HomeMy WebLinkAboutInstruction Page Section A-B & Dal
ST LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
RECEIVED
Florida Building Code 7th Edition (2020) MAR 2 3
Based on Section 1525 of the Florida Building Code - Building 2022
INSTRUCTION PAGE St. Lucie County
Permitting
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 Shingles
,, . A, B, D, E
1,2,4,5,67
Concrete or Clay Tile
I 1,2,3,4,5,6,7
-Metal Roofs
A, B, D
1,2,3;4,5;6;T
I'
Wood Shingles and
Shakes
A, B, D
1,2,4,5,6,7
Other
As Applicable
1,Z3.,4,58,7 F'LE'
ATTACHMENTS REQUIRED As Applicable):
I
1.
Fire Directory Listing Page
2.
From Product Approval:
RE
CODE
Front Page
Specific System Description
STLUCIE.
Specific System Limitations
General Limitations
J
Applicable Detail Drawings
�7-
v�
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
' COPY
IEWE® FOR
OMPLIANCE
COYN ®CC
'3 -01Y.I:
Form RooflnfoFeb21 Rev Feb 18, 2021.
,ST LUCIE WORKS
Master Permit No.
��Mdc.k
Process No.
Contractors Name: (�A 76rN6g2442��i,<rt� LL(_i License # �' �GUS'5 ��� / G02�
Job Address 2 341) Ll,L—
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
l'Asphaltic Shingles ❑ Metal Panel/Shingles Mood Shingles/Shakes
❑ Prescriptive BUR-RAS 1S0
ROOF ROOF TYPE_
❑ New roof ❑ Repair ❑ Maintenance (Reroofing ❑ Recovering
.ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)Total (SF).
Sketch Roof Plan: Illustrate all levels an on , roo rains, scuppers, overflow scuppers and overflow drains. -
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
It 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, # Rows
® "or,
Zone 1:—"
oc@ Lap, # Rows
® "00 '
Zone 2:—"
oc @ Lap, # Rows
® "0 '
Zone 3:—"
oc @ Lap, # Rows
@ "0
Number of Fasteners Per Insulation Board:
Zone 1': 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, Material' Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
Roof
Notice of Acceptance Number:
115� I.o Lt >?�[
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1'.` 1.6Zone 2e"�Zone 2n:13K Zone 2FM4zone 3e:: .Zone 3r:—�S- `(
Deck Type: [ N Gt FL-1ey dn�
Type Underiayment 30 �,A�(L
Roof Slope:.
12 Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet
Mean: Roof`Height: Roof Covering:
e & Size DripV�,,,�
ie:
2 i �ixc�
ST L.UCIE 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 Mf. If the Mr values
are greater than or equal to
the Mrvalues, for each area of the roof, then the tile attachment method is acceptable.
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
X) = Mg; =Mn Product Approval M,
(Zone 2e:
xX = _)-Mg =Mr2s Product ApprovalMf
(Zone 2n:
x h = _) Mg: = Mom, _ Product Approval Mf
(Zone 2r:
x i! _ _) - Mg: =.Mo Product Approval Mf
(Zone 3e:
xM9: =M&.. Product Approval Mf
(Zone 3r:
x)L_ ----.) - W. `^ Mir Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Renuirerl Moment of Resistance (Mrl From Table Below Product Approval Mf
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 '
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
29.4
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 Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr If the F' values are greater than or
equal to the Fr 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 =Frze Product Approval F'
(Zone 2n: x L =x W:= ) -W: cos r =Frzn Product Approval F'
(Zone 2r: x L =x W:= ) -W: cos r =Frzr 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
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 ASCE 7
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
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W =width
Product Approval
I All calculations must be submitted to the building official at the time of permit application.