HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET5
ST. LUCK WORKS
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 Requlrea
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
i
A, B, D
IA4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2A4,5,6,7
Metal Roofs
A, B, D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A, B, D
1,2,4,6,6,7
Other
As Applicable
1,2,3,4.5.6,7
ATTArwh/IPnITC RFni IIRFn As ADollcable):
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:
FRANK LEO License# CCC1328402
Job Address 2211 NW Seagrass Dr
�/ ROOF CATEGORY
®
❑ Low Slope Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles ❑ Metal Panel/Shingles Mood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering
ROOF SYSTEM INFORMATION 3406
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3406 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 WQBKS
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: N/A
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':-11 oc @ Lap, # Rows ® "oc
Zone 1:—" oc @ Lap, # Rows @ "cam
Zone 2:—.._." oc @ Lap, # Rows @ "O
Zone 3:—" oc @ Lap, # Rows_ @ -- oC
Number of Fasteners Per Insulation Board:
Zone I': -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, Mated al' Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
FT.
Parapet
Height
ST. LUCIE WORKS;
Section D (Steep Slope Roof System)
Roof System Manufacturer:
CROWN
Notice of Acceptance Number:
FL17330-R4
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: I CDX
Type Underlayment POLYGLASS TU/PLUS MAX
Roof Slope:
12 insulation: N/A
Fire Barrier: N/A
Ridge Ventilation? Fastener Type & Spacing: 1 2 1 /2 " RS 8D
N/A
Adhesive Type: BULL
Type Cap Sheet: N/A
Mean Roof Height: 15 Roof Covering: FCrown Tile Flat
Type & Size Drip X3 . 2hGA�_1
Edge:
§T1 LV91E WORKS
Section E (Tile Calculations)the values
For Moment based tile systems, choose either Method 1 or 2. Comopa then thee the ltile aett �cr with hment from
method is acceptable.
Mf values
are greater than or equal to the Mrvalues, for each area of the roof,
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: X X - Mg: = Mr,
Product Approval M�
(Zone 2e: x % Mg; Mee
Product Approval Mf
(Zone 2n: X k --) '" Mg: = Mr�,
Product Approval Mf-
(Zone 2r: _ X =.� - Mg: M Product Approval Mf
(Zone 3e: x ? _ -) ' Mg: = M& Product Approval Mf-
(Zone 3r: x _ _ Mg: = M,,3, - Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below 26.4 Product Approval Mf 51.7
*
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 1
32.2
30.4
34.4
32.2
i 36.0
I 33.8
37.4
35.1
39.8
37.3
4:12
28.4
30.1
31.6
32.8
34.9
5:12
6:12
26.4
28.0 29.4
1 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 Fr If the
F' values are greater than or
• For Uplift based tile systems use Method 3. Compare the values for F' with
the values
equal to the Frvalues, 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 =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 =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
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
Mean Roof Height
H
Job Site
Roof Slope
6
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
F,
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.