HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETCo L
L L 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:
Roof System
Low Slope Application
i Prescriptive BUR-RAS 150
i
Asphaltic Shingles
Concrete or Clay Tile
Metal Roofs
Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
A B C m.._.
A B D _
A,B,D,E
A, B, D
-
A, 8, D
As Applicable
Attachments Required
See List Below
ATTACHMENTS REQUIRED As Applicable):
1. Fire Directory Listing Page
/. 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 :
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
2,4,5,6,7
1,2,4,6,6,7
1, 2,3,4,5,6,7
1,2,3,4,5,6,7
1,2,4,5,6,7
1,2,3,4,5,6,7
Form RooflnfoFeb21 Rev Feb 18, 2021
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: i�Z Cr.& CR SZ&YAs License #
Job Address
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) � Steep Sloped Roof Area (SF) �" Zr Total (SF) Tj
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
�. .
,,n, -
�� ri
�;
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.: (Z1 Z9 Y — {rr.)
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': 3`(Zone 1 Zone 2Zone 3 I\CN
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:S
u
Gauge Thickness:
Slope: �1 c
Anchor/Base Sheet & No. df Ply(s): �C
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultation Size h Y4Vss:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and ,Th�cVn s:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): ��``•(S+e,�,��
Base Sheet Fastener/Bonding Material:
An �A]
Ply Sheet(s)'``& No. of Ply(s):
Ply Sheets O iMnding Material:
Surfacing: r4,,
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—" oc @ Lap, # RVws @ "ac
Zone 1;—" oc @ Lap, # @ "oc
Zone 2:._.._." oc @ La , o @ "oc
Zone 3:—" oc @ Lap, # Rows @ " oc
Number of Fasteners Per Insulation Board:
Zone 1': 6nAZone 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.
Top Ply: \ 'Zcy_OJ ,r.-Aj rj, p %um +�c+►�iLGPr Q��c t"
Top Ply Fastener/Banding Material:
FT.
Parapet
Height
Mean
Roof
Height
3.2 Using Table 1 or 2 below, as applicable, determine the minimum design prE
each respective roof area, which corresponds to the applicable roof height range.
3.3 Referencing the selected Roof Assembly Product Approval, check that the listed
maximum allowable components and cladding design pressure for the approved system
meets or exceeds those listed in Table 1 or 2 below as applicable.
TABLE 1 7.11 INIMUM ASD DESIGN WIND UPLIFT P SURES I SF FOR OF SLOPE -
5 11/2:12 RISK CATEGORY II EXP SURE CATEGORY "C"
Eave Height
Roof Pressure Zones
1
2
3
515'
-37
-64
-84
-115
> 15' to s 20'
-39
-68
-89
-122
> 20' to s 25'
-41
-71
-94
-128
> 25' to 5 30'
-42
-74
-97
-133
> 30' to <_ 35'
-44
-76
-101
-137
> 35' to 5 40'
-45
-78
-103
-141
> 40' to 5 45'
-46
-80
-106
-145
> 45' to �5 50'
-47
-82
-109
-148
> 50' to 15 55'
-48
-84
-111
-151
> 55' to s 60'
-49
-85
-113
-154
TABLE 2 — MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE -
5 "/2:12 RISK CATEGORY II EXPOSURE CATEGORY "D"
Eave Height
Roof Pressure Zones
1"
1
2
]
7
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