HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETLU l! N-T
L' L i' t., t L'
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:
Required Sections of
Attachments Required
Roof System
the Permit Application
See List Below
Form
Low Slope Application
A, 8, C
1,2,3,4,5,6,7
Prescriptive BUR-RA5 750
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, d
I ' 4,5,6,7
I
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,5,7
Metal Roofs
A, B, D
1,2,3,4,5,9,7
Wood Shingles and
A, B, D
1,2,4,5,6,7
Shakes
Other
As Applicable
1,2,3,4,5,6,7
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 Notificatior+ for Roofing Considerations (Reroofing Only)
7. Any Required Roof Testing/CalcsAation Documentation
Form Ruuf1nf0Feb21 Rev Feb 18, 2021
e.
s
Section A (General Information)
Master Permit No.
Process No.
Contractors Name;
e.ctSufe
acsofinq
License N GGCI3'5o65'3
Job Address. ___'a
.S41)1 OL %loth
(. ('A -
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles )II(MetalPanel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS ISO
ROOF ROOF TYPE.
❑ New roof ❑ Repair 17 Maintenance X Reroofing ❑ Recovering
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (sr) 4105
Section 8 (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated Pressure zones and location of parapets.
EMNEEMENum-
N
mmmmmmg
No
NOME
MMM
MOM
MMMMM_
EMEEMN
MEMO
E
mom
ME
ME
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 Calculation(;:
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:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—"
oc @ Lap, # Rows_ ®_ or
Zone 1:_._."
oc @ Lap, # Rows — @ — cc
Zone 2:_"
oc @ Lap, # Rows — @ —' 00
Zone 3:_"
oc @ Lap, # Rows— ® —" oc
Number of Fasteners Per Insulation Board:
Zone 1': Zone le 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.
Insulation Base Layer:
Base Insultatlon 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:
FT.
FT.
Parapet
Height
Mean
Roof
Height
%S301 LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer: _
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): _
Zone 1:79 .LZone 2e.79V Zone 2n:_Zone 2r:-%A—Zone 3e-9y zone 3r: 9V
Deck type` i� ly woo d
Roof Slope. Type Underlaprient ea) and g}
12 Insulation:
Fire Barrier:
RidgeVenttlation7 Fastener Type& Spacing: 6r�;s0- SGrcws
to o
Adheslve Type:
Type Cap Sheet �^
Mean Rod Height: 1 s ' Roof Covering: S\( no a
Type & Sim Drip
Edge:
ST. L.UCIE
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 M, values
are greater than or equal to the Mr values, for ea4h area of the roof, then the tile attachment method is acceptable.
Method 1 'Moment Based Tile Calculations Per RAS 12T
{Zone _ x ,�_, a _) _ Mg: _= Mn _ Product Approval M.
(Zone 2e: _xj__ _)_ Mg: _=M.,_ Product ApprovalMf
(Zone 2n; -x1.__ _Mg:_=Mm,_ Product Approval M,
(Zone 2r: _xx_- _)-Mg:_=M
m- Product Approval M,
(Zone3e: _xA_= _)-Mg: _=Mru,_ Product Approval Mr
(Zone3r: -%I--= _ Mg: _=MIN - Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mr
M, required Moment Resistance*
Mean Roof Height Roof Slope 15' _ 20' 25 -- 3�' " 40' -
2:12 34.4 36.5 -- 38.2 y 39.7 42.2
3:12 _321_ _ 34.4 T 36.0 i 3_7.4 39.8
4:12 _ _1 30.4 32.2 35.1 373
6:12 26.4:12 _2.4 30.1 -� 31.6 32.8 734.9
_ 28.0 _ 29.4 30.5 32.4
_ 7:12�-- 24.4 25.9 27.1 _ 28.2 - -
_m_ 30.0
'Must be used in conjunction with a list of moment based file 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 =F,t Product Ap
proval F'
(Zone 2e: x L_=x W:= ) -W: Cos r =Fro•_ Product Approval F'
(Zone 2n: x L -x W:= ) -W:-~ Cos r =F,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 =F,3e Product Approval F'
(Zone 3r. x L_ x W:=_) -W;_I cos r =Fn,_ Product Approval F'
Description
_Symbol."
Design Pressure
Zones 1. 2e, 2n, 2r, S
Mean Roof Height
H
Roof Slope
6
Aerodynamic Multiplier
Restoring Moment due to Gravity
_ -z
MA
Attachment Resistance_
Mr
Required Moment Resistance
Mt
Minimum Attachment Resistance
p
Required Uplift Resistance �-
F,
Average Tile Weight
W
Tile Dimensions
L = length W = wi
All calculations must be submitted to the building official at t
to Obtain Information
Where to find
From applicable table in RAS 127 or by an engineering analysis
3r I
prepared by PE based on ASCE 7
_ Job Site T --
Site
TJob
_ 1 Product Approval -
Product Approval-
_ Product Approval
_ ICalculated
Product Approval -- -- -- -- -
_ !Calculated -
-- Product Approval -- - - - - -
thJ Product Approval
0 time of permit application.
- -