HomeMy WebLinkAboutAPPROVED, PA, Extreme VMAX 5V (3)1, L (I LLL
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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, 8, 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
1,2,3,4,5,8,7
Metal Roofs
A, B, D
1,2A4,SA7
Wood Shingles and
Shakes
A, B, D
1,2,4.5.6,7
Other
As Applicable
1,2,8,4,5,6,7
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 RoofinfoFeb21 Rev Feb 18, 2021
Section A (General Information)
Master Permit No.
Contractors Name: Collins Roofing Inc
4 Job Add
Process No.
License # CCC-058011
ROOF CATEGORY
II Low Slope ❑ chanically Fastened Tile 0 Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles V etal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE ,
❑ New roof ❑ Repair ❑ Maintenance V Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Z Total (SF) 2-1
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.
^I LUCIE
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($):
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— @ ° G
Zone 1:—" oc @ Lap, # Rows — @ " oe
Zone 2:—" oc @ Lap, # Rows — @ — oc "
Zone 3:—" oc @ Lap, # 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.
T !_! �(" 177
Section D (Steep Slope Roof System)
Extreme Metal Fab
Roof System iManufacturer.
Notice of Acceptance Number: FL 17023
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 81.7
Zone 1: Znne 2e:one 2n: Zone 2r: Zane 3e: Zone 3r:
Deck Type: 5/8" Plywood
Type Underlayment High Temp/Self Adhesive Underlayment
Roof Slope,
��� 12 lnsulabon. NIA
Fire Barrier: NIA
Ridge Ventilation? Fastener Type & Spacing: #10x1.5"-12"x12" Pattern 16" O.C. (Wood Zac)
N/A
Adhesive Type: NIA
Type Cap Sheet N!A
Mean Roos Height: 15 ft Roof Covering: 26 Ga SV Me[a1 Roof Panels
Type & Size Drip 2"x2" Galv. Steel
Edge:
STL��� :
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 Mr values
are greaterthan 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 ;L
_; _� _ MT
Ma _
Product Approval M-
(Zone2e:
=xx`=
_j-Mg:_=Ma_
Product Approval W--
(Zone 2n:
_x7L�-
Mg:
_=Mm_
Product Approval Mr --
(Zone 2r.
- x Jt
_= _, - Mg:
_ = Me-
Product Approval Mf
(Zone 3e:
-X ;L-=
Mg:
_= Mft
Product Approval Mr, - --
(Zone 3r: I
mm X IL
-= Mg:
- = Map
Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,)
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
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 F, 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
=Frz
Product Approval F'
(Zone 2e:
x I.
=x W:= } -W:
cos r
=Fr2e
Product Approval V
(Zone 2n:
x L
=x W ____ _) -W:
cos r
=F,2n
Product Approval V.
(Zone 2r.
x L
=x W:= ) -W:
cos r
=F,2r
Product Approval F'
(Zone 3e:
x L
=x W:= ) -W:
cos r
=Fr3e
Product Approval F',
(Zone 3r:
x L
=x W:=_---j -W:
cos r
=Fr3r
Product Approval V.
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
8
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
Mx
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Me
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
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.