HomeMy WebLinkAboutAPPROVED Roof Info SheetV L'
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 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
Form RooflnfoFeb21
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 Rooflng Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Rev Feb 18, 2021
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ST. LUCIE WORKS
Section A (General Information)
Master Permit No.
Contractors Name: (r
Job Address `Jy� S j� f�
Process No.
ROOF CATEGORY
w Slohaltpe 0 Mechanically Fastened Tile E3 Mortar/Adhesive Set Tiles
Aspic Shingles D Metal Panel/Shingles Mood Shingles/Shakes
13 Prescriptive BUR-RAS 150
ROOF ROOF TYPE
13 New roof 13 Repair O Maintenance fl Reroofing E3 Recovering
.ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) 1/!4_ Steep Sloped Roof Area (SF) Total (SF) ,240-4
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.
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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.: �%' d�t� 7• �%�_
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': Ozone 1: Zone 2: _Zone 3:
Max. Design Pressure, from the specific product approval
system: !+' K
Deck:
Type:_
Gauge Thickness:
Slope: R ��
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bondi g Material:
tr
Insulation Base Layer: ytp
Base Insultation Size and Thickness: "M!
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: /y 4-
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_.._." oc @ Lap, # Rows— 0 oc
Zone 1, "oc@Lap, # Rows —® 'oo
Zone 2:.." oc @ Lap, # Rows— 0 "0
Zone 3:_._." oc @ Lap, # Rows— @ . 00
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..
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ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: /f�r
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:_Zone 2e:one 2n:_Zone 2r:-Zone 3e: Zone 3r:
Deck Type:
Roof Slope:
aym Type Underlent
12
Insulation
Fire Barrier:
Ridge Ventflation7 Fastener Type & Spacing:
Adhesive Type:
\ Type Cap Sheet
Mean Roof Height: .\Roof Covering:
Type & Siza Drip
Edge:
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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 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
(Zones: A-xX-= Mg:_=Mo_ Product ApprovalMf
(Zone 2e: _X)�= Mg:_=M�,_ Product ApprovalMf
(Zone 2n: _ x t-= -Mg: _= Ma, _ Product Approval Mr
(zone 2r: _X)l_= _j-Mg: M,2r_ Product Approval Mr
(Zone 3e: XX-= Mg: _=Mom____,- Product Approval Mr
(Zone3r: _XX Mg: _=Mrar_ Product ApprovalMf
Method 2 "Simplified Tile Calculations Per Table Below" ,
Required Moment of Resistance lMA From TabIP Relnw _ P-H t An-n-1 nn,
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
- -- <- 1-11UJI�LJVrr Wun d mt or moment oasea the 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.
(Zone left. L
Method 3 "Uplift Based Tile Calculations Per RAS 12T
=x W:=___j -W; cos r =Fn Product Approval F'
(Zone 2e: x L
=x W:=_-W: cos r =F,2, Product Approval F'
(Zone 2n: x L
=x W:=_-j -W: cos r =F,2 Product Approval F'
(Zone 2r: x L
=x W:=_-W: cos r =Fa2 Product Approval F'
(Zone 3e: x L
=x W:=----) -W: cos r =F,-,� Product Approval F'
(Zone 3r: x L
=x W: =---j -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
MQ
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
MQ
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.
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