HomeMy WebLinkAboutAPPROVED roof infoST. LUCIE WORKS
ST LUCIE COUNTY ROOFING PE�MIT 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,E,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
1,2,3,4,5,5,7
Metal Roofs
A, B, ❑ 1,2,3,4,5,6,7
A, B, D IA4,5,6,7
Wood Shingles and
Shakes
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As Aoalicable1:
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 ,/VORKS
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:
urfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—" oc @ Lap, If Rows_ ®_° oo
Zone 1:—" oc @ Lap, # Rows — ®_" o0
Zone 2:_" oc @ Lap, If Rows _ ®_" ao
Zone 3:_" oc @ Lap, If Rows— ®_° m
Number of Fasteners Per Insulation Board:
Zone 1':—Zone 1:—Zone 2:—Zone 3:_
II llustrate Components Noted and Details as Applicable:
oodblocking, 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. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof system Manufacturer: JA TAYLOR ROOFING 5V
Notice of Acceptance Number: FL#17443.1
Minimum Design Wind Pressures, If Applicable (From RA5127 or Ca ulations):
Zone 1:'5�one 2e: -74 Zone 2n:one 2r: 7j 4 >one 3er77�one 3r.
\FRoDfQoverIng:
OD'
t FEELS STICK OWENS CORNING POLYGLASS WS Full1259A
Raof Slope:
5 : 12
er:
Ridge VeMilatlon7enefType&Spacing: g^FIELD/4"PERIMETER, BO RING SHANKNAILS
Adhesiva Type:
Type Cep Sheet
Mean Rod :gM15Roof Covering: METAL
Type & Sim Drip
Fdnn
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based the systems, choose either Method l or 2. Co npare the values for Mr with the values from Mr. If the Mr values
are greater than or equal to the M,values, for each area of the r of, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _X;L- Mg: _=( Product Approval M,
(Zone 2e: _xl- _= Mg: Mq_ Product Approval Mr -(Zone 2n: '_x1l_= _j- Mg: _=Me„_ Product Approval Mr
(Zone 2r: _xx_=-Mg;_=Mm_ Product Approval Ni
(Zone 3e: -_x)L_= -W M3_ Product ApprovalM
(Zone 3r:-x)L_=--)- Mg! _=Mr,_ Product ApprovalM
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below -Product Approval Mr
M, required Moment Resi
ance-
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
niux ue useo in conjunction with a list Or moment based tile 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
F, values, for each area of the roof, then the the attachment method is acceptable.
Method
3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1:
x L x W:=___) -W:_
cos r_
F,r_ Product Approval F'
(Zone 2e:
_x L= x W:=_� -W
_cos r
Fn. Product Approval F'
(Zone 2n:_x
L_x W:=_)-W:cos
r_Fa. Product Approval F'
(Zone 2r:
xL_x W:=_-W:_cos
r=Fa, Product Approval F'
(Zone 3e:_x
L=xW:=---j-W:cos
rF,3. Product Approval F'
(Zone 3r:
_x L_ x W:=_-W:_
cos r= F,3, Product Approval F
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
g
Zones 1, 2e, ran, 2r, 3e, 3r
Fro
pre
applicable table in RAS 127 or byan engineering analysis
aced by PE based on AXE ]
Mean Roof Height
H
Job
Site
Roof Slope
R
Job Site
Aerodynamic Multipliera
Product Approval
Restoring Moment due to Gravity
Mr
Product Approval
Attachment Resistance
Mr
Pro
uct Approval
Required Moment Resistance
Ma
Cal
ulated
Minimum Attachment Resistance
F'
Pro
uRAppmval
Required Uplift Resistance
Fr
Cal
ulated
Average Tile Weight
W
Pro
uct Approval
Tile Dimensions
L=length W=width
Pro
uct Approval
All calculations must be submitted to the building official at the time of per
it appliratlon.