HomeMy WebLinkAboutRoofing Permit Information SheetS`Y4 LLI cLL= --
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ST. LUCIE
OF
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Cade 7th Edition (2020)
Based on Section 1525 of the Florida Building Code - Building
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SF
EET
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 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
Concrete or Clay Tile `
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1,43,4,5,6,7
W�o�l�gles and
A, B, D
12,4,5,6,7
Shakes
Other
As Applicable
12 3 4 8 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
KS
ST. LUCIE
Section A (General Information)
Master Permit No.
Process No.
Contractors Namej:gA �V"51 � 61 Liccensse tt GCS
Job Address
❑ Low Slope
❑ Asphaltic Shingles
❑ New roof ❑ Repair
LJ
i
ROOF CATEGORY
❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set
2'(Aetal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE. PfAiA.l
❑ Maintenance D'Reroofing ❑ Recov
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) f//.l Steep Sloped Roof Area (SF) Total
31/� �otwq "#- k-wo kowu/5eoktl+ns djl� rrx4
J Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and c
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locati
'SUo
rflow drains.
of parapets.
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y v
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r
ST. LUCIE
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 a
system:
Deck:
Type:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bondin 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
Zone 1':—" oc @ Lap, # Rows_— Zone 1:—" oc @ Lap, # Rows — o0
Zone 2:—" oc @ Lap, # Rows — — 00
Zone 3:—" oc @ Lap, # Rows— o0
Number of Fasteners Per Insulation Boa d:
Zone 1':_Zone 1:—Zone 2: Zone 3:—
Illustrate Components Noted and Details as Applicable:
Woo locking, Gutter, Edge Ter nation, Stripping,
Fla m Continuous Cleat, Cant St ip, Base Flashing,
C me a hing, Coping, Etc.
In icat can Roof Height, Parapet H fight, Height of Base
FI h g, Co onent Material, Material Thickness, Fastener
Ty , astener pacing or SubmitManu ct urers Details that
Co ly with RA 1 11 and Chapter 16..
Parapet
Height
Mean
Roof
Height
ST. LUCIE
Section D (Steep Slope Roof System)
w
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:—'?q Zone 2e:- 1q Zone 2n"f"�Zone 2r'I one 3e:-10Zone 3r: — 11:'
Deck Type:
Type Underlayment "per' WT
Roof Sbpe: S U Bo Peel
t fi
( ' 12 Insulation: N �}
3:12
Fire Barrier: InJ I lik
RidgeVentilaticn7 Fastener Type &Spacing: rl yy rf �,v,9S /.i.c•1S
1�1 u
Adhesive Type: I t� l
Type Cap Sheet: I N
Mean RooFHeight: g \Roof Covering: - Y,MPA=
Type & Size Drip
Edge: c
ST. LUCIE .-VORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the value from Mr. If the Mf values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method ii acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: x)L—
(Zone 2e:
_xJl—=
(Zone 2n:
—xl.—=
(Zone 2r:
—XX—=
(Zone 3e:
—x2.—=
(Zone 3r:
_xl—=
—)—M9:—=Ma-
- I—M9:—=Ma•-
--J—M9:—=Mm,-
-1—M9:—=M*-
-1- MD:
—= Mr+-
1—MO:—=M0—
Product Approval ML
Product Approval M
Product Approval M
Product Approval Mf
Product Approval M
Product Approval Mi
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mr
M, required Mom4kVt Resistance"
Mean Roof Height Roof Slope
35' 20'
25'
30'
2:12
34.4 .5
38.2
39.7
4
2
3:12
32.2 3 4
36.
37.4
3
8
4:12
32.
33.
35.1
3
3
5:12
30.1
A24
31.6
32.8
3
9
6:12
28.0
29.4
0.5
3
4
7:12
24.4 5.9
27.1
28.2
3
0
*Must be used in conjunction with a list of m ent
ed t e syst ms
• For Uplift based tile systems use Method 3. Co pare th es fo F'
with t values for F, If the F' v
lues are greater than or
equal to the
Fr values, for each area of the roof, t
n the the a ach
nt method is acceptable.
Method 3 "Upli
Based Tile Calcul
ions Per RAS 12T
(Zone 1:
x L= x W:=) -W:
c s r =Fri
Product Approval F'
(Zone 2e:
x L_=x W:=1-W:
c sr =Fr2e_
Product Approval F'
(Zone 2n:
x L= x W:= ) -W:
cos r =FrZ"_
Product Approval F'
(Zone 2r:
x L= x W:= ) -W:
cos r =F,a_
Product Approval F'
(Zone 3e:
x L= x W:= ) -W:
cos r =Fr3•_
Product Approval F'
(Zone 3r:
x L =x W:= ) -W:
cos r =Frk_
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 eng
prepared by PE based on ASCE 7
neering analysis
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mr
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mr
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.