HomeMy WebLinkAboutANNE HALL roof infoST. LUCIE VVORKS
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
1,2,3,4,5,5,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B,D
124Ar 67
Concrete or Clay Tle
A, B, D, E
1,2,3A5,6,7
Metal Roofs
A, B, D
1,2,3AA6,7
Wood Shingles and
Shakes
A,B,D
124,6,57
Other
AS Applicable
12,3,4,6,3,7
ATTACHMENTS REOUIREO As Annlirahinl•
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 Cosiderations
(Reroofing Only)
7.
Any Required Roof Testing/Calculat
on 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
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:
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 Sheets) & 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_ ® —' oc
Zone 1:_"
oc @ Lap, # Rows _ ® _' x
Zone 2:�"
oc @ Lap, # Rows _ ® _ oo
Zone 3:_"
oc @ Lap, # Rows_ ® _'oo
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,
Counternashing, 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: OWENS CONRING DURATION
Notice of Acceptance Number: FL#10674.1
Minimum Design Wind Pressures, IFApplicable (From RAS 127 or Calculations):
Zone 1:14Zone 2e:-74_Zone 2n:--iMone 21:-J 08Zone 3e:--lMZone 3r:-128
\Ty'eOOD
nt PEEL&STICK-OW£NS OWENSCORNINGTRI-BUILT FL#34538.1
Roof Slope:
4 121
ier:Wge Verflabon?enerType&Spacing:Adhesive Type:
Type Cap SheetMean RcoPHeiRoof Covering: SHINGLES
Type & Sim Drip
Edge:
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 Mi. If the Mrvalues
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 Based Tile Calculations Per RAS 12T
(Zone 1: _x1,__ _I_it:__Min- product Approval M,
(Zone 2e: _xrl_=- Mg: _=M�_ Product Approval Mr
(Zone 2n: _xk_= _�-Mg_=Mm_ Product Approval Mr
(Zone 2r. _x3._= _)-M9;_-=Ma- product Approval Mt
(Zone 3e: '`xfl_= _I- Mg* _=Mp,_ Product Approval Mr
(Zone 3r: _x1_a _1-Mgi_=Me- Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below -Product AM
f__
M, required Moment Resistance"
oof Slope
15'
20'
25'
30'
q0'
34.4
36.5
38.2
39.7
4201
n7:
32.2
34.4
36.0
37.4
39.8
30.4
32.2
33.8
35.1
37.3
28.4
30.1
31.6
32.8
34.9
26.4
28.0
29.4
30.5
32.4
24.4
25.9
27.1
28.2
30.0
•-•--• -G. •-- curiu„cn-fi wAh a 6i: or moment based me systems
For Uplift based tile 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= F,t_ Product Approval F'
(Zone 2e: _x L =x W:=----J -W cos r= F,ze Product Approval F'
(Zone 2n:_x L=xW:=_j_W;_op, r Fa"_ Product Approval F'
(Zone 2r: x L_-c W:=---J -W: Cos r= Fa,_ Product Approval F'
(Zone 3e:_x L_ xWes _)-W:_Cos r= F,3 Product Approval F'
(Zone 3r. _x L_=x W:=� _W;_ cos r= F,3, Product Approval r
Whereto Obtain Information
Ce Cdption
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From appl lcable table in RAS 127 or by an engineering analysis
preps red by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
B
lob Site
Aerodynamic Mu@iplier
A
Product Approval
Restoring Moment due to Gravity
Mt
Product Approval
Attachment Resistance
Mt
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachmen[Resistance
F'
Product Approval
Required Uplift Resisl ili te
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.