HomeMy WebLinkAboutAPPROVED7205 Marsh Ter_Eskesen_SLCRoofInfoSheetST. irUCIE
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:
Roof System
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
Low Slope Application
A, B, C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
1,2,4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1,2,3,4,5,6,7"
Wood Shingles and
Shakes
A, B, D
1,2,4,5,6,7
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
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
3,
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
Master Permit No.
Contractors Name:
Job
❑ Low Slope
❑ Asphaltic Shingles
New roof ❑ Repair
Low Slope Roof Area (SF)
Section A (General Information)
Process No.
# CCC !3U Uo30
ROOF CATEGORY
XMechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
❑ Maintenance
.ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF)
❑ Mortar/Adhesive Set Tiles
❑Wood Shingles/Shakes
❑ Reroofing ❑ Recovering
Total (SF) 2
3y98b
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 N I�
Section C (Low Slope Roof)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.:
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': Zone 1: Zone 2: _Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—"
oc @ Lap, # Rows— @ —" 00
Zone 1:_"
oc @ Lap, # Rows — @ " oc
Zone 2:—"
oc @ Lap, # Rows — @ "oc
Zone 3:_.,_."
oc @ Lap, # Rows— @"oc
Number of Fasteners Per Insulation Board:
Zone 1': Zone 1: Zone 2: Zone 3
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.,
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material' Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: ] a'
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:iWlone 2e:j , . jZone 2n: u�Zone 2r:��Zone 3e: 2•9Zone 3r: — •9
Deck Type:
Type Underiayment: S
R f Slope:
' 42 Insulation: JA
Fire Barrier: I Q /a
i ge Ve111 aticn? Fastener Type & Spacing: �$ $�-.
Adhesive Type: %ie O ktI
Type Gap Sheet:
Mean Roof Height: _ Roof Covering: j f e- — S 1
Type & Size Drip X
Edge:
ST LUCIE
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 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:
_ x ?,,^
= _) -- Mg:
= M,1 _
Product Approval Mi
(Zone 2e:
x %_
= _) - Mg:
= M,, _
Product Approval Mt
(Zone 2n:
x X_
_) -Mg.
= M,2, _
Product Approval Mf
(Zone 2r:
_ X X
= - Mg:
= M,Z,._
Product Approval Mf
(Zone 3e:
X%+,_=
_)--Mg:
Mft-.-
Product Approval Mf
(Zone 3r:
x x--
--- ) - Mg:
= Mes,
Product Approval Mf.
Method 2 "Simplified Til Calculations Per Table Below" �7
Required Moment of Resistance (Mr) From Table Below Product Approval Mf�I
Mr 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
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
1 24.4
125.9
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 =Fr9r 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
B
lob Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M,
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.