HomeMy WebLinkAboutAPPROVED, Permit Info Sheet77
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
Lour Slope Application
Ar C
1,2,3,4,6,6,7
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
I
A, B, D
Wood Shingles and
Shakes
A, B, D
1 A4,5,6.7
Other
As Applicable
1AA4,5,6,7
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
Section A elnera! Information)
Master Permit No_ Process No.
Contractors Name:C'A 1 License R ( C— Q'J OQ Lk
Job Address:
ROOF CATEGORY
Lo Mechanically Fastened Tile Mortar/Adhesive Set Tiles
haitic Shing� les17 Metal Panel/Shingles Wood Shingles/Shakes
Prescriptive BUR RAS 150 ROOF
ROOF TYPE
New roof Repair Maintenance eroofing Recovering
ROOF SYSTEM INFORMATION' � I ' c
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) L�S �ciG3 Total (SF) e J �/
U� i
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.
�71/0 vt-�
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 PM I i 1 a1 a ss
Product Approval No.: EL ) t.t.' J q �T
Design Wind Pressures, From RAS 128 Or Calculations-
Zone I` 7 Zone 1:"53•szone 2.70,11 Zone 3:
Max. Design Pressure, from the specific product
system:
Deck
Type:
Gauge Thickness.
Slope:_ ( 1/2 1 `Z
a
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:
Surfacing: no Yw — ':,E), ef Rd ��SrVQ
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':
" oc @ Lap, # Rows
Zone 1:
" oc @ Lap, # Rows
Zone 2:
" oc @ Lap, # Rows
Zone 3:
" oc @ Lap, # Rows
Number of Fasteners Per Insulation Board:
Zone 1': 1--lone 1: one 2,,' Zone 3✓-
approvalllustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Fdge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing. Counterflashing,
Top-- Insulation
Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener Bonding Material:
Base Sheet(s) & No. of Ply(S)7
Base Sheet F stener/B riding Material:
r�tile..,S�11�
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fa er/Bonding Material:
�.
Top Ply:
Top Ply Fastener/Bonding Material:
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 WORKS
Section D (Steep Slope
jRoof System)
Roof /
Roof System Manufacturer: lK� 1 }2� CA._ i-rf e's L ;
Notice of Acceptance Number: FL 3 b 31 0— IZ�,)
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): j
Zone 1:�Zone 2e:-Zone 2n:_Zone 2r: Tone 3e: Zone 3r ��r 11
Type Underlayment:
Rao Sbpe:
12
Ridge ation?
Mean Roof Height: 1 5
insulation:
Imo, P . I'L - C� -. , /l fl YU4ii es d
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type: TOW 2 -
Type Cap Sheet: �}
Roof Covering:
Type & Size Drip
Edge:
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the Mf
values are greater than or equal to the Mrvalues, for each area of the roof, then the file attachment method is acceptable
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone 1 : Product Approval M3
(Zone 2e- Product Approval M+
{Zone 2n: Product Approval Mf
(Zone 2r: Product Approval Mf
(Zone 3e: Product Approval Mf
(Zone 3r- Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Reauired Moment of Resistance fM.) From Table Relnw Prndurt Annroval M,
M, required Moment Resistance'
Mean Roof Height Roof Slope
15'
20`
25'
30'
40'
2:12
34.4
36.5
382
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
322
33.8
351
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 fist of moment based file systems
a 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 of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based -File Calculations Per RAS 12T
(Zone 1: x L =x W:= ) -W: cos r=Fr;- Product Approval F'
(Zone ter x L =x W:= -W: cos r =Fr2c Product Approval
F'
(Zone 2n: x L =x W:= } -W: cos r =Fr2r Product Approval
F'
(Zone 2r- x L =x W:=-W: cos r =Fr2r Product Approval
F'
(Zone 3e: x L =x W:=-W: cos r Fr3e Product Approval
F'
(Zone 3r: x L =x W-. -W.- -W: cos r =F,a, 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 try PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
M6
Product Approval
Attachment Resistance IMf
Product Approval
Required Moment Resistance
MS
Calculated
Minimum Att2chment Resistance
r'
Product Approval
Required Uplift Resistance
r,
Calculated
Average Tile Weight
W
Product Approval
rite Dimensions
L - length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.