HomeMy WebLinkAboutAPPROVED, Permit Info SheetST. L.UCIE WORKS
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: ,rLicens�e`4 ('r r
Job Addres SeaQra� QIr•E-L r e,[u RL
ROOF CATEGORY
❑ Low Slope ❑ yrlechanically Fastened Tile C] 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) Steep Sloped Roof Area (SF) 2�% 2 5 w Total (SF) 27�q�
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.
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ST. LUCIE WORKS
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,a,4,5,8,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, 8, D
1.2,4.5,9,7
Concrete or Clay Tile
A, B, D, E
Metal Roofs
A, B, D
1,2,3,4,5,6,7
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
rouri RoofinfoFeb2l Rev Feb 18, 2021
ST. LUCIE WORKS
Section C (Low Slope Roof)
Fill in specific roof assembly components and identify
manufacturer
(It 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 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:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':__" oc @ Lap, # Rows— ®= oc
Zone 11 " oc @ Lap, # Rows ®oc
Zone 2:—" oc @ Lap, # Rows ® . oc
Zone 3:—" oc @ Lap, 4 Rows— @ 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, 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 WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer:M -eA l GL V>
Notice of Acceptance Number. F7L f 70 Z 3 f
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1_ " Zone 2e:�one 2n:_Zone 2r.-Zone 3e: f gone 3r.
Roof Slope:
—�: 12
Ridge Vent bon?
r
Deck Type: vV
Type Underiayment
Insulation:
Fire Barrier: A
Mean Roof Height: 1 J�—
FastenerType& Spac
Adhesive Type:
Type Cap SI
Roof Covering: mt+QdS
Type & Siza Drip ZXZ a V 1
Edge:
ST. LUCIE WORKS
Section E (Tile Calculations(
For Moment based file 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 Mrvalues, for each area of the roof, then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
_xIL^_ ��. MW
Mn-
Product Approval K
(Zone2e:
_x)t`>. _)-Mg:_.Mft
Product Approval M,
(Zone 2n:
_ x l _ = _J - Mg
_ = M b _
Product Approval Mi- -^^
(Zone 2r:
-x).-- _)-Mg: _
-Mw_
Product Approval Mi
(Zone 3e:
-x)._= _)-Mg:
_= M,a,-
Product Approval M, -
(Zone 3r:
_ x )<-- - -) - Mg'-
= Mo-
Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below
Product
Approval ML
M, required Moment Resistance'
Mean Roof Height Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
365
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 tile 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 the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:=) -W: cos r =Fr1
Product Approval F
(Zone 2e° x L =x W:=____j -W: cos r =Fr2e
ProductApproval F'
(Zone 2n: x L =x W:=-W: cos r =Fr2"
Product Approval F'
(Zone 2r. x L =x W:=_____j -W: cos r =Fr2r
Product Approval F'
(Zone 3e: x L =x W:=----) -W: cos r =Fri
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
a
Job Site
Aerodynamic Multiplier
]
Product Approval
Restoring Moment due to Gravity
M9
Product Approval
Attachment Resistance
Mt
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
Alt calculations must be submitted to the building official at the time of permit application.