HomeMy WebLinkAboutInstruction Page91T. ILL] IMP
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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;4,5,67
Concrete or Clay Tile
A, B, D, E
112,3,415,6,7
Metal Roofs
A, B, D
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 RooflnfoFeb21 Rev Feb 18, 2021
Section A (General Information)
Master Permit No. Process No.
Contractors Name: FIXD ROOFING LLC License # CCC1332497
Job Address 5731 Clydesdale Ln, Port St. Lucie, FL 34987
ROOF CATEGORY
❑ Low Slope I] Mechanically Fastened Tile 0 Mortar/Adhesive Set Tiles
0 Asphaltic Shingles 0 Metal Panel/Shingles Mood Shingles/Shakes
13 Prescriptive BUR-RAS' 150
ROOF ROOF TYPE_
13 New roof 0 Repair 13 Maintenance 0 Reroofing 13 Recovering
.ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3981 Total (SF) 3981
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:
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 1:—"
oc @ Lap, # Rows @ '° ac "
Zone 2:_"
oc @ Lap, # Rows @ 000
Zone 3:_.._."
oc @ Lap, # Rows— @ "ao '
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,
Counterflasking, 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..
s LUCIE WORKS
Section D (Steep Slope Roof System)
Roof system Manufacturer: Owens Corning Duration Shingle
Notice of Acceptance Number: FL10674-R16
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n:-Zone 2r: Zone 3e: Zone 3r:
Roof :Slope::..
1-4 CZ
Ridge,% cititafign?
Attic Breeze Solar Fans
Deck Type: Plywood
Type:UndefEayment Tri-Built Sanded Self Adhered FL34539
IViean=Ro'oP Height: 12'.i
1n5ulatibm
Fire Barrisr,.
FasfeRer. Type &:Spacing: 8D Ring Shank 6" OC
Adhesive Type:
Type>Cap'-Sheet:
Roof Cowering; Owens Corning Duration Shingles
Type &'Size Drip` 3x3° Galvanized Steel
Edae
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values
are greater than or equal to the Mrvalues, 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:
X1
_ _j-Mg:
=M,
Product Approval Mf-
(Zone 2n:
xX
_ _)-Mg:
=M2„
Product Approval Mf
(Zone 2r:
X;
_ _) - Mg:
= Mr&
Product Approval Mf
(Zone 3e:
x l
_ -} -9�
= Mite..
Product Approval Mf-
(Zone 3r: xl _----JI-M9-=Mrar 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
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 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_
(Zone 2e:
x L
=x W:=
) -W:
cos r.
(Zone 2n:
x L
=x W:=
) -W:
cos r.
(Zone 2r:
x L
=x W:=
) -W:
cos r.
(Zone 3e:
x L
=x W:=
) -W:
cos r.
(Zone 3r:
x L
=x W:=
) -W:
cos r.
=Fri
Product Approval F'
Fr2e
Product Approval F'.
Fr2n
Product Approval F',
=Fr2r
Product Approval F'.
=Fr3e
Product Approval F'.
=Frar
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
6
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mg
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
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.
roofr
Roof Report
Prepared by FIXD Roofing LLC 3981 scift
8 facets
5731 Clydesdale Ln, Port St. Lucie, FL 34987, USA Predominant Pitch 4/12
Matt Herold
Bing Mar 6, 2019
This report was prepared by FIXD Roofing LLC. Copyright Oc 2022 Roofr.com I All rights reserved. 1 C)
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Diagram
5731 Clydesdale Ln, Port St. Lucie, FL 34987, USA
This report was prepared by FIXD Roofing LLC. Copyright Q 2022 Roofr.com I All rights reserved. 2
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Length Measurement Report
5731 Clydesdale Ln, Port St. Lucie, FL 34987, USA
IM Eaves 170ft 1 in MW Valleys 83ft Oin Bull Hips 10ft 2in
Ridges 136ft Oin MMI Rakes 141ft Bin Bull Wall Flashing Oft Oin
®®o Step Flashing Oft Oin QUIS Transitions Oft Oin tm Parapet Wall Oft Oin
MISS Unspecified Oft Oin
15 15 18 17 17
vW
.A
00
Note: The above diagram contains measurements that have been rounded up. 6 and 9 are written •6 and •9 to avoid confusion.
Some edge length totals have been hidden from the diagram to avoid overcrowding. Flashings are depicted as dotted lines.
This report was prepared by FIXD Roofing LLC. Copyright C0 2022 Roof r.com I All rights reserved. 3