HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETL- CLL
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
i
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
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
1,2,3,4,5,15,7
Wood Shingles and
Shakes
j 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 j
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)
i__7.
Any Required Roof Testing/Calculation Documentation
.-L
Form RooflnfoFeb21 Rev Feb 18, 2021
NE.
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: ��%r C��/
dam+ License #
�C-C- j
Z zi�
2' �S Z IV LA-1
Job Address
ROOF CATEGORY
D ow Slope
❑ Mechanically Fastened Tile
❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles
❑Metal Panel/Shingles
❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair
❑ Maintenance
❑ Reroofing
❑Recovering
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) 2-O O Steep Sloped Roof Area (SF)
y�
'IVIA
Total (SF) 2-00
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 prey:'jre zones and location of parapets.
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: ?D q47/466 L,�5A
Product Approval No.: 40",,
Design Wind Pressures, From RAS 128 Or Calculations:
Zone i':-32Zone 1: —6AI Zone 2: Org/Zone 3: -•Jl5
Max. Design Pressute, from the specific product approval
system: — 11-2 •5
Deck:
Type: WD {
Gauge Thickness;
Slope:
Anchor/Base Sheet & No. df Ply(s):.>,p%U gyasyt'J,O45e
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layet: fA
Base €nsultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer,
Top Insulation Size and
Top Insulation Fgsteher/$oAding Material:
Base Sheet(s) & N, prply(s):
Base Sheet Fastener/Bonding Material,
Ply Sheet(s)' & No. of Piy(s): fl1ti{ 5AV
Ply Sheet Fastener/Bonding Material:
V�
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing; N /A
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1': " oc @ Lap, #f Rows 4 0 "ac
Zone 1• " oc @ Lap, # Rows @ `f "oc
Zone 2" oc @ Lap, # Rows @ "oc
Zone 3�" oc @ Lap, ## Rows @ 2L "cc
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, Pzraptr t€rtht�H441gt e#-��g/�ase-
�, Component�laterial, Material' Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
,5A? 3 5 H M
FT.
i
Parapet i
Height —
s, g
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:—Zone 2e:—Zone 2n:_Zone 2r:—Zone 3e:—Zone 3r:
Roof Slope:
: 72
Ridge Ventilation?
Deck Type:
Type Undedayment: l
Spacing:
Cap Sheet: I
Roof Covering:
Type & Size Drip
Edge:
m
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, 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.
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
_xx_=
(Zone 2e:
_ x %-=
(Zone 2n:
-x l--
(Zone 2r:
-xl-=
(Zone3e:
-xR-=
(Zone 3r:
_x�.-_
-)-Mg:-=Mn-
-)-Mg:-=M,
-
Product Approval M
Product Approval Mr
Product Approval Mf
Product Approval Mf
Product Approval Mf
Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mf
M, required Moment Resistance*
Mean Roof Height Roof Slope
15'
20'
25,
30'
40'
2:12
( 34.4
36.5
3&21
39.7
42.2
3:12
32.2
34.4
6.o
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
( 5.9
27.1
29.2
30.0
*Must be used in conjunction with a list of moment sed the systems
For Uplift based tile systems use Method 3. Compare he 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 th the attachment method is acceptable.
Method "Uplift Base Tile Calculations Per RAS 12T
(Zone l: x L =x W:= ) -W: cos r =Fn Product Approval F'
(Zone 2e: x L =x W:= ) -W: cos r� Fr2e_ Product Approval F'
(Zone 2n: x L =x W:= ) -W: cos r =F,2� Product Approval F'
(Zone 2r: x L =x W:= ) -W:
(Zone 3e: x L =x W:= ) -W:
(Zone 3r: x L= x W:
r =Fa, Product Approval F'
r =Fr3e Product Approval F'
X=Fr3r Product Approval F'
where to O Obtain Information
Description
Symbo
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, e, 3r
3
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
B
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M,
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.