HomeMy WebLinkAboutAPPROVED DAVIS roof infoT. 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, 8, C
Prescriptive BUR-RAS 150
A, B, C
2,4,5,5,7
Asphaltic Shingles
A, B, D
1,2,4,5,5,7
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, d
1.2.3,4,5,67
Wood Shingles and
Shakes
A, B, D
1,2,4,5,6,7
Other
As Applicable
1,Z%4,5,6,7
ATTACHMENTS REQUIRED As Applicable]:
1.
Fire Directory Listing Page
From Product Approval:
2.
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 Fels 18, 2021
ST. L CIE 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.:
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 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):
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
@ a w '
Zone 1:—"
❑c @ Lap, # Rows
@ "oo
Zone 2:—"
oc @ Lap, # Rows
@ "ao
Zone 3:—"
oc @ Lap, # Rows
@ moo
Numberof Fasteners Per Insulation Board:
Zone 1': Zone 1: Zone 2: Zane 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..
ST. LUC F WORKS
Section D (Steep Slope Roof System)
Roof system Manufacturer: JA TAYLOR ROOFING EDGE-LOC 1" STANDING SEAM
Notice of Acceptance Number: NOA:18-1023.17
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: -71 Zone 2e: -91 Zone 2n: one 2r:--R1,Zone 3e:-11I-Zone 3r:
Deck Type: PLYWOOD
Type Underlayment: PEEL & STICK-OVVENS CORNING TITAN IUM-FL#11602.1
Roof Slope:
12 Insulation:
i=lre Barrier:
Ridge Ventilation? Fastener Type & Spacing: 6" FIELD 4" PERIMETER, 8D RI�NG:SJNK NAILS
Adhesive Type:
Type Cap Sheet: I I
Mean Roof Height: 15 FT Roof Covering: METAL
Type & Sipe Drip 2"�21/2-
Edge:
ST. LUCI E 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 Mf. If the Mf values
are greater than or equal to the Mrvalues, for each area of the roof, then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(zone 1: x _ Mg. = Nin Product Approval Mi _
(zone 2e: x _ Mg; = Lfe Product Approval Mf
(zone 2n: x = -Mg: =Me, Product Approval Mf
(lone 2r: x X _ - Mg: = Mgr Product Approval Mf
(zone 3e: Mg: = Mr& Product Approval Mf
(zone 3r: x M9 = Mar Product Approval MF
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height Roof Slope
15'
20'
25'
0'
40'
2:12
34.4
36.5
38.2
.7
42.2
3:12
32.2
34.4
36.0
.4
P35.1
39.8
4:12
30.4
32.2
33.8
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
-iviust De uses in conjunction with a list of moment based the systems
For Uplift based tiie 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.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(zone 1: x L =x W:= ) -W: cos r =Fri Product Approval F'
(Zone 2e: x L =x W:= ) -W: cos r =Fr2a Product Approval F'
(Zone 2n: x L =x W:=i } -W: cos r =FrZr, Product Approval F'
(Zone 2r: x L =x W:=-W: cos r =Frxr Product Approval F'
(Zone 3e: x L =x W:= ) -W: cos r =Fr3e 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
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 Ap prova I
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
I W
Product Approval
Tile Dimensions
IL = length W = width
Product Approval
All calculations must be submitted to the building official at the time of
permit application.