HomeMy WebLinkAboutNAUGLE roof infoWas �
o i
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
Asphaltic Shingies
A, B, ❑
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, p
Wood Shingles and
Shakes
A, B, D
1,2,4,5,6,7
1,2,5,4,5,6,7
Other
As Applicable
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.
Munlcipa! Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing only)
7.
Any Required Roof Testing/Calculatibn Documentation
Form Roof nfooFeb21 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
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': _ Zone 1: _ Zone 2: _Zone 3: _
Max. Design Pressure, from the specific product approval
Deck:
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, # Rows_ ®_ o0
Zone 1—" oc @ Lap, # Rows—*— ao
Zone 2—" oc @ Lap, # Rows _ ® _' 00
Zone 3—" oc @ Lap, IfRows® _' o0
Number of Fasteners Per Insulation Board:
Zone 1':_Zone 1:_Zone 2:_Zone 3:—
Illustrate Components Noted and Details as Applicable:
Woodblockin& 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, Material' Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
S1 LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: JA TAYLOR ROOFING EDGE-LOC 1" STANDING SEAM
Notice of Acceptance Number: NOA:18-1023.17
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone I: -67 Zone 2e:=67—Zone 2n:]4 Zone 2r:-677 Zone 3e:-115 Zone 3r: -74
7Typpe
�:unRoof
pe:6 12InsuWtlon:
7Fwt',
er:RWgeVerdiletlon7 nef Type & SpeCing: 6" FIELD / 4•' PERIMETER, 80 RING S NK NAILS
Adhesloe Type: .
\ Type Cap Sheet I
Mean Roof Height: 15' FT \ Roof Covering: METAL
\\\f�Type &Size Drip 2"x212"
Fr1nn•
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mfvalues
are greater than or equal to the Mrvalues, for each area of the roof, then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _xl a _)— Mg: _=Ma_ Product Approval M,
(Zone 2e: _x2._= _)— Mir. _=Ml Product ApprovalM
(Zone 2n: _xl_= _)— Mg: —=Mm— Product ApprovalM
(Zone 2r _x i_. I—Ift M„_ Product Approval Mf
(Zone 3e: x)_= 1—Mg:_=1i Product ApprovalM
(Zone 3r: _x i_= _ I— Mg: _=My_ Product ApprovalM
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below —Product Aodreval M—
d Moment Resistance'
20'
25'
30'
40'
36.5
38.2
39.7
42.2
17:12
7up
34.4
36.0
37.4
39.8
32.2
33.8
35.1
37.3
30.1
31.6
32.8
34.9
28.0
29.4
30.5
32.4
25.9
27.1
28.2
30.0
-must be used In conjunction with a list of moment based tile 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 F, values, 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_=Fa• Product Approval F'
(Zone 2n: —x L_=x W:=_(-W: cos r=Fa"_ Product Approval F'
(Zone 2r: _x L_=x W:=-W: cos r=Fa, Product Approval F'
(Zone 3e: x L= x W:=_) -W: Cos r Frs._ Product Approval F'
(Zone 3r: x L= x W:=_� -W:_ cos r F,3, Product Approval F'
Where to Obtain Information
Description
Symbol
I Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
Fro
pre
applicable tab le in RAS 127 or by an engineering analysis
red by PE based on ASCE 7
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 Resista nce
Mr
Product Approval
Required Moment Resistance
Ms
Calculated
Minimum Attachment Resistance
F'
Proluct
Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Pro
uct Approval
Tile Dimensions
L=length W=width
Pro
uct Approval
All calculations must be submitted to the building official at the time of permit
application.