HomeMy WebLinkAboutAPPROVE,D PA_Extreme VMAX 5V (4)L 11 LU CLL
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.Za4 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
1,2,3,4,5,fi,7
Wood Shingles and
Shakes
A, B, D
1,2,4.5,6,7
Other
As Applicable
1,2,3,4A%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
-� Job
Process No.
License # CCC-058011
C
ROOF CATEGORY
Low Slope CI ljaechanically Fastened Tile ❑ Mortar/Adhesive Set files
❑Asphaltic Shingles Vetal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE
❑ New roof ❑ Repair ❑ Maintenance % Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION 11 � �]
Low Slope Roof Area (SF) 4 Steep Sloped Roof Area (SF) �� �D Total (SF)
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, dearly 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: Polyglass
Product Approval No,: FL 1654
Design Wind Pressures, From RAS 128 Or Calculations:
-53. -53.3 -74.4 -95.8
Zone 1': one 1: Zone 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type: Plywood
Gauge Thickness:
Slope: 1-1/2 ! 12
Anchor/Base Sheet & No. df Piy(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): Polyglass SA-V & 1
Base Sheet Fastener/Bonding Material:
Self -Adhesive
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top PIy: Polyglass SA-P
Top Ply Fastener/Bonding Material:
Self -Adhesive
White Granular Surfaces
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1'—" oc @ Lap, # Rows— ® - GG
Zone 1:oc @ Lap, # Rows —@ "Clic
Zone 2:—"oc@Lap, #Rows —@—"0
Zone 3" oc @ Lap, kt Rows.— @ oc
Number of Fasteners Per Insulation Board:
Zone 1': Zone 1: Zone 2: Zane 3:
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.,
fndicate: 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. LU TE
Section D (Steep Slope Roof System)
Extreme Metal Fab
Roof System Manufacturer:
Notice of Acceptance Number: FI_ 17023
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 81.7
Zone 3: Zane 2e: 7one 7n:_Zone 2r: Zone 3e Zone 3r,
Deck Type: 5/8" Plywood
Type Underlayment High Temp/Self Adhesive Underfayment
Roof Slope'
-L 12 Insulation: N/A
Fire Barrier., N/A
Ridge Ventilation? Fastener Type &Spacing: #110x1.5"-12"x12" Pattern 16" o.c. (Wood Zac)
NIA
Adhesive Type N/A
Type Cap Sheet N/A
Mean Roof Height: 15 ft Roof Covering: 26 Ga 5V Metal Roof Panels
Type & Size Drip 2" x2" Galy. Steel
Edge:
ST. LUCIE
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mr 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 X,
_ _) - M �_
Mn _
Product Approval M,
(Zone 2e:
_ x k`_
-) -Mg:
_. M,,_
Product Approval Mr
(Zone 2n:
_ x 1l
_ _ j - Mg:
_= f4a _
Product Approval Mf
(zone 2r:
_x1_W
_�- Mg:
^-M,a,^
Product Approval Mr
(Zone 3e.
_x X_=
-Mg:
_= M,s,_
Product Approval Mr
(Zone 3r:
- x 1_
c - Mg:
= M,*-
product Approval Mf_
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Me ---
Mr required Moment
Resistance*
25' 30' 40'
38.2 39.7 42.2
_ 36.O 37.4 39.8
33.8 35.1 37.3
Mean Roof Height Roof Slope
is,
20'
2:12
34.4
36.5
3:12
32.2
34.4
4:12
30.4
32.2
5:12
28A
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 the 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:=^j -W:
cos r
=Fri
(Zone 2e:
x L
=x W:=___) -W:
cos r
=Fr2e
(Zone 2n:
x L
=x W:=_____) -W:
cos r
=Fr2n
(Zone 2r:
x L
=x W:=___j -W:
cos r
=Fr2r
(Zone 3e:
x L
=x W:=_____) -W:
cos r
=Fr3e
(Zone 3r:
x L
=x W:=_) -W:
cos r
=Fr3r
Product Approval F'
Product Approval F'
Product Approval F'
Product Approval F'
Product Approval F'
Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones I, 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
B
Job Site
Aerodynamic Multiplier
I
Product Approval
Restoring Moment due to Gravity
Ma
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M8
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions I
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.