HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETCC4 LaCe
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ST. LUCIE kft1CRKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code's 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 ANDATTACH 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
124A%7
Concrete or Clay Tile
A, B, D, E
1,2,3,4 r„y6,7
Metal Roofs
A, B D
12A4 6 6T
Wood Shingles and
Shakes
A, B,D
124AS7
Other
As Applicable
12,3,4,5,8,7
ATTACHMENTS REQUIRED As Anolicahlel-
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 Appr val
5.
Municipal Permit Application
6.
Owners Notifcation for Roofing Considerations
(Reroofing Only)
7. 1
Any Required RofTeStlr9/C.1C.I.tiDnDocumentation
Form RooflnfoFeb21 Rev Feb 18, 2021
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 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, k Rows_ ®,= co
Zone 1:_"
oc @ Lap, If Rows _ ®_ oo
Zone 2:
oc @ Lap, S Rows _ 0 _' w
Zone 3:_"
oc @ Lap, If Rows_ ® _' oo
Number of Fasteners Per Insulation Board:
Zone 1':_Zone 1oZone 2:_Zone 3:_
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
CounterRashing, 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 "NORKS
Section D (Steep Slope Roof System)
Roof system Manufacturer: OWENS CONRING DURATION
Notice of Acceptance Number: FL#10674.1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:---7A-Zone 2e:. 74 Zone 2n:-110ffione 21:108 Zone 3e:10$.7one 3r:-12S
\TypeOODnt PEEL&STICK-OWENS OWENS CORNING TRI-BLIILTPLY3g539.1
Roof 5bpe12ner:ener Type&Spacurg: •FIELD IN' PERIMETER. BD RINGAdhesive Type:
Type Cap Sheet•Roof Covering: SHINGLES
Type & Sim Drip ixp^
Edge:
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 M, If the Mr values
are greater than or equal to the M, values, for each area of the (roof, then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _Xa=—Mg:_=Mu_ Product Approval Mr
(Zone 2e:_xx_=— Mg: _=Ma,_ Product Approval M•
(Zone 2n: Mg:_-Mct,_ Product Approval Mr
(Zone 2r: _X),_=—)—Mg;—=Mm_ Product Approval Mr
(Zone 3e: :—Xl = I- Mg: _=M,a,_ Product Approval M,
(Zone 3r: _x )._= _)— Mg: _=Mat— Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below—Prndurt Annrm,cl RA,
M, required Moment Resistance-
Roof Height Roof Slope
15'
NY
20'R27.1
3d
40'
2:12
34.4
36.5
39.7
42.2
3:12
32.2
34.4
37.4
39.8
4:12
30.4
32.2
35.1
37.3
5:12
28.4
30.1
32.8
34.9
6:12
26.4
28.0
30.5
32.4
7:12
24.4
25.9
28.2
30.0
•---• -_ ---- ,::—uu:n...un wmu. a nsc or moment oasea one systems
For Uplift based tile systems use Method 3. Compare 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 ofthe roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: _x L_=x
W:=_J _W; cos r_ Fn_ Product Approval F'
(Zone 2e:_xL
xW:=___j_W cos r_ Frze Product Approval F'
(Zone 2n:_x L_=xW:=j_W;
cos rFrm Product Approval F'
(Zone 2r: _x L
x W:=_) -W: cos r= F,z, Product Approval F'
(Zone 3e: _x L=
x W:=__j -vy; cos r F,3, Product Approval F'
(Zone 3r: _x L
=x W:=_--j _W; cos r= F,,,_ Product Approval F'
Where to Obtaln lnf rmation
Description
Symbol
Where to fntl
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 AKE 7
Mean Roof Height
H
Job Site
Roof Slope
B
JobSlte
Aerodynamic Multiplier
a
Product
Approval
Restoring Moment due to Gravity
Me
Pro
uct Approval
Attachment Resistance
Mr
Pro
uct Approval
Required Moment Resistance
Mr
Ci0ulated
Minimum Attachment Resistance
F'
Pro
Juct Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L=length W=width
I Product Approval
All Calculations must be submitted to the building official at the time of permit application.