HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETL-LLLL
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S u , U: i
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
i
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
1
Low Slope Application
A, B, C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
1,2,4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
E
etal
Wood Shingles and
Shakes
A, B, D
1,2,4,5,6,7
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 Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Form RoofinfoFeh21 Rev Feb 18, 2021
Section A (General Information)
Master Permit No. ✓ Process No.
Contractors Name: I�vICP � �A/ License # ��G I S&P 3�6
Job Address S�Da°/r►'Le �r -rare- �e>s-�cj �G �yg�a-
ROOF CATEGORY
ff Low Slope ❑/Mechanically Fastened Tile ElMortar/Adhesive Set Tiles
0 ❑Asphaltic Shingles Metal Panel/Shingles ❑wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑Recovering
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped.r�. Roof Area (SF) � b Total (SF) 9q0 D
Section B (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.
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: f20((*14(55 t�SA
Product Approval No.: 1651, 1
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1':-3.Z•Zone 1: -6"/ Zone 2: -re/Zone 3: -115
Max. Design Pressure, from the specific product approval
system: - 1 / Z • 5
Deck:
Type: �l�Gt/QQU
Gauge Thickness: AAlif
Slope:
Anchor/Base Sheet & No. df Ply(s): f e4t r1a,5 rD,b�
� J
Anchor/Base Sheet Fastener/Bonding Material:
'gin Cuffs i/`! R,na�ltgsi n.t;/5
Insulation Base Layer: )VIA
Base insultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and
Top Insulation FAsteher/koriding Material:
Base Sheet(s) &
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)' & No. of Ply(s): l D/N 5Ay
Ply Sheet Fastener/Bonding Material:
SFl V - 5A
Top Ply: 'I Aw SAP
Top Ply Fastener/Bonding Material:
Surfacing: 1' /A
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1': "
oc @ Lap, # Rows
H @
y "oc
Zone 1: � "
oc @ Lap, # Rows
'4 @
y -oc
Zone 2: 'N "
oc @ Lap, # Rows
y ®
N "oc
Zone 3:T"
oc @ Lap, # Rows
—!i- "oc
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, f�t�ight✓HeggE of Buse
-61a5h+Rg, Component /Iaterial, Material' Thickness, Faste er
Type, Fastener Spacing or Submit Manufac urers Details that
Comply with RAS 111 and Chapter 16..
FT.
Parapet
Height
� ru •, is ..
FT.
E/Qyfobnsc 4.0 NN
Av a• v NM
5Rp 3.5 NM
Mean
Roof
Height
Section D (Steep Slope Roof System) �/� t
Roof System Manufacturer: i/ �%%��%�l I -� �/® C/latsi ` 7
Notice of Acceptance Number:
aggj q .
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: "-71 Zone 2e: - 41 Zone 2n: Zone 2r:'qLZone 3e:-� UlZone 3r: — It(
- Deck Type: Wood 1l / i3 11
Type Undertayment: ed CA-.
Roof Slope:
12 Insulation: 1A
Fire Barrier: l A
Ridge Ventilation? Fastener Type & Spacing: I
'/I Ain,007A�i
L5
Adhesive Type: A6 A
Type Cap Sheet:
Mean Roof Heig ht: ) Roof Covering:
Type & Size Drip
Edge:
_ '
ES LUC�:
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mf 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
(Zone1: _x2._=-
Mg: -=M,,- Product ApprovalM,
(Zone2e: _x2,-=
-Mg: _=M, Product Approval Mr
(Zone2n: _xh-=
-)-Mg:_=M,2,- Product Approval Mf-
(Zone 2r: _.x2,.=
_)-Mg: -=M2r_ Product Approval Mf
(Zone3e:--x2,.-=
_)-Mg:-=Mr, - Product Approval Mf-
(Zone 3r: _XX-=
-)-Mg:-=Mrar- Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance
NO From Table Bellow Product Approval Mf
M, required Mom sistance*
Mean Roof Height Roof Slope
15'
Z
2
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
.4
30.5
32.4
7:12
24.4
.9
27.
28.2
30.0
*Must be used in conjunction with a list of moment b ed the systems
• For Uplift based tile systems use Method 3. Compare t values for F' with
the values for F, If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the ti attachment method is acceptable.
Meth\"Upliftsed T� Calculations
Per RAS 12T
(Zone 1: x L=x W:=) -r Fn
Product Approval F'
(Zone 2e: x L =x W:= ) s r = e
Product Approval F'
(Zone 2n: x L =x W:= ) s r =Fa"Product
Approval F'
(Zone 2r: x L= x W:=) s r=Fr2r
Product Approval F'
(Zone 3e: x L =x W:=) s r=Eras
Product Approval F'
(Zone 3r: x L =x W:= ) s r =Fran
Product Approval F'
Where to CAn Information
Description
Sym
Where to find j
Design Pressure
Zo es 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
j H
Job Site
Roof Slope
L 6
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
MX,
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
Tile Dimensions
W
L= length W = width
Product Approval -{
Product Approval
All calculations must be submitted to the building official at the time of permit application. -Jj