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Home My WebLink AboutRoof Info Sheet(1) �r.du�Gr ST. LUCIE WORKS p o 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 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 12,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs D 1,2,3,4,5,6.7- Wood Shingles and A,B,D IA4,5,6,7 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 RooflnfoFeb21 Rev Feb 18,2021 ST. LUCIE WORKS Section A (General Information) Master Permit No. r, Process Not Contractors Name: v0 `"� �"�� I l�)1/l_License# Job Address` �' 1C �C1n�� ROOF CATEGORY ❑Low 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 \v`� Maintenance 4roofing ❑Recovering ,')J ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) '� Steep Sloped Roof Area(SF) Total(SF) C25o0 F2 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. i. � I I � i I � I _ I ST. LUCIE WORKS Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet At chment: manufacturer Zone 1':—"oc @ Lap,#Rows .00 (If a component is not used,identify as"NA") Zone 1:—"oc @Lap,#Rows ®,°00 System Manufacturer: Zone 2:—"oc @ Lap,#Row —®;(M Product Approval No.: Zone 3:_._.."oc @ Lap,#R ws—®— Number of Fasteners Pe Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zon Zone 2: Zone 3: Zone 1':_Zone 1: Zone 2:_Zone 3: Illustrate Comp nents Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocki , Gutter, Edge Termination, Stripping, system: Flashing, ontinuous Cleat, Cant Strip, Base Flashing, Deck: Counte ashing,Coping,Etc.. Indica e: Mean Roof Height, Parapet Height, Height of Base Type: Fla ing,Component Material,Material'Thickness,Fastener Gauge Thickness: T pe,Fastener Spacing or Submit Manufacturers Details that omply 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: Pare pet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding terial: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bond' g Material: Height Ply Sheet(s)'&No.of ly(s): Ply Sheet Fastener onding Material: Top/Fstener/Bonding Top Material: Fl m G m c N ,J&) m - Z C CL u N L r4 Q o 4 c c O M C V N � j cr O co c v cMM w o v a ; T aCLi ro 3 0 $ W ` " N Y f6 v Q� r I rG U a) Q. •• m V 0 as 4 s` _ 8 a N E rI/ 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 Mr.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;,__ _Mg; =Md_ Product Approval M, (Zone2e: _x;,_= _�-Mg:_=M,2._ Product Approval Mf- (Zone 2n: xX_,_.__ _)-Mg:_=M,,_ Product Approval Mf (Zone2r: -x.._= _j-Mg:^=Me_, Product Approval Mf (Zone3e: xX_= -�"Mg--=Mej, Product Approval Mf (Zone3r: =xk^= Mg:_=M,&- Product Approval M 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 .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. 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 r 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 tile at chment method is acceptable. Method 3"Uplift Based T'a 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 =Free Product Approval F' (Zone 2n: x L =x W:= )-W: s r =Fr2" 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 =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find From applicable table in RAS 127 or by an engineering analysis Design Pressure Zon 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval E ed Moment Resistanc Mg Calculated um Attachment Re stance F' Product Approval Required Uplift Resista ce Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width Product Approval All calculations st be submitted to the building official at the time of permit application.