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o f jCUET. LUCIE RECEIVED ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET JAN 2 6 2022 Florida Building Code 7th Edition (2020) St.,Lucie County Based on Section 1525 of the Florida Building Code-Building Permitting INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED Z�v BELOW: ql Required Sections of Attachments Requ fe Roof System the Permit Application See List Below Form Low Slope Application A, B,C 12,3,45 j 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;34,5,69-7 Metal Roofs A, B, D 1,2,3,4,5,67 Wood Shingles and A, B, D 1,2-A,5,6,7 Shakes Other As Applicable 19'2,3,4,5,6,7 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 ■ LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: CrI Notice of Acceptance Number: Minimum Design Wind Pressures, If Applic ble(From RAS 127 or Calculations): ��11`` Zone 1:�ZZone 2e gZone 2n: Zone 2r: laq�Zone 3e:�lZone 3r: Deck Type: Type Underlayment. Roof Slope:' 3 : �z Insulation: Fire Barrier, Ridge Venti[aion? Fastener Type&Spacing;i(g''F'dd/q,,pujm �- lS Adhesive.Type: 'TYAetap.Sheet: Mean Roof Height: &FT Roof Coverlrig.. '.Type&S'ize Drip` Edge: ' LUCIEWORKS Section A(General Information): Master Permit No.. -Process No. Contractors Name: License# Job Address ROOF CATEGORY Low Slope 13 Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles [Ketal Panel/Shingles Wood Shingles/Shakes 13 Prescriptive BUR-RAS ISO ROOF ROOF TYPE_ El New roof 0 Repair 0 Maintenance M.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. ... Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address:4780 SELVITZ RD Use Type:0100 Sec/Town/Range:05/36S/40E Account#:39107 Parcel ID:3403-502-0137-000-6 Map ID:34/05N Jurisdiction:Saint Lucie County Zoning:AR-1 Count i Ownership Salvador O Cendejas Luz M Cendejas 4780 Selvitz Rd Fort Pierce,FL 34981 Legal Description WHITE CITY S/D 05 36 40 S 1/2 OF LOT 75-LESS W 50 FT-(4.66 AC) (MAP 34/05N)(OR 2282-2614) Current Values Just/Market Value: $291,200 Assessed Value: $165,533 Exemptions: $50,000 Taxable Value: $115,533 Total Areas Property taxes are subject to change upon Finished/UnderAir(SF): 2,050 change of ownership. Gross Sketched Area(SF): 6,394 Land Size(acres): 4.66 • Past taxes are not a reliable projection of future taxes. Land Size(SF): 202,990 • The sale of a property will prompt the removal of all exemptions,assessment caps,and special classifications. Building Design Wind Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel:Download PDF© Speed Occupancy Category I H Ell&IV Speedo 160__ _ 3 _ Sources%links: _ All information is believed to be correct t t' t t � � T v one a this time;but is subject o change and is provided without any warranty. ©Copyright 2022 Saint Lucie County Property Appraiser.All rights reserved. i - T. LUCIE WORKS Section C(Low Slope Roof) Surfacing: 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 1:_" oc @Lap,#Rows ®:'- "oc. System Manufacturer: Zone 2: oc @ Lap,#Rows "oc Product Approval No.: Zone 3:—" oc @ Lap,#Rows °:oc Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: 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: 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 Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): N/A 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: Top Ply Fastener/Bonding Material: WORKS (v �a.S 11f 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 M,values,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;JL (N M Product Approval Mi (Zone 2e: X,X _ _)-Mgt_ =Mae Product ApprovalMf (Zone 2n: x.]. _)�-Mg -M� Product Approval Mf (Zone 2r: xA = _�-Mg: =M� Product Approval Mf (Zone 3e: x;X _ )--Mg� = . _ Product Approval Mf- (Zone 3r: xX Mra, Product Approval Mf Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,) From Table Below Product Approval Mf M,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 1 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 =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Free 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 =Fr2, 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 0 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.