HomeMy WebLinkAboutAPPROVED, Philip Beekman Roof Info SheetLUclit'-,
P, C
ST LUCIEA,
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
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 A4,5.6.7
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
Section A(General Information)
Master Permit No. Process No.
Contractors Name: License#
Job Address
ROOF CATEGORY
0Low Slope 0Mechanically Fastened Tile [3Mortar/Adhesive Set Tiles
[3Aspha|tic5hing|es E]kAeta| Panel/Shingles MoodShing|es/Shakes
[] Prescriptive BUR-RA5 150
ROOF ROOF TYPE.
ONew roof 0Repair 0W1aintenance �Reroofing DRecoverinQ .
.ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF)Steep Sloped Roof Area (3F) 171 Total (SF)
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 pressurezunesand|ocatkonofpanspem.
r'~~ 1 J
Notes Diagram
Roof facets are labeled from smallest to largest (A to Z) for easy reference. Total Roof Facets = 10
N
W
Oc 2008-2021 Eagle View Technologies, Inc. and Pictometry International Corp. — All Rights Reserved — Covered by one or more
Report: of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,938,090; 8,818,770; 8,542,880; 9,244,589; Page 1
41842677 9,1129,749. Other Patents Pending.
ST. LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer: no rG
Notice of Acceptance Number:
F-L'7?LIQ- P-13
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:22--`%zone 2e&LLone 2n:�One 2r::2izone 3e::5-LL-aone 3r: - 65- 9
Deck Type: P wo C*d
Type Underlayment q�&qk65 M TS
Roof Slope:
insulation: - FN/A
Fire Barrier: I N'
Ridge Ventilation? Fastener Type & Spacing: i C P on c'C' I C" v)
Adhesive Type: M
Type Cap Sheet
Mean Roof Height: P4- Roof Covering. III le I cooct-e
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 10j 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
x a
--%- W
= Md
x
___
=M2.
X
t-Mg:
-F "
= M12r,
x
= _j--Mg:
=M
) g.
Product Approval Mi
Product Approval Mf
Product Approval Mf
Product Approval Mf
Product Approval Mf
Product Approval Mf
Method 2 "Simplified Tlfle-Cif�'Cr ions Pe�Table Below�,.
Required Moment of Resistance (Mr) From Table Below _ - I 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
6:1 i
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
o 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-F,. aluess,, for each area.ofthp of then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculatib'ns-PerRAS 12T -
(Zone 1:
x L
=x W:= ) -W:
cos r-
(Zone 2e:
x L
=x W:=) -W:
cos r,
(Zone 2n:
x L
=x W:= ) -W:
cos r.
(Zone 2r:
x L
=x W:= ) -W:
cos r.
(Zone 3e:
x L
=x W:= ) -W:
cos r.
(Zone 3r:
x L
=x W:= ) -W:
cos r.
=Fri Product Approval F'
Fr2e Product Approval F',
=Fr2n Product Approval F'
=Fr2r Product Approval F'
=Fr3e Product Approval F'.
=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
8
lob 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
All calculations must be submitted to the building official at the time of
permit application.