The URL can be used to link to this page

Home My WebLink AboutROOFING PERMIT INFORMATION SHEET ILUCCM �0� �•YfL ST. LUCIE Wr)9, ,Ke.Py ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEETgpO:.�vWO�-Odx REVIEWED FOR Florida Building Code 7th Edition (2020) CODE COMPLIANCE Based on Section 1525 of the Florida Building Code-Buildin ® g�® y INSTRUCTION PAGE ��° �' �CIE � ees 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 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 A,B,D 1,2,4,5,6,7 Shakes 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 Roof1nfoFeb21 Rev Feb 18,2021 ST LUCIE WORKS oSectionneral Information) Master Permit No. Process No. Contractors Name: e►`�w� r` w(icense# CC C l 3 .3 /3a b Job Address . 7� b".�9� . Sa�• c�dL &T_ &/, 1`�.�/_ d !��J ROOF CATEGORY ow Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance E I'Reroofing ❑Recovering -ROOF SYSTEM INFORMATION ,q Low Slope Roof Area(SF) !/0Z Steep Sloped Roof Area(SF) /ti Total(SF) /6y 0 Section B(Roof P n) Sketch Roof Plan: Illustrate all levels and ctions, roof dra' scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identi y dimensions of elevated pressure zones and location of parapets. (61 7 r ST. LUCIE WORKS Section C ( w Slope Roof) Surfacing: Fill ins e ' c?roof assembly components and identifyFastener Spacing for Anchor/Base Sheet Attachment: P Y P a cturer; Zone 1':—" oc @ Lap,#Rows—®"oc (If a component is not use idef tify a "NA") Zone 1:—" oc @ Lap, / �� S #Ro s—®— System ManuGO facturer: Zone 2:—"oc @ Lap,#R ws ®"0 �j //_��_ Qa �f Zone 3:_.._."oc @ ap,# ow ®"o0 Product Approval No.: L. �(/ " Number of Fasten r er I ula io Board: 4 Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: r C� _(� p Zone 171 Zone 1: -!q Zone 7-0-0-Ine 1-917. Illustrate Components Noted and Details as Applicable: Max. Design Pressure�frQm the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: ((�� Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping,Etc.. Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material,Material'Thickness,Fastener 4f Type,Fastener Spading or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: c Anchor/Base Sheet&No.df Ply(s): -ram � / aAnchor/Base Sheet�Fast �r/Bonding Material: FT. Insulation Base Layer: A Base Insultation Size and Thickness: R- /A n 7 Parapet Base Insulation Fastener/Bonding Material: b Y ,~ P� Height .� 1� Top Insulation Layer: D �5 4C Top Insulation Size d T ick essVaterial: J FT. f I Top Insulation Fas ener/Bo ing q AA � Mean Base Sheet(s)&No.of Ply(s): .5"�V— s-ry / Roof Base Sheet Fastener/ ending Material: Q�s� Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/B nding Material: H-Top Ply: $-A /� � tylo /, i Top Ply Fastener/Bonding Material: �A ST. LUCIE WORK Section D (Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: 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: Type Underlayment Roof Slope: 42 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: Adhesive Type: Type Cap Sheet: Mean Roof Height: Roof Covering: Type&Size Drip Edge: ST. LUCIE WORKS 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 acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _x?L = _�_ Mg: =Md Product Approval Mi (Zone 2e: xIL _ -Mg: =M Product Approval Mf (Zone 2n: • x A = --Mg: =M,2,, Product Approval Mf- (Zone 2r: _x)L _ -Mg: =M,g Product Approval Mf (Zone3e: x; _ _�-Mg: =Mrae Product Approval Mf, (Zone 3r: ' x)L _ ___a-Mg: =Mrs 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* 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. 32.8 34.9 6:12 26.4 28.0 29 30.5 32.4 7:12 1 24.4 1 25.9 1 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile syste s • For Uplift based tile systems use Method 3.Compare the values fo F'with 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 attac ent m is acceptable. Method 3"Upl ft Based Tile Cal ulation Per RAS 12T (Zone 1: x L =x W:= )-W: c r = 1 Product Approval F' (Zone 2e: x L =x W:= )-W: os r - r2e 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 r2r Product Approval F' (Zone 3e: x L =x W:= )-W: cos r -Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product App,7,oval F' Where to Obtain Information Description Symbol Where to find 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 6 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.