HomeMy WebLinkAboutInstruction Page� 'cL ST. LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
REVIEWEDOR
Florida Building Code 7th Edition (2020)®DE COMPLIANCEBased on Section 1525 of the Florida Building Code - Bull ing
INSTRUCTION PAGE ST. LUCIE COUNTY
R®CC
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
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
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
t C®pv
ST. LUCIE WORK
Section A (General Information)
Master Permit No. Process No.
Contractors N ame: V 4n L. ' License #
Job Address—"D 3 � A. � \ ,y� la JPf f �J l J
ROOF CATEGORY
W w Slope ❑ Me hanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑Asphaltic Shingles etal Panel/Shingles bWood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) �5'00 Steep Sloped Roof Area (SF) Total (SF)9,S 0c7
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` , identify as "NA")
System Manufacturer: \2-y Q C'Z
Product Approval No.: Lt
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1':�' Zone 1: "emu Zone 2�zaone %i,%
Max. Design \\Pressure yfrom the specific product approval
,
system: W — LL
Deck:
Type:_' V3I (Uc c>OS'
Gauge Thickness:
Slope: %Cj /17
Anchor/Base Sheet & No. df Ply(s):4S Q-\q 9A�
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 fo chor/Base Sheet Attachment:
Zone VQ 1, n—c @ Lap, # Rows_ @ " 00
Zone 1:--" oc @ Lap, # Rows — @ — oc
Zone 2 @ ." oc @ Lap, # Rows — @ " oc
Zone 3:--" oc @ Lap, # Rows_ @ " oc
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..
FILE � 0 PA,,
ST. LUC1E WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: q�f ' xe 0"-AEE:�
Notice of Acceptance Number: 3
Minimum Design Wind Pressures, If Applicable .��(From ��RAS 27 or Calculations):
Zone 1:25bone 2e&Mne 2n:�aMone 2r:4.A7one 3 7 Zone 3r:
Roof Slope:
12
Ridge Ventilation?
`1n.ay_e_
Deck Type:
Type Underlayment
Insulation:
Fire Barrier: bft
Fastener Type & Spacing: -. lfl 06 !� y
Adhesive Type:
Type Cap Sheet:
Mean Roof Height: (71 1\Roof Covering:
Type & Size Drip •a�
Edge:
aim LIJCIE'�1lt�
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 Mf values
are greater than or equal to the Mrvalues, for each area of the roof, then the tile attachment method is acceptable.
(Zone 1:
(Zone 2e:
(Zone 2n:
(Zone 2r:
(Zone 3e:
(Zone 3r:
Method 1'Moment Based Tile Calculations Per RAS 12T
_x2.
_ -�-Mg:
=Mn-
x2,_=
_)-Mg:
=Mac-
xX-=
_i_Mg:
=M�-
X %
- = _) -- Mg:
= Me".
Product Approval M,
Product Approval Mf
Product Approval Mf
Product Approval Mf
Product Approval Mf
Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height Roof, So
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
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
1 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
(Zone 2e:
x L
=x W:=
) -W:
cos r_=
Fr2e
(Zone 2n:
x L
=x W:=
) -W:
cos r
=Fr2n
(Zone 2r:
x L
=x W:=
) -W:
cos r
=Fr2r
(Zone 3e:
x L
=x W:=
) -W:
cos r
=Fr3e
(Zone 3r:
x L-=
x W:=_
) -W:�
cos r
=Fr3r
Product Approval F'
Product Approval F',
Product Approval F',
Product Approval F',
Product Approval F',
Product Approval V.
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
Me
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
MB
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
All calculations must be submitted to the building official at the time of
permit application.