HomeMy WebLinkAboutLIEURANCE roof infoST LUCIE
C �.UN•T'Y�','VORKS
F L O.
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 OFTHE 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
IRA4A6,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
Concrete or Clay Tile
A, B, D, E
Metal Roofs
A, B, D
1,2A4,6,6.7
Wood Shingles and
Shakes
A, B, D
1,2,4,6,6,7
Other
AS Applicable
t,2.3,q,6.6,7
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 RooRnfoFeb21 Rev Feb 18, 2021
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
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 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_ ®_" oo
Zone 1:_"
oc @ Lap, # Rows _ ®_" co
Zone 2_"
oc @ Lap, # Rows _ ®_ ao
Zone 3_"
oc @ Lap, # Rows_ ® _"oo
Number of Fasteners Per Insulation Board:
Zone 1'lZone 1:_Zone 2_Zone 3:_
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
CounterRashing, 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, If Applicable (From RAS 127 or Calculations):
Zone 1: 57 Zone 2e:-57 Zone 2n:-91 Zone 2r:-91_Zone 3e:-91_Zone 3r:_126
Deck Type: PLYWOOD
RSbpe Type Undedaymenh PEEL B STICK-OMNS Oy NS CORNING TRI-BUILT FLM34539.1
oof
4 : 12
Insulator:
Fire Barrier: ..
Ridge Ventllefion7 Fastener Type s Spacing: 5^ FIELD /f' PERIMETER. BD RING SHANKNAILS
Adhesive Type: I
�I Type Cap Sheer'
Mean RooPHelght: '15' FT I Roof Covredng: SHINGLES
Type S Sim Ddp 2"x2"
Fd,u
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 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'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _Xl = _ I—Mg:_=Md_ Product Approval M,
(Zone 2e: _x )._. _I —Mg;_. Mom_ Product ApprovalM
(Zone 2n: _Xl_=—Mg:_=M®,_ Product Approval M'
(Zone 2r: _X),_= _J— Mg: _=My_ Product Approval Mf
(Zone 3e: X)6_=— — Mg-'-- My_ Product Approval M'
(Zone 3r: —x)L_= — 1—Mgi_=Ma— Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below— Product Aooroval M,
oment Resistance*
Mean Roof Height Ro!ffm
0'
25'
30'
40'
2:12
6.5
38.2
39.7
42.2
3:12
4.4
36.0
37.4
39.8
4:12
2.2
33.8
35.1
37.3
5:12
.1
31.6
32.8
34.9
6:12
8.0
29.4
30.5
32.47:12
5.9
27.1
28.2
30.0
Must be used in conjunction with a list of 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 tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: _x L= x W:=_) -W;_ cos r= FeF' Product Approval
(Zone 2e: _x L= x W:=_) -W cos r F,z Product Approval F'
(Zone 2n: _x L=xW:=_)-W:_cos rF,z" Product Approval F'
(Zone 2r: x L_=x W:=_) _W; cos r_=Fn,_ Product Approval F'
(Zone 3e: _x L =x W:=---- ) -W;_ cos r_=Fa._ Product Approval F'
(Zone 3r: _x L= x W:=_) -W:_ cos r_=Frs, Product Approval IF
Where M Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table In RAS 127 or by an engineering anatysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
s
ProductApproval
Restoring Moment due W Gravity
Ms
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Ms
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
F,
Calculated
Average rile Weight
W
Product Approval
Tile Dimensions
L=length W=width
Praduct Approval
All calculations must be submitted to the building official at the time of permit application.