,152; 8,515, 125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 5 ST. L U I E 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 V: _ Zone 1: Zone 2: Zone 3: Max. Design Pressure, from the specific product approval system: Deck Gauge Thickness: Slope: Anchor/Base Sheet & N f Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: =T Base Insultation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: t: Top Insulation Fastener/Bonding Marial: Base Sheet(Ztene . of Base Sheetr/B Ply Ply T1 Ply: r s)' & No. of Ply(s): Fastener/Bonding Material: p Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Attachment: Zone 1':_....." oc @ Lap, # Ro @ "oc Zone 1:—" oc @ Lap, #,, ws @ ° oc Zone 2:—" oc @ Lap,,# Rows @ "oc Zone 3:—" oc @ Lap, # Rows @ 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' Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. ST. LU IE Section D (Steep Slope Roof System) Roof System Manufacturer: 1 '`y D Notice of Acceptance Number: 19 I 1 12.0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: VIA wood Roof 51ope: Type Underlayment: _ Y 12 Insulation: Fire Barrier: Rid � nti ti ? Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Mean Roof Height: Roof Covering: u'hi ngl ,(/ Type & Size Drip Edge: M-00-1 f ST. LUCI Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. if the Mf values are greater than or equal to the Mrvalues, for each area of the roof, then the tile attachment method is accepiable. Method 1 'Moment Based Tile Calculations Per RAS 12T (Zone 1: x 2L _ _) Mg: = Mr, Product Approval M (Zone 2e: . x 2, _ ) — Mg: = M," Product Approval Mf (Zone 2n: x = ) -- Mg: — M _ Product Approval Mf� (Zone 2r: x _ ) — Mg: = Me __ _ Product Approval Mf r (Zone 3e: x _ _) — Mg: = M,3e Product Approval INC-- (Zone 3r: ` x _ — Mg: = MrST Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below *' Required Moment of Resistance (MA From TahlP Ralnw Dr^A u^+ A—1 ne. r i Mr required Moment Resistance* Mean Roof Height Roof Slope 1 0' 25' 38.2 36.0 33.8 31.6 29.4 , r0' % 39.7 ` 37.4 35.1 32.8 30.5 40' 42.2 39.8 37.3 34.9 32.4 2:12 34. 3:12 32.2 4:12 0.4 2 5:12 .4 3 6:12 7:12 24.4 28.0 5.9 27.1 28.2 30.0 I-- uc uacu III wI IJUII ,twn wnr nst of moment Dasea tue systems • For Uplift based tile systems use hod 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 the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= ) -W: cos r =Fri 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' (Zone 2r: x L =x W:=) -W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:= ) -W: cos r =11'r3,,Product Approval F' (Zone 3r: x L =x W:= ) -W: cos r =Fr3 r Product Approval F' re to Obtain Information Description Sy I Where to find From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Design Pressure Z s 1, n, 2r, 3e, 3r Mean Roof Height H Roof Slope 9 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment du Gravity Mg Product Approval Attachment Resista Mf Product Approval Required Moment sistance Minimum Attac ent Resistance Mg Calculated F' Product Approval Required Upli esistance Fr Calculated Average Tile ight W Product Approval Tile Dimen ns L = length W = width Product Approval All calcul ns must be submitted to the building official at the time of permit application.