HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET IL
?o a ST. LUCIE 'NORKS
1> A
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
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 i,2,3,4;6,8,7
Prescriptive BUR-RAS SSO A,B,C 2,4,5,6,7
Asphaltic Shingles A,B,D
Concrete or Clay Tile A,B,D,E 1,&3,4.%6,7
Metal Roofs A,B,D L2,3,4,6,6,T
Wood Shingles and A,B,D 1,2,4,6,8,7
Shakes
Other As Applicable 1,2,3,4,6,6,7
ATTACHMENTS REQUIRED As Applicable):
r3.
Fire Directory Listing Page
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
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
ST. LUCIE 'NORKS
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_@—a
(if a component is not used,identify as"NA") Zone 1:_"oc @ Lap,#Rows_@_00
System Manufacturer: Zone 2:—"oc @ Lap,#Rows—@_00
Zone 3:_"oc @ Lap,#Rows—@_"tm
Product Approval No.:
Number of Fasteners Per Insulation Board:
Design Wind Pressures,From RAS 128 Or Calculations: Zone 1':—Zone 1:—Zone 2:—Zone 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: 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
Ff.
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Instillation Size and Thickness: Parapet
Base Insulation Fastener/Bonding Material: Height
Top Insulation Layer:
Top Insulation Size and Thickness: M
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:
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: JA TAYLOR ROOFING EDGE-LOC 1" STANDING SEAM
Notice of Acceptance Number:NOA:18-1023.17
Minimum Design Wind Pressures, If Applicable(From RA5 127 or Calculations):
Zone 1: -57 Zone 2e:-101 Zone 2n: Zone 2r;-P19 Zone 3e:--J2$Zone 3r;
Deck Type: LPLYWOOD
Type Underlayment ELF AQHEREQ IJNQERLAYMENT Tp PQLYGLASS MTS FL#5259.7
Roof Slope:
�s : 12
Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type&,Spacing: 1 6"FIELD/4" PERIMETER, 817 RINGS NK NAILS
Adhesive Type:
Type Cap Sheet:
Mean Roof Height: 1 FT Roof Covering: METAL
Type&Size Drip 2"X 2 112"
Edge:
ST. LUCIE WORKS
Section E(Tile Calculations)
For Moment based file systems,choose either Method 1 or 2.Compare the values for M,with the values from Mr.If the Mtvalues
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: -Xl-= _ I-Mg:-=bin_ Product ApprovalM
(Zone 2e: ,-XA_= _)-Mg;-=Mo,_ Product ApprovalM
(Zone 2n: '_xA_= _)-MIT,-=Mm,- Product Approval
(Zone 2r: _.Xx_= ]-Mg:-=M,,_ Product Approval Mt
(Zone 3e: --X).-= -Mg:-=Mo.__ Product Approval Mt
(Zone 3r: =x).-= .- -Mg:-=Mai- Product ApprovalM
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(Mr)From Table Below.Product Approval Mt__
M,required Moment Resistance*
Mean Roof Height Roof Slope 15' 20' 25' 30' 4U'
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 F,If the "values are greater than or
equal to the F,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=F,z_ Product Approval F'
(Zone 2e:_x L.=xW:=_)-W:_cos r =Frz•_ Product Approval F'
(Zone 2n:_x LxW:=___-)-W:_cosr =Fao_ Prod uct Approva l F'
(Zone 2r:lx L=x W:=_)-W:-Cos r_=Fn,_ Product Approval F'
(Zone 3e: x L_xW:=_ -W:-cos r_=F,a._ Product Approval F'
(Zone 3r._x LxW:=_)-W:_cos r_=F,a_ Product Approval F'
Where to Obtain Information
Description Symbol Where to fiM
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]
Mean Roof Height H Job Site
Roof Slope 0 Job Site
Aerodynamic Muhiptier a Product Approval
Restoring Moment due to Gravity Ma Product Approval
Attachment Resistance Mt Product Approval
Required Moment Resistance Ma Calculated
Minimum Attachment Resistance F' Product Approval
Required Uplift Resistance F, Calculated
Average Tileweight W Product Approval
Tile Dlmensians I I lensmW=width Product Approval
All calculations must be submitted to the building official at the time of permit application.