HomeMy WebLinkAboutAPPROVED ROOFINFOS'L-, L L, c L L ;�I_
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ST. 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
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
A, B, D
2,4,5,6,7
1,2,4,5,6,7
Asphaltic Shingles
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
Wood Shingles and
Shakes
A, B, D
Other
As Applicable
1,2,3,45.6.7
14/1V1 3.
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
ST. LUCIE
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: "/C8 S. 4 ra License # CCC /332344la
Job Address -1-157 ere nt7d2r 0'rV16- Por-,1-.5t taae, FL- 35�fJ3
ROOF CATEGORY
* 11 Low Slope
❑ Mechanically Fastened Tile eMortar/Adhesive Set Tiles
❑ Asphaltic Shingles
[]Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof Q Repair
❑ Maintenance ❑ Reroofing ❑ Recovering !7-1
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF)
Steep Sloped Roof Area (SF) 2C Total (SF) Wy
O/V R£AW/Ap— 19A. ¢
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.
ST, LUCIE
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: �WYQL4: j-
Product Approval No.: / 0-6-1/ —RZ-7-
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1':-3-+Zone 1: 17V Zone 2:-9VZone 3: -115
Max. Design Pressure, from the specific product approval
system: - 90
Deck:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s): ,S)9 ✓ ( I
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultation Size and Thickness:
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): .SAV (/)
Ply Sheet Fastener/Bonding terial:
Top Ply: SP !�)
Top Ply Fastener/Bonding Material:
rvrCh & /ice
3 �/y sy,S/kS97: sA1/ ( Z)
SAP e t)
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—"
oc @ Lap, # Rows
@ _" oc
Zone 1:—"
oc @ Lap, # Rows
@ "0
Zone 2:—"
oc @ Lap, # Rows
@ "ac
Zone 3:—"
oc @ Lap, # Rows
@ "ac
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 15..
ST. LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer: GWA&r )&5OW& ONLY Ao AleA %/L� / a Pv/i/6, //j z-jq&
Notice of Acceptance Number: 'O1)eEM K6- A1vD R14Ef"
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n: Zane 2r: Zone 3e: Zone 3r:
Deck Type: wwd SS/z ear
%enderyment: � R
Roof Slope:
10 [ 2 n: ^/�.
Barrier: NIARidge Ventilation?Fastener Type & Spacing: -�/ A-.
Adhesive Type: LN -q—
Type Cap Sheet -
Mean Roof Height: 12 '� \Roof Covering; T/��
Type & Size Drip n/4/✓EJ/�!
Edge:
� �EP[x1-CEQ
ST. LUCIE
Section E (Tile Calculations) Wr AF REIVOV11VII T,1-F- #1V0 WSE77/N6>� /r.
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 1-2� 127
(Zone 1: - :?-f x _ __) - Mg: = Mf, Product Approval Mt
(Zone 2e: - q1 x ? = - Mg: = Mna Product Approval Mf
(Zone 2n: x X _ - Mg: = Mr, Product Approval Mf
(Zone 2r: -91 x _ _) - Mg: = Mr2, Product Approval Mr
(Zone 3`: x _ - Mg: = M,a. Product Approval Mf
X _ _`J _ Mg: = Ma, Product Approval Mt
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Aonroval Mr
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
iviusL um useu in conJuncoon witn a 11st oT moment naseo the systems
• 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 Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= ) -W: cos r =F,i 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 =Fr2n 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 =Fr3a Product Approval F'
(Zone 3r: x L =x W:= ) -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
B
Job Site
Aerodynamic Multiplier
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_