HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETST. LUCIE
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
41[eial 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
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
ST. LUCIE WORKS
Section A (General Information)
Master Permit No. Process No.
Contractors Name: -Du lCI f, ,,Lf,ara License # CL,C 133 Z 3H �
Job Address 32'40 [4a+ er t�& • T--e)y"+ C eA-Ce,.P t::( 344gg1
ROOF CATEGORY
❑ Low Slope ❑� /Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑Asphaltic Shingles a Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance "teroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) /A/7 A Steep Sloped Roof Area (SF) 6Z3'b O Total (SF) c2 3 0 0
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.
LC 3
3e _ HI
B
i
ST. LUCIE WORKS
Section D (Steep Slope Roof System) t/ /
Roof System Manufacturer: '/V?ga Al C' /-r ��4�, GGc
Notice of Acceptance Number:
FL, " 2 -7 y qq . aA
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:5'Zone 2e:-5�' Zone 2n:—q k Zone 2r:— q1_Zone 3e7:: Zone 3r: 1Z$
Deck Type:
Type Underlayment: — % 95 U 3 b
Roof Slope:
12 Insulation: IvI A
Fire Barrier: j1/ `k
Ridge Ventilation? Fastener Type & Spacing: r N P- L
Adhesive Type: AIIA
Type Cap Sheet:
Mean Roof Height: a0' 10 Roof Covering: Q'Y ' 5V
Type & Size Drip aX
Edge:
ST. LUCIE VORKS
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 Materia .
Insulation Base Layer:
Base Insultation Size and Thicknes
Base Insulation Fastener/Bonding atena .
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— ® "0
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,
Flamm 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 E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mr 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:
—xiL—=
(Zone 2e:
=xk_=
(Zone 2n:
—x)L—=
(Zone 2r: ._.x
).—=
(Zone 3e:
—06—=
(Zone 3r:
—x)L—=
--J—Mg:—=Mn—
_� — Mg:
—' Ma• -
-) — Mg:
— = Me+—
J—Mg:—=MM-
-� — Mg:
— = Mrs, —
Product Approval M.
Product Approval Mr
Product Approval Me
Product Approval Mf
Product Approval Mf
Product Approval M+
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
6.5
38.2
39.7
42.2
3:12
32.2
34.
36.0
37.4
39.8
4:12
30.4
2.
33.8
35.1
37.3
5:12
28.4
3
31.6
32.8
34.9
6:12
26.4
i&A
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 mom t based tile systems
• For Uplift based tile systems use Method 3. Com re the values for F' with the values for F, If the F' values are greater than or
equal to the Fr values, for each area of th roof, the the tile attachment method is acceptable.
Meth%o r 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1:
x L
x W:= )
(Zone 2e:
x L=x
W:= )
(Zone 2n:
x L=
x W:= )
(Zone 2r:
x L
=x W:= )
(Zone 3e:
x L
=x W:
(Zone 3r:
x L=
x W:=
cos r
=Fr
Product Approval F'
cos r
=Fr2e
Product Approval F'.
cos r
=Fr2n_
Product Approval F'.
cos r
=Fr2r
Product Approval F',
cos r
=Fee
Product Approval F'.
cos r
=Fer_
Product Approval F',
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones , 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
Mg
Product Approval
Attachment Resistance
Mr
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.