HomeMy WebLinkAboutSHAHEEN roof infoST. LUCIE WORKS
V
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code th Edition (2020)
Based on Section 1525 of the Flo ida 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
1,2,8A.6,6,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
12.4,6,6,7
Concrete or Clay Tile
A, B, D,E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1,2A4,6,67
Wood Shingles and
Shakes
A, B,D
12,4rA6,7
Other
As Applicable
1,2,$4,6,6,7
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 ifapplicable, RAS 127 or RAS 128
4.
Other Component of Product Appirc
val
S.
Municipal Permit Application
6.
Owners Notification for Roofing Co
siderations(Reroofing Only)
7.
Any Required Roof Testing/Ca lculaton
Documentation
Form RooflnfoFeb21 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:
Type:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. of 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:
urfacing
Fastener Spacing for Anchor/Base Sheet Attachment:
one 1':_" oc @ Lap, # Rows_ ® oo
Zone 1:_" oc @ Lap, # Rows _ ® _" oo
Zone 2:_" oc @ Lap, it Rows _ ® —" oc,
Zone 3:_" oc @ Lap, If Rows— ® —' o0
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,
CounterFlashing, 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
Complywith 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:_:].1_Zone 2r: -91 one 3e:9_Zone 3r:-128
Deck PLYWOOD
Type Underlayment PEEL&STICK-0WENS OMNS CORNING TRFBUILT FtY935a9.1
Roof Sbpe:
5 12 Insulation:
Fire Barter:
Ridge Ventilation? Fastener Type&Spacing: Is- FIELD /C' PERIMETER, eD RING SHANK NNLS
Adhesive Type: .
Type Cep Sheet:
Mean RooPHeight: '15' FT Roof Covering: SHINGLES
Type & Sim Drip
Feiw
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. lithe Mf values
are greater than or equal to the M,values, for each area of the ri`of, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RA512T
(Zone 1: _X),_= _I_MU: _=pm_ Product ApprovalM
(Zone 2e: _xa_= )- Mg: _=Mo�_ Product Approval M
(Zone 2n: -_XL_= )-Mg:_=M�_ Product Approval Mr
(Zone 2r: _X1_= _-)- Mg: _=MQ,_ Product Approval Mf
(Zone 3e: `x1_= I-Mg:_=MI- Product Approval Mr
(Zone 3r:-XX_=_)-Mg:_=Kim- Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below_Product Approval Mf_
Mr required Moment Resistance*
Mean Roof Height Roof Slope
35'
20,
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
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 moment based the 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 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=Fr. Product Approval F'
(Zone 2e: x L_=x Wr=-W:cos r Fa• Product Approval F'
(Zone 2n: _x L x W:rr _W: cos r F,z" Product Approval F'
(Zone 2r: _x L =x W:= 1-W: Cos r =F,zr, Product Approval F'
(Zone 3e: xL =x W:= -W: cos =Fu Product Approval F'
(Zone 3r: _x L=x W:=) -W: cos r=F,sr Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, So, 2g 3e, 3r
From applicable table In RAS 127 or by an engineering analysis
prepared by PE based on AKE 7
Mean Roof Height
H
lob
ite
Roof Slope
B
lob
Site
Aerodynamic Multiplier
a
Pro
Juct Approval
Restoring Moment due to Gravity
Mr
Pro
Juct Approval
Attachment Resistance
Mr
Pro
luct Approval
Required Moment Resistance
Ms
Cal
ulated
Minimum Attachment Resistance
F
Pro
luct Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Pro
Juct Approval
Tile Dimensions
L=length W=width
Pro
uct Approval
All calculations must be submitted to the building ofgcialat the time fper
itapplicatlon.