HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETST. 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
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingles
Concrete or Clay Tile
Metal Roofs
Wood Shingles and
Shakes
1 Other
Required Sections of
the Permit Application
Form
A, B, C
A, B, C
A,B,D
A, B, D, E
A, B, D
A, B, ❑
As Applicable
Attachments Required
See List Below
1,2,3,4,5,6.7
2,4,5,6,7
1,2,4,5,8,7
1,2,3,45.6.7
V,3,4,50,,7'
1,2,4,5,6,7
1,2,30,5,6,7
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'4I/QRKS
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:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_"
oc @ Lap, # Rows_ @ _" co
Zone 16
oc @ Lap, If Rows— @ _ ec
Zone 2:_"oc@
Lap, # Rows _@—"ao
Zone 3:_"
oc @ Lap, # Rows_ @ _° m
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,
CounterBashing, Coping, Eta
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 CRIMP & JA TAYLOR EDGE-LOC 1" STANDING SEAM
Notice of Acceptance Number: FL#17443.1 & NOW B-1023.17
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: -54 Zone 2e: -74 Zone 2n:_Zone 2c--7-4 —zone 3er74Zone 3c
\1'peOD'
Roof Slope:rrt PEEL&STICK-OWENS CORNING POLVGLASS Mrs FL#5258.1
5 12
rier:
Ridge Ventilation?tener Type&Spacing; 6"FIELD l4"PERIMETER. eD RMG SHANK NAILS
Adheshs Type:
Type Cap Sheet:Roof Covering; METAL
Type & Sim Drip
Fdm-
ST. LUCIE'AJORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1
or 2. Compare the values for M, with the values from Mr. If the Mr values
are greater than or equal to the M,values, for each area
of the roof, then the tile attachment method is acceptable.
Method 1'Momem Based Tile Calculations Per RAS 12T
(Zone _Xi__= _)—�_=Mn_
Product Approval M,
(Zone 2ea : _xb_- _ I— Mg!
_=Mry_ Product Approval Mr.
(Zone 2n: '_xl_= ___)_ Mg:
_=M._ Product Approval Mr
(Zone 2r: _xl_= _�_Mg:
_=Mm- Product Approval Mr
(Zone 3e: '_X)L_= _j_Mg;_=M._
Product Approval Mr
(Zone 3r: _%J._= _)— Mg:
_=MQ_ Product Approval M,
Method 2 "Simplified
Tile Calculations Per Table Below"
Required Moment of Resistance lM.IFmm Tahle
M, required Moment Resistance -
Mean Roof HeightRoof Slope
is,
20'
2S'
40'
2:12
34.4
36.5
38.2
42.2
3:12
32.2
34.4
36.0
39.8
4:12
30.4
32.2
33.8
:35.1
37.35:12
28.4
30.1
31.6
34.9:12
26.4
28.0
29.4
32.4
7:12
-Mustheused
24.4
25.9
27.1
28.2
30.0
__..,_.._.._........,...,. ,,I uiv1oeua umeu uie sysrems
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:=_J -W; cos r=F,v_
Product Approval F'
(Zone 2e:
xL_xW:=)-W:_Cos r=F,2=
ProductApproval F'
(Zone 2n:
_zL=xW:=_J-W; cos r_
F,zn Product Approval F'
(Zone 2r.
_x L= x W:=_W;_Cos r=
Fa,_ Product Approval F'
(Zone 3e:_x
L=xW;=-W: cos r_F:ae
Product Approval F'
(Zone 3r._xL_=x
W:=_____j_W;_ cos r_F:s,_
Product Approval F'
Where to Obtain Information
Description
Symbol
I WheretofiM
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 MCC 7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
Ms
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Ms
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required UPllft Resistance
F,
Calculated
Average Tile Weight
W
Pr uct Approval
Tile Dimensions
L=length W=width
Product Approval
All calculations must be submitted to the building official at the time of permit application.