HomeMy WebLinkAboutAPPROVED ROOFINFOLL � I d ti .7
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
12 3 4 5 6 7
� f F � f �
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
1,2,3,4,5,6.7
eta Rao s
A�
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
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: Y n�IgOa k / LLIi
Notice of Acceptance Number: 2•�
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:-?'/ Zone 2e:-,"')' zone 2n:' 105f Zone 2r:'(Dlr Zone 3e:- toy Zone 3r: -I ?-.W
Deck Type:
TypeUnderlayment: - �� gyp/ S�414�-
Roof Slope:
Z : 12
Insulation: N��
Fire Barrier: 411.9
Ridgeyentilation? Fastener Type&Spacing: 1 �/y Q• h
j a LG
Adhesive Type: p CIA
Type Cap Sheet:
Mean Roof Height: f0 Roof Covering: law '// ofld• S �•
Type & Size Drip a X
Edge:
ST. LUCIE WORKS
Section A (General Information)
Master Permit No. 411A- Process No.
Contractors Name: Du'1Le lalz License # C CC 133 Z 3�j &
Job Address 2y� &E A/h'1Me
GY Ar P01-- 4voZ FL 3Yg8.3
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles 121116etal Panel/Shingles Mood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance 17,Reroofing ❑ Recovering
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3o1J "_-� Total (SF) �� O
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.
;G
LJ
it \
L
3C —
ST. LUCIE NORKS
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
system:
Deck:
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
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—
0 — oc
Zone 1:—"
oc @ Lap, # Rows
— @ —" oc
Zone 2:—"
oc @ Lap, # Rows
_ ® —" oc
Zone 3—."
oc @ Lap, # Rows—
® —° oc
Number of Fasteners Per Insulation Board:
Zone I': —Zone 1:—Zone 2:_Zone 3:—
Illustrate Components Noted and Details as Applicable:
Woodb ' g, Gutter, Edge Termination, Stripping,
Flashin , Co 'nuous Cleat,/Cant Strip, Base flashing,
Counte lashing, ing,
Indicat Mean Roof 'ght, Parapet Height, Height of Base
Flashing -ompone a ial, Material' Thickness, Fastener
Type, Fat nerS cingorSub Manufacturers Details that
Comply I h S 111 and Chapter 16..
ST. LUCIE WORKS
Section E (Tile Calculations)
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 12T
(Zone 1:
_XX_=
Mg:
_=M„_
Product Approval M,
(Zone 2e:
=xl_=
_�—Mg:
_=M,y_
Product Approval Mr
(Zone 2n:
_xI_=
Mg:
_= Ma, _
Product Approval Mf-
(Zone 2r:
_xX_=—
Mg:
_=M,,_
Product Approval Mf
(Zone 3e: :_x)l
Mg:
_=M,,,—
Product Approval Mf-
(Zone 3r:
_xX—=
—I Ift—=Mr&—
Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mf
M, required Mo nt Resistance*
Mean Roof Height Roof Slope
15,
20'
25'
30'
40'
2:12
34.4
36.511
2
39.7
42.2
3:12
32.2
34.4
3
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
*Must be used in conjunction with a list of mb ent bf(;ed titsystems
• For Uplift based tile systems use Method 3. Co pare the va es 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, t en the tile a achment method is acceptable.
Method 3 "Upli Based Tile Calculations Per RAS 12T
(Zone 1: x L= x W = ) -a : s
(Zone 2e:
x L_=x
W:= ) - c@s
(Zone 2n:
x L_=x
W:= ) - co
(Zone 2r:
x L=
x W:= ) -W: cos
(Zone 3e:
x L_=x
W = ) -W. cos
(Zone 3r:
x L=
x W:�) -W: cos
=Fri
Product Approval F'
r =F,2e_
Product Approval F'.
r =F,2"_
Product Approval F'.
—=Fr2r
Product Approval F'_
r-�—=Fr3e_
Product ApprovalF'_
ram_=Fr3,_
Product Approval F'.
Whork to Obtain Information
Description
S of
Where to find
Design Pressure
Zone 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
M,
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.