HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETu c, i re ; n,
ST. LUCIE 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 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
sphaltic Shingles
kA,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
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
bT% LUCIE WORKS
Section A (General Information)
Maser No.
Contra tors Name:
` ^�. License #
Job Address � � S61kjA (�c� I u 1 1 C i'vm 1/
❑ Low Slope
*phaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
Process No.
3�1 s
rr p1loc
❑ Mortar/Adhesive Set Tiles
❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ Maintenance �eroofing
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) k f
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Recovering
Total (SF) _ I, 0W +
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.
"�N\o j
MGirl n(ll,iye,
4:Iz SI6Pe
IUS(�aK
ST. LUCIE WORKS
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: — 1 v Y VV�ll� 1A License #.'
Job Address l'.0 1 i` " -Nr ' 1.� � O
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
�A�phaltic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
�� ' ❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance )Qeroofing ❑ Recovering
. ROOF SYSTEM INFORMATION �1 j
Low Slope Roof Area (SF) _� V Y� Steep Sloped Roof Area (SF) (� V k 1 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 WORKS
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 P
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding aterial
Ply Sheet(s)' & No. of /ing
Ply Sheet Fastener/BoMaterial:
Top Ply:
Top Ply Faster)6r/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base
Zone 1':—" oc @ Lap, # Rows
Zone 1:—." oc @ Lap, # Rows
Zone 2:—." oc @ Lap, # Ro
Zone 3:—" oc @ Lap, # ws
Shee ttachment:
@ _ o0
@ = (V
_@_ oo .
@ — oo .
Number of Fasteners Pe nsulation Board:
Zone 1': Zone Zone 2: Zone 3:
Illustrate Compo nts Noted and Details as Applicable:
WoodblockinZinuous
Gutter, Edge Termination, Stripping,
Flashing, C Cleat, Cant Strip, Base Flashing,
Counterfla ing, Coping, Etc.,
Indi cateyfAean Roof Height, Parapet Height, Height of Base
Flashi Component Material, Material' Thickness, Fastener
p , TyFastener Spacing or Submit Manufacturers Details that
C mply with RAS 111 and Chapter 16..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer. l _!'y N1IN% N z t- L\
Notice of Acceptance Number: FL J—T 4
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Callc�utlla bns):
Zone 1:�Zone 2e:_—Zone 2n: `oS� Zone 2r: k�,4one 3e: io
—yaoCA —yII a
Rocl Slope:
12
Ridge Ventilation?
Mean Roof Height:
Deck Type:
Type Ur
Insulation: �}p
\ Fire Barrier:)
ne 3r: ,l ��
Fastener Type & Spacing: V (r, I .
Adhesive Type: F
\ Type Cap Sheet
Roof Covering:
113
Type & Size Drip C T z I
Edge. ( � C�
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 Mt, If
are greater than or equal to the M,values, for each area of the roof, then the the attachment method is acceptab�
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone1:
_xX_Mg;
-®M,t_
Product Approval M!
(Zone2e:
_xX_,;_• _�-Mg:
_wM,e,_
Product Approval M
(Zone 2n:
_,x)l_a _)-Mg:
•M,s,_
Product Approval Mr
(Zone 2r:
- x fir_. _) - Mg: _,
a Ms, _,
Product Approval Mi
(Zone 3e:
`,X).-- - Mg.
-- Mft -,_,
Product Approval Mr
(Zone 3r:
= X %-O .._-1- Mg:
-C4 Mo-
Product Approval
Method 2 "Simplified Tile
Calculations Per Table Below"
Required Moment of Resistance
(MA From Table Below
Product
Approval Mf
Mr required Moment Resistance'
Mean Roof Height Roof Slope
15'
20'
25'
40'
2:12
34.4
36.5
38.2
9.7
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
25.9 -1
29.4
30.5
32.4
7:12
24.4
27.
28.2 1
30.0
*Must be used in conjunction with a list of moment based tile
• For Uplift based tile systems use Method 3. Compare the val
equal to the Fr values, for each area of the roof, then the tile
Method Y"UpriftBased:,
(Zone 1: x L =x W:= ) W:(Zone 2e: x L =x W:= ) W:(Zone 2n: x L =x W:= ) W:(Zone 2r: x L =x W:= ) W:(Zone 3e: x L =x W:= ) -W:(Zone 3r: x L =x W:= ) W:
e Mi values
sf6r F' with the values for Fr If the F' values are greater than or
achment method is acceptable.
Calculations Per RAS 12T
=Fr1 Product Approval F'
_=Fr2e Product Approval F'
F02 Product Approval F'
Fr2r Product Approval F'
Fr3e Product Approval F'
Fr3r Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zon 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
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment du%Gra
Me
Product Approval
Attachment Resistanc
Mr
Product Approval
Required Moment Res
Me
Calculated
Minimum Attachment
F'
Product Approval
Required Uplift Resist
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.