The URL can be used to link to this page

Home My WebLink AboutRoof info sheet �` !_o GCs1C�[1 ST. LUCIE WORKS Q s � 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 �� Q�Q�... COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING;EET 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 1,2A4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D 12,4.5.8.7 Concrete or Clay Tile A,B,D,E 1,2,%4,5,6.7 Metal Roofs A,B,D 1,43,4,5,6.7 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 RooflnfoFeb21 Rev Feb 18,2021 SST. LUCIE WORKS Section A (General Information). Master Permit No. Process No. Contractors Name: %.ke"c License# Job Address —I<>tO \.3 o Od \g.�dS 17N�C. _ �'Tic 1�:uY.c $LAC%57- ROOF CATEGORY ❑Low Slope ❑Mec nically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles &Ketal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ ❑ New roof ❑ Repair ❑ 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. ST. 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 Noe (If a component is not used,identify as"NA") Zone 1:—"oc @ Lap,#Rows 0 700 System Manufacturer: Zone 2:—" oc @ Lap,# Rows ® "o Product Approval No.: Zone 3:—." oc @ Lap,#Rows 0 woe 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): 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: t ST. LUCIE WORKS 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: one 3r: .TV Deck Type: 1 2 ,vn c�N Type UnderlaymentN�v Roof Slope: —' 12 Insulation: Fire Barrier: RidgeVNiI Win? Fastener Type&Spacing: screw,, vv, Cx'%NU - /V 10" Adhesive Type: Type Cap Sheet 2;Aa�t Cs�p Mean Roof Height: Roof Covering: � �TA L Type&Size Drip 3 �/ —7i 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 Mt.If the Mf values are greater than or equal to the Mr 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)L = _�—MF =Md Product Approval Mi (Zone 2e: xa = ��—Mg =M.0 Product Approval Mf— (Zone 2n: X Ma. Product Approval Mf (Zone 2r: Xa. = MIT =M& Product Approval Mr (zone 3e: X) = —M9 =M, Product Approval Mf (Zone 3r: X)'—= M9* =k4o Product Approval Mc 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' 1138.2 ' 30' 40' 2:12 34.4 36.5 39.7 42.2 3:12 32.2 34.4 0 37.4 39.8 4:12 30.4 32.2 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 the 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 the 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 =Frz" 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. Allied Building Products Corp. Property owner Report April 22, 2021 790 Woodlands Dr, Fort Pierce, FL 34952-8206 In this 3D model,facets appear as semi-transparent to reveal overhangs. Report Details Property Details Report Contents Report:39820437 Longitude= -80.3303021 Images................................................1 Claim Info: 408072 Latitude = 27.3440768 Notes Diagram.....................................4 Online map of property http•//maps 000gle com/macs?f=g&source=s a& hl=en&aeocode=M=790+Woodlands+Dr Fort+Pi erce,FL,34952-8206 Contact: Jamie Schuddekopf Company: Allied Building Products Corp. Measurements provided by www.eagleview.com Address: 701 S Market Ave Certified Accurate Fort Pierce FL 34982 www.eaQieview.com/Guarantee.aspx Phone: 772-466-3461 ` E')2008-2021 Eagle View Technologies,Inc.and Pictometry International Corp.-All Rights Reserved- Covered by one or more of U.S.Patent Nos.8,078,436;8,145,578;3,170,840;8,209,152; 8,515,125;8,825,454;9f135,737;8,670,961;9,514,568;8,818,770:8,542,880;9,244,589;9,329,749.Other Patents Pending, 790 Woodlands Dr,Fort Pierce,FL 34952-8206 April 22, 2021 Notes Diagram Roof facets are labeled from smallest to largest(A to Z)for easy reference. E C H F D B A I , J L K w s N E e� e..:a,!,U;ew Te Ino S_.es,,:2.,$d P5ct n,9 35 ,-tcnaQi - ,..- .. Report: 39820437 L��-� 'raa e flew?e�to n� s r and P tr y Inter a! na Corp.Cu —AID Rights t Reserved c erect by one 5r r e e Of�i Pat n �cs. .. 9,51Y Sys,S,S1S,7- ,S,542,88G,9,24,`+3. 9,119,may.C7.hE!r2..nt5 _ndno. Allied Building Products Corp. __. - Page 4