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Home My WebLink AboutProject Information ofnIST. LUCIE ORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET a ; VuL I.t ' D) FOR Florida Building Code 7th Edition (2:020)) .••, Based on Section 1525 of the Florida Building Cocle—iBO ilding -` IN PAGES coumr COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: - i'lLE Copy Required. Sections of Attachments Required Roof System the Permit Application See List Below Form - Low Slope Application A, B,C 19 4,567 f Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A, B, D i'2458 Concrete or Clay Tile A, B, D, E 1234;5i7 Metal Roofs A,B, D j�24.56 Wood Shingles and A, B, D 1 -.4567 Shakes Other As Applicable 1234„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 i ST. LUCIE WORKS Section A(General Information) Master Permit No. Process No. Contractors Name:� ,5 Z��rv(21A&fi2ii�6& tZlC License# Job Address 3�DIo \Stil t�1' Jec y t.1-� ►� tPw'Y7/.-c �(i v� `—��] De(t-GG'W_1FD �` ROOF CATEGORY ow Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Asphaltic Shingles El Panel/Shingles ❑Wood Shingles/Shakes BU Prescriptive -RAS 150 p R ROOF ROOF TYPE_ ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) ot012 Steep Sloped Roof Area(SF) 5_ZV- Total(SF) [Z;7D 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. 's ST. LUCIE WORKS Section C (Low Slope Roof) Surfacing: UIM jce a4"U&u_ Fill in specific roof assembly components and.identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer a- Zone 1':— oc @Lap,#Rows (If a component is not used,identify as"NA") Zone 1:r." oc @Lap,#Rows System Manufacturer: q?,,-,j , Zone 2:—." oc @ Lap,#Rows �- i Zone 3:—" oc @ Lap.,#Rows— Product Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Y9-'P -3Z 5' — 717, 1 Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: - W. O Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping, Etc., Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: C p L�(� D Flashing,Component Material,Material'Thickness, Fastener If - Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: 2 (cam Comply with RAS 111 and Chapter 16.. Slope: (�lZ Anchor/Base Sheet&No.df Ply(s): EUS-c?j rLC-5- Sr4V FT. Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Material: 9 Mean Base Sheet(s)&No.of Ply(s): v Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: VD(% ae'NC Top Ply Fastener/Bonding Material: �p Q,6u 'G!/mac pan/ ST....L. UCIE. WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: ' r o "r7" 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: a1'0 b�� -, C--2 _ 61, 3 24,5' Dddk'i'ype: �L Type:Unde:layinen`t Roof Slope: Fire Barnet: �- Ridge Ventila5an? Fastener Type Spacing: OFF AdhepkVq Type: Type Cap Sheet: MeanR'da Heighit: f D Ft- RoofCodefing � �� StEWlst� Type Sipe Drip. 2 lz ` Edge: - L� �5'r ST. LUCIEWORKS 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 Mr 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 ,. Product Approval Mi Product A roval Mf(Zone 2e: X?4 pP -j-lam (Zone 2n: .1i = _j =Mg: =N1� Product Approval Me (Zone 2r: X1L: _ _j"=Mg: _ Product Approval Mf (Zone 3e: Product Approval Mf (Zone 3r: "' x` ,- Y-W.- Nr 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 31.6 32.8 34.9 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 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 Fr 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 =Frl Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Fr2.e 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 =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 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. Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved. Building Information � (1011) Finished Area:0 SF Gross Sketched Area:580 SF Exterior Data Building Type: DGAR Grade: DG Year Built:. 1970 Effective Year: 1970 No.Units: 0 Primary Wall: Cone Block Secondary Wall: Roof Cover: Roll Comp Roof Structure: Gable View: Frame: Story Height: 1 Story Interior Data Bedrooms: 0 Full Baths: 0 Half Baths: 0 Primary Int Wall: Primary Floors: Avg Hgt/Floor: 0 Heat Type: Heat Fuel: Electric: A/C%: 0% Heated W 0% Int Sprinkler W N/A% 60-0 s V\fZ Pc r r a S-�70 Fr ....... All information is believed to be correct at this time,but is subject to change and is provided without any warranty. 0 Copyright 2021 Saint Lucie County Property Appraiser.All rights reserved.