HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET,L
T. LUCID MKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1S2S 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
2,4,5,6,7
Asphaltic Shingles
A,B,D
12,4,5,6,7
1,2,3,4,5,6,7
Concrete or Clay Tile
A,R;D,F
Metal Roofs
A,B,D
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
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 RooflnfoFeb2l
Rev Feb.18, 2021
Section A (General Information)
Master Permit No. Process No.
Contractors Name6O0 FI (t License 9 L�l � 3 � � � LP
Jots Address � a '
ROOF CATEGORY
XSlope CJ Mechanically Fastened Tile ElMortar/Adhesive Set Tiles
haltic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive RUR:RAS 150
ROOF ROOF TYPE. _/-
❑ New roof ❑ Repair El Maintenance ® Reroofing ❑ Recovering
.ROOF SYSTEM INFORMATION
Low Slope Roof Area (517) Steep Sloped Hoof 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_
S.T. LUCIE WORKS
5ectioh-D (Steep Slope Roof System) {
Roof System Manufacturer: D ` " O
Notice of Acceptance Dumber: -FL ! 0& -7`i Q67
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): _
Zone 11?'3 Zone 2e.'��one 2n: 5? '5 Zone 2r 5�5 Zone 3e: Zone 3r. 55 '�
Deck Type:
Roof Slope: Type Underlayment;
121
for
- Ensula�ar�
Fire Barrier:
i
Ridge Ventilation?
D F�
Mean Roof' Height:
Fastener Type & Spacing:
i
I
Adhesive Type:
- i
Type Cap Sheet i
\Roof Covering:
Type & Size Drip
Edge:
a
ST. LUCIE 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 Ca:cvlations:
Zone V: Zone 1: Zane 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Gauge Thickness:
Slope:
An Sheet & No. df Ply(s):
Surfacing:
{
Fastener Spacing
for Anchor/Base Sheet Attachment:
- i
Zone 1':_"
oc @ Lap, # Rows
COP
Zone 1:="
oc @ Lap, # Rows
® "
lone 2:_"
oc @ Lap, # Rows
@ ° oC
Zone 3:_"
oc @ Lap, # Rows
" oo
I
Number of. Fasteners Per Insulation Board:
Zone V.- Zone 1: Zone 2: Zone 3:
illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, ontinuous Cleat, Cant Strip, Base Flashing,
Counterfl shirig, Coping, Etc..,
IndiCat . Mean Roof Height, Parapet Height, Height of Base
Flas ng, Component Material, Material' Thickness, Fastener
pe, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
Anchor/Base Sheet Fastener/Bonding Mat eri -
FT'
Insulation Base Layer, -
Parapet
Base Insultation Size and Thickness:
Base Insulation Fastener/Bonding aterial:
Height
Top Insulation Layer:
Top Insulation Size and Thickness:
FT.
Top Insulation Fastener/Bonding Material:
Mean
Base Sheets) & No. of Ply(s):
Roof
Base Sheet Fastener/Bonding Material:(;
Height
i
Ply Sheet(s)'& No. of Ply(s):
Ply -Sheet Fastener/Bonding Material:
I
;Top Ply:
l
r
Top Ply Fastener/Bonding Material;
4
ST. LUCIE WORKS
Section E (life Calculations)
For Moment based tile systems, choose either Method 1 or 2_ Compare the values for Mr with the values from Mt. If the Mfvafues
are greater than or equal to the M,values, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Rased
Tile Calculations Per RAS 12T
{Zone 1 ; x � = �� Mg:
= fly, Product Approval Mi
(Zone 2e: x _
- �}-141g:
-M,b Product Approval Mr
(Zone 2n: x;L_= �j-Mg;
=Ma,� Product Approval Mr
(Zone 2r: -' x l =. �� -Mg.,
-
- Mr,, Product Appmva[ Mr
(Zone 3e: ��--Mg:
=Mn, Product Approval Mr
(Zone 3r; xI _ ��--Mg:.
_�M Product Approval Mr
Method 2 "Simplified Tile
Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below
Product Approval Mr_ .
M, required Moment
Resistance*
Mean Roof Height Roof Slope 15,
20'
25'
3
40'
2.12
34.4
36.5
38.2
9.7
42.2
3.12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
.2
33.8
35.1
37.3
5:12
28.4
30_
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_
28.2
30.0
*Must be used in conjunction with a list of moment based of
yste s
• For Uplift based'tile systems use Method 3. Compare the value
or F' with the values for Fr If the F' values are greater thaln or
equal to the F, values, for each area of the roof, then the the
ac ent method is acceptable.
Method 3 "Uplift Based
ile Calc tions Per RAS 1ZT
{Zone I., x L =X W:-�� -W: cos r
-Fri Product Approval F'
(Zone 2e: x L =x W:= ) -W: c r
=Fr2e Product Approval F'
(Zone 2n: x L =x W:= ) -W: Cis r
=Fran roduct Approval F'
(Zone 2r: x L -x W:=----_j -W: cos r
=Fr2r Pr duct Approval F'
(Zone 3e: x L =x W:= ) -W: cos r
=Fr3e Pro Approval F'
(Zone 3r: x L =x W:= ) _W: cos r
=Frk Produ Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones , 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
f
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
I
Aerodynamic Multiplier
Product Approval
Product Approval
i
".
Restoring Moment due to Gravity
Mg
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
M a
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average7ife 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.
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