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Home My WebLink AboutProject Information o ST. LU I E: O K ST LUCIE COUNTY ROOFING PERMIT INFORMAT.I., SFIEET 1M) r=:((3 r Florida Building Code 7th Edition (2020) P n�,; OUNTY Based on Section 1525 of the Florida Building Code'Building Eq INSTRUCTION PAGE ISO= COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING-SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: F11,,,E Copy Required Sections of Attachments Required Roof System the Permit Application See List Below Form - Low Slope Application A, B,C 12;3; ,5,67 Prescriptive BUR-RAS-150 A, B,C 2,4,5,6J Asphaltic Shingles A, B,D 124;587. Concrete or Clay Tile A, B, D, E 142;3 61-T Metal Roofs A, B, D 1,23;4,56? Wood Shingles and A, B, D 1.:245,67 Shakes Other As Applicable 12,34,56,7 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 RoofTesting/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 ST'. LUCIE WORK Section A (General Information) Master Permit No.. Process No. Contractors Name: 6tSFPr.)�/,(o%�w Y_�i1�ING1 LLB License# Job Address 37 D 6 �WS�nL4_) LtJ 'ri 3,L6 471 ROOF CATEGORY ow Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles 1f sphaltic Shingles ❑Metal Panel/Shingles OWood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE New roof ❑ Repair 0 Maintenance Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area(SF) 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. Section C(Low Slope Roof) Surfacing: rt i bt/mt�cet "t Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—" oc @ Lap,•#Rows ' (If a component is not used,identify as"NA") � Zone L•_." oc @Lap,#Rows ;W •` o ' System Manufacturer: - r ohs Zone 2:—." oc_@ Lap,#Rows �. Zone 3:—" oc.@ Lap;#Rows - 0 ' Product Approval No.: (, "�(�7 •-- Pi2�7 Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: `q.,o ; _3Z.4- �Sf�oi Zone 1':_Zone 1: Zone 2: Zone 3:jin 4 Illustrate Components.Noted and Details as Applicable: - Max. Design Pressure,from 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 b Type,Fastener Spacing or Submit Manufacturers Details that " Gauge Thickness: h� 1(I1 Comply with RAS 111 and Chapter 16.. Slope: Is>w Anchor/Base Sheet•&No. df P.ly(s)`. Anchor/Base Sheet Fastener/Bonding Material: FT. 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: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: IFD Top Ply Fastener/Bonding Material: f D 12G tEe Lc.C,4, cQi LUCIEWORKS Section D (Steep Slope Roof System) Roof System Manufacturer: C L �7) t-i-D Notice of Acceptance Number: L 3D�[ C7•� � l 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 'L i,vr Type,Underiaymeri _ L Roof Slope: —Z �2 . _ - - liisulation Fire Barrier: Rttlge Venti(afion? Fasferier Type Spac►ng `/cf Q Adhesive Type: Type Cap Sheep Mean Roof Height ('© FT- l Szv Roof Covenng i�wtrti,c�o�¢L-�tW fit:✓ Type Size D-rip- 2 Fi¢c r ST. LUCIEVORKS 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: XA _�� _ Product Approval Mi. (Zone 2e: XA, _ =}— _ _ Product Approval Mf (Zone2n: IV - ;_ Product Approval Mr (Zone 2r: x;7t _ _j k3g: =M�,. Product ApprovalMf (Zone 3e: X: .,_.= —) Mae Product Approval Mf (Zone 3r: VT 's- 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'r12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 WA 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 I 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 =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 =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 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 a 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 < (I of 2) Finished Area:2,340 SF Gross Sketched Area:3,724 SF Exterior Data Building Type: HC- Grade: C" Year Built: 1966 Effective Year: 1970 No,Units: I Primary Wall: Conc Block Secondary Wall: Roof Cover: Dim Shingle Roof Structure: Gable View: Frame: Story Height: 2 Story Interior Data Bedrooms: 4 Full Baths: 3 FILE Copy Half Baths: 0 Primary Int Wall: Drywall Primary Floors: Carpet Avg Hgt/Floor: 0 Heat Type: FrcdHotAir Heat Fuel: ELEC Electric: MAXIMUM A/C%: 100% Heated%: 100% Int Sprinkler%: N/A% 4 r � i. �s ,f Mr �. I{ 2 5ca� SvLTrcuJ 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.