HomeMy WebLinkAboutAPPROVED Permit Information Sheet(1)`u L L L ,
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ST. LUCIE
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
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
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
Metal Roofs
A, B, D
1,43,45,6,7
Wood Shingles and
Shakes
A, B, D
1,2,4,%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
S.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 18, 2021
T. LUCID`
Section A (General Information)
Master Permit No. i ' Process No.
Contractors Name: MidialeI W'�Ij A License# cc mono 7
Job Address y � S i- V" h 4 ye P64 X. Ld e
ROOF CATEGORY
ow Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
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) 600 Steep Sloped Roof Area (SF) J600 Total (SF) 4o 00
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.
T. LUCIE'A"( K
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: C Q f b"u J eej
Product Approval No.: ELL 2 21 - /C2,J
Surfacing: NIA
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1'• 66--" oc @ Lap, # Rows3— @ �° oc;• b " Zone 1oc @ Lap, # Rows 3— ®1L" oc
Zone 2-L" oc @ Lap, # Rows 1- @ -6—" oc '
Zone 3: 6 " oc @ Lap, # Rows_J- @ 1',° oc
Number of Fasteners Per Insulation Board:
Design Wind Pressures, From RAS 128 Or Calculations: Zone 1'�Zone 1:�� )c Zone 2�gZone 3:22—
Zone 1':.n Zone 1: 10— Zone 2: ilZone 3: _ t�C
Max. Design Pressure, from the specific productapproval
system: /1 S
Deck:
Type: bV 00d
Gauge Thickness: J7 it
Slope: �yper 401h
Anchor/Base Sheet & No. df Ply(s):
Anchor/B''aIIs//e/nSheet Fastener/Bonding Material:
NjlA
Insulation Base Layer: A
Base Insultation Size and Thickness:
Base Insula ion Fastpnpr/Bonding Material:
N
Top Insulation Layer: NUA
Top Insulation Size and Thickness:
Top Insulation Fastener/ riding Material:
Base Sheet(s) & No. of Ply(s): t'IinTiAr�•( �i/� /iSi��'1�
Base Sphlej Fastener/Bonding Material:
citf_r
JCfiW
Ply Sheet(s)' & No. of Ply(s): r - -t
Ply Sheet F stene /Bon ing Material:
.sPI�-ad��
Top Ply:
Top Ply Fastener/Bonding Material:
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..
T LUCID
Section D (Steep Slope Roof System)
Roof System Manufacturer: Oe OAJ COrn►'Ih
Notice of Acceptance Number:
Ft- 10614 - RIb
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n:-Zone 2r: Zone 3e: Zone 3r:
Deck Type:
Type Underlayment:
Roof Slope:
12 Insulation:
Fire Barrier: NIA
Ridg,a Venti[ation? Fastener Type & Spacing: N%�}
Adhesive Type:
Type Cap Sheet:
Mean Roof Height: (5 Roof Covering:
Type & Size Drip . Z6 .
Edge:
ST. L.UCIE
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or
2. Compare the values for Mr with the values from Mr. 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
(Zone 1: _
x _ _� _ Mg:
= M', Product Approval M
(Zone 2e:
x 1 = _� - Mg:
= M,2 _ Product Approval Mf
(Zone 2n:
x JL = _j - Mg:
= M,2, Product Approval Mf
(Zone 2r:
x)L_ - Mg:
= M,i Product Approval Mf
(Zone 3e:
x _ - Mg:
= M,. _____ Product Approval Mf
(Zone 3r: -
x x - _ _.� - Mg:
= Met 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
15'
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 1
24.4 1
25.9
1 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 Fr If the F' values are greater than or
equal to the Fr 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,i Product Approval F'
(Zone 2e: x L =x W:= ) -W: cos r =Fr2e Product Approval F'
(Zone 2n: x L =x W:=) -W: cos r =Fr2n Product Approval F'
(Zone 2r: x L =x W:=) -W: cos r =Fr2r Product Approval F'
(Zone 3e: x L =x W:=� -W: cos r =Fr3e Product Approval F'
(Zone 3r: x L =x W:= ) -W: cos r =Fr3r Product Approval F'
Where to 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 analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mg_
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplif[ Restsee..ce
Gw1�v1•�o0
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.