HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETLAC. :
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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:
System
equired Sections of
the PermitApplication
Attachments RequiredRoof
See List BelowForme
Application
A, B, C
1 ZA4,5,6,7ive
BUR-RAS 150
A, B, C
2,4,5,6,7Shingles
r
A, B, D
1,2,4,5,6.7or
Clay Tile
A, B, D, E
1,2,3,4,5,6,7fs
A, B, D
1,2,3AA6;7ingles
and
A, 8, D
1,2,4,5,8,7As
Applicable
1,2,A4,5.6,7
ATTACHMENTS REQUIRED As Annlirahlo4
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
S.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Ca lalation Documentation
Form RooflnfoFeb21 Rev Feb 18, 2021
ST. LUCIE
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 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:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':."
oc @ Lap, # Rows— ®_° m
Zone 1:_"
oc @ Lap, # Rows _ 0 _" co
Zone 2:_"
oc @ Lap, # Rows _ ® —"co
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,
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
Comply with RAS 111 and Chapter 16..
ST. LUCIE
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:-54_Zone 2e:—Zone 2n:_7one 2r:L4Zone 3e:Z4Zone 3r:
Deck Type: I PLYWOOD
Roof Slope: Type Undedayment PEEL 65TICN-OWENB OWENS CORNING TRI-BUILT FL04539I
5 : 12
Insulation:
Fire Barrier:
Ridge veMNation? Fastener Type$ Spacing: a"FIELD IJ' PERIMETER. eD RINO SHANKNAILS
Adhesive Type:
Type Cap Sheet
Mean RooPHelght:16'FT Roof Covering SHINGLES
Type 8' Sim Ddp 2"x2"
Ed.
ST. LUCIE
Section E (rile Calculations)
For Moment based the 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:-X,1._= _)-Mg:_=Mn- Product ApprovalM
(Zone 2e: _xl_= )-Mg_=INA._ Product ApprovalM
(Zone 2n: x)L = _)- Mg: _=M
,,_ Product Approval Mr
(Zone 2r: _x 1. = _)- Mg: _=Mo,_ Product Approval Mr.
(Zone 3e: _xl,_= _ 1-Mg_=M9e_ Product Approval Mr
(Zone 3r. _X)L_=_1- Mg: _=M,a,_ product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below'
Required Moment of Resistance (Md From Table Below P-H... A--., ea,
M, required Moment Resistance'
Mean Roof Height Roof Slope
15'
20'
25'
30'
q0'
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
29A
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
US E cu in mquna,vu wlm a Ilsi or moment Dasetl the systems
• For Uplift based the 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 Tle Calculations Per RAS 12T
(Zone 1: _x L =x W:=_-) -W: cos r Fn Product Approval F'
(Zone 2e:_X L=xW:=_-W:-cos r=F,i,_ Product Approval F'
(Zone 2n:_X L_ xW:=-W:cos r_ F,m_ Product Approval F'
(Zone 2r. _x L =x W:= ) -W: cos r =F,t, Product Approval F
(Zone 3e:_x L_x W:=_-W: cos r=F,s. Product Approval F'
(Zone 3r: x L=x W:=_j -W:_ cos r= F,3,_ Product Approval F
Obtain Information
Description
Where to find
Design Pressure3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof HeightJob
M1,2e,
Site
Roof Slopelob
Site
Aerodynamic MultiplierProduct
Approval
Restoring Moment due MProduct
Approval
Attachment ResistancerProduct
Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L=length W=width
Prod act Approval
All calculations must be submitted to the building official at the time of permit application.