HomeMy WebLinkAboutWhitaker Roofing Permit Information SheetST. LUCIE
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
1,2,4,5,6,7
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
Section A (General Information)
Master Permit No. Process No.
Contractors Name: C>� License ## L
Job Address
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles tal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance roofing ❑ Recovering
ROOF SYSTEM INFORMATION t
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) �� 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 pressure zones and location of parapets.
eagieview-
LENGTH DIAGRAM
Total Line Lengths:
Ridges = 121 ft
Hips = 9 ft
Valleys = 76 ft
Rakes = 226 ft
Eaves = 188 ft
Premium Report
2/25/2021
Flashing = 22 ft
Step flashing = 86 ft
Parapets = 0 ft
-It
(Vote This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 Feet. In some cases segment labels
have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9).
C� 2008-2021 Eagle View Technologies, Inc. and Pictometry Intemational Corp. — All Rights Reserved — Protected by European Patent Application No. 10162199.3 — Covered 6y one or more of U.S. Patent Nos. 8,078,436; 8,145,575; 8,170,84J;
8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending.
PAGE 4
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.:
Design Wind Pressures, From RAS 128 or Calculations
Zone 1': _ Zone 1: Zone 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Materi I:
Insulation Base Layer:
Base Insultation Size a=Thickness:Base Insulation Fastet
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 for Anchor/Base Sheet Attachment:
Zone 1':—"
oc @ Lap, # Rows @ "oo
Zone 1:_.._."
oc @ Lap, # Rows @ "oc
Zone 2:—"
oc @ Lap, # Rows @ " o0
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:
Woodb{ocking, 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..
V \
Section D (Steep Slope Roof System) A
Roof System Manufacturer:
4'
Notice of Acceptance Number: ��A)Q-Vv- T\'-�1C1 • I
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): '�,„
Zone 1: ! Zone 2e: ` -�! Zone 2n: Zone 2r:� +2 Zone 3e: ► P Zone 3r:
Deck Type:
Type Underlayment:
rf Siope:
12 Insulation:
Fire Barrier:
dge Ventilation? Fastener Type &Spacing:`
Adhesive Type:
\ Type Cap Sheet: i
Mean Roof Height: Roof Covering:"
Type & Size Drip
Edge:
T L 1 1
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
(Zone 1:
x x = j- Mg: = M', Product Approval Mi
(Zone 2e:
x _ -Mg: = Ma® Product Approval Mf
(Zone 2n:
x _ - Mg: = Mra, Product Approval Mf
(Zone 2r:
x _ - - Mg: = M,2,, Product Approval Mf
(zone 3e:
x?,-= _j-Mg: Mrs Product Approval Mf
(Zone 3r:
x _ ---- - Mg! = Mra, Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
r �� .+ f Dorm+-. INA_) Grnm Tahla RPInW 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
2.2
33.8
35.1
37.3
5:12
28.4
0.1
31.6
32.8
34.9
6:12
26.4
.0
29.4
30.5
32.4
7:12
24.4
9
7.1
28.2
30.0
*Must be used in conjunctiooMethodVplift
T m menL dae
• For Uplift based the system3. ompa tl7
equal to the Fr values, for ee ro , the the
od 3' plift as
(Zone 1: x L =xW. c(Zone 2e: x L =x-W: c(Zone 2n: x L =-W: co
(Zone 2r: x L=x- cos
(Zone 3e: x L =x W:= ) -W: cos
(Zone 3r: x L =x W:= ) -W: cos
u a wnu
values F' with the values for Fr If the F' values are greater than or
ile attachment method is acceptable.
e Tile Calculations
Per RAS 12T
=Fr1
Product Approval F'
r =Fr2e
Product Approval F' _
r =Fr2n
Product Approval F'
r =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
A
Job 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.