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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET O ST. LUCIE WORK :w g �,�. lele Copy CIE COUNTY ROOFING PERMIT INFORMATION SHEET ZA EViWED FOR RECEIVED CODE C;OMPUARS(Ra Building Code 7th Edition (2020) AUG 3 0 2021 CIE c®�,� ection 1525 of the Florida Building Code-Building ��" INSTRUCTION PAGE $t,Woia County LULOCO y[(� Perrin'tting 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 1,3,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5.8,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,6,fi,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 S. 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. UICIE WORKS Section A(Genera! Information). Master Permit No. Process No. Contractors Name: ��1�- EU(A —License# C(f-C I �� Job Address � cl-3 0 cT5°'` -Te/,r 1" ❑Low Slope (1:3:Mechanically ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ❑M ❑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) 5(®0 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. ® C KcStT L"U01 y o LL. ...... I I _LLI ILI ST.SLUCIE WORKS Section C(L w Slope Roof) Surfacing: Fill in specific r f assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—" oc @ Lap,#Rows C@ Boo (If a component is no used,identify as"NA") Zone 1:—"oc @ Lap,#Rows @ "co System Manufacturer: Zone 2:_.._."oc @ Lap,#Rows @ °oc Product Approval No.: Zone 3: ' "oc @ Lap,#Rows @ "0 Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 1 Or Calculations: Zone 1':—Zone 1: Zone 2: Zone 3: Zone 1': Zone 1: Zone 2: one 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific p duct 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 Gauge Thickness: Type,Fastener Spacing or Submit Manufacturers Details that 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: 4 `\ FST. LUCIE WORKS } Section D (Steep Slope Roof System) ccs Roof System Manufacturer: I Notice of Acceptance Number: r 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: Gj C Type Underlayment Rao pe: 12 Insulation: Fire Barrier: R5 se ltenti(ation? Fastener Type Spacing: L10 G 4 G rD (v\dA 5oD A-ec)n-�2 Adhesive Type: 5c(---Q-j U 04 ` Type Cap Sheet Pee` I OL- e e Mean Roof Height: Roof Covering: Le Type&Size Drip Edge: Seceaon EIT�Caleuiat�ansb<` 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 Mr values,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RM 12T (Zone t: al n Lqt!_01s 11 -@ ,i,?G aatt 0p. Product Approval Ml � '? (Zone 2e; tt s 3u1 a t7_ i(e j- =MaA.li Product Approval M� 2- {Zone 2n: ,st&0 �23�j_ l ; .76 =PJ6,0 G {product Approval MF I&7 (Zone 2r, 9kb3al 2?:3 -NO:�=MV LvaG Product Approval Mt 16il (Zone 3e: ��Q, l = :, m � Product Approval M � ' (Zone 3r: n d•30i y _ �t7 =�:�1 1 Product Approval Me Method 2"Simplified Tile Calculations Per Table BOW Required Moment of Resistance(Mr)From Table Below Product Approval Mt.- Mr required Moment Resistance* -�-1 Mean Roof Height Roof Slope 15' 2D' 25' 30, -�� 40-- !� 2.12 34.4 _ 36.5 38,2 39.7 42.2 3:12 32.2 34A 36.0 � 37.4 V 39.5 .� 4:12 30.4 32.2 33.8 35.1 j 37.3 i 5:12 28.4 30.1 3I.6 , 32.8-�` 34.9 6:12 - 26.4 1 28.0 29.4 30.5 �" - 32.4 j 7:12 1 24.4 1 25.9 27.1 28.2 30.0^ *Must be used in conjunction with a list of moment based tile systems a 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 =tt W:= )-W: cost =F,3 Product Approval F' (Zone 2e: x L =x W: -W: cos r =Fr1e Product Approval F (Zone 2n: x L =x W:=___„_j-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 =Fne 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 RA5127 or by an engineering analysis prepared by PE based an ASCE 7 1 Mean Roof Height H Job Site Roof Slope _ 8 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg, Product Approval AttachmentResistance Mr Product Approval Required Moment Resistance M$ Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Calculated Average Tile Weight �� W Product Approval Tile Dimensions L=length W=width Product Approval y F_ All calculations must be submitted to the building official at the time of permit application. +;