HomeMy WebLinkAboutKillday Shari - Shawn Signed Building Permit CPSL� 7
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:
:RjoofSystem
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
2,4,5,6,7
Prescriptive BUR-RAS 150
A, B, C
Asphaltic Shingles
A, B, D
1,2,4,5,6,7
A, B, D, E
1,2,3,4,5,6,7
rak'
A, B, D
A, B, D
1,2,4,5,6,7
As Applicable
1,2A4,5,6,7
nTTArHMENTS 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
Owners Notification for Roofing Considerations (Reroofing Only)
Any Required Roof Testing/Calculation Documentation
6.
7,
Form Roof1nfoFeb21 Rev Feb 18, 2021
Sao LU I
Master Permit No
Contractors Name:
Shawn Wolfe
Section A (General Information)
Process No.
License # CM 330245
Job Address 909 Jackson Way, Fort Pierce, FL 34949
ROOF CATEGORY
XX1,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) I -I"' Steep Sloped Roof Area (SF) 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, clearly identify dimensions of elevated pressure zones and location of parapets.
1v.Vg
1UAM
N
00
w
49,9
40*zi
VC19 L
h.1
ST. LUCIE WORKS
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: CIL J�ca'
Product Approval No.: F`- 2 S3 3— dk Z Q
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': �0 Zone 1: 1, W Zone 2: Q W Zone 3: I t <-
Max. Design Pressure, from the specific product approval
system: 1 Z % ► S
Deck: �► I
Type. 5% G,(� A, 0 yaa'o d
Gauge Thickness:
Slope: /q '
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastennelr/B° ding Material:
Insulation Base Layer: .E'-r-4 V 3
Base Insultation Size and Thickness ► • S" N ,c 4 o r H-A >i
Base Insulation Fastener/Bonding Material:
Top Insulation Layer: 7---Yle.r Y J
Top Insulation Size and Thickness: TT ,� fvWs
Top Insulation Fastener/Bonding Material:
=1"1 Z a r t--y I w 7"
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding 74
ri/VV
Ply Sheet(s)' & No. of Ply(s): S 6 S - .
Ply Sheet Fastenerr/BondingtMaterial:
Top Ply:
Top Ply Fastener/Bonding Material:
l�
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':g " oc @ Lap, # Rows �- Is "oc
Zone 1: " oc @ Lap, # Rows Z @ g " oc
Zone 2: G~ if oc @ Lap, # Rows 3 @ oc
Zone 3: " oc @ Lap, # Rows 1-4 @" oc
Number of Fasteners Per Insulation Board:
Zone 1': Zone 1: L Zone 2: Zone 3:
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterf lashing, 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) C
Roof System Manufacturer: � M J `�
Notice of Acceptance Number: _
r 1, l ? 0 2 2�
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: 5 ✓ Zone 2e: Zone 2n: 41 Zone 2r: ! I Zone 3e: � ` Zone 3r: Z-�
Deck Type: 1 ' /g " (; b >( P) ove)c' a
Type Underlayment:
Roof Slope:
12 Insulation: (�-
Fire Barrier:
81
Ridge Ve"A,
n? Fastener Type &Spacing: �'�� C, ; l Now` -�' �S S
Adhesive Type:
a
Mean Roof Height: �) Z
Type Cap Sheet:
\ Roof Covering: s V
Type & Size Drip ENZE=1
Edge:
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based the 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 the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
x = ) - Mg: = M', Product Approval M�
(Zone 2e:
x = _ - Mg' = M,2. Product Approval Mf
(Zone 2n:
x )L = _� -- Mg: = Mz, Product Approval Mf
(Zone 2r:
x = —� - Mg: = M& roduct Approval Mf
(Zone 3e:
x _ —a "' Mg: = M Product Approval Mf
(Zone 3r:
x _ -----7 - Mg: = Mr Product Approval Mf
Method 2 "Simplified Tile Calc ations Per Table Below"
r^A! rt �nnrnval Mf
iequirea fviornenL vl nCDIJLCIII .0 11 4, .
Mr req ed Mom nt sistance*
Mean Roof Height Roof Slope
2:12
15'
34.4
20'
36.5
25'
8.2
30'
39.7
40'
42.2
3:12
32.2
4.
.0
37.4
39.8
4:12
3 .4
.2
3 .8
35.1
37.3
5:12
28
.1
316
32.8
34.9
6:12
26
280
29.
30.5
32.4
7:12
24.
25.
28.2
30.0
*Must be used in conjunction witn a us,
• For Uplift based tile systems use Meth
equal to the Fr values, for each area of
(Zone 1: x L =x W:=_
(Zone 2e: x L =x W:=
n are the III
�pf, t en the tileli
3 lU lift Based Ti
N; cos r
W: Cos r
(Zone 2n:
x L =x W:= ) - cos r
(Zone 2r:
x L =x W: ) - cos r
(Zone 3e:
x L =x W.= ) -W: cos r
(Zone 3r:
x L =x W :_ ) -W: cos r
kF' �ith the values for Fr If the F' values are greater than or
ment method is acceptable.
ulations Per RAS 12T
- r1 Product Approval F'
r2e Product Approval F'
- r2n Product Approval F'
=Fr2r Product Approval F'
=Free Product Approval F'
=Frar Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
From applicable table in RAS 127 or by an engineering analysis
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
prepared by PE based on ASCE 7
Job Site
Mean Roof Height
H
Roof Slope
6
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due o Gravity
Mg
Product Approval
Attachment Resistant
Mf
Product Approval
Required Moment Re istance
MB
Calculated
Minimum Attachme t Resistance
F'
Product Approval
Required Uplift Re stance
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.