HomeMy WebLinkAboutAPPROVED PUTZ roof plansST. LUC E 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:
Roof System
Low Slope Application
Prescriptive BUR-RA5 150
Asphaltic Shingles
Concrete or Gay Tile
Metal Roofs
Wood 5hing#es and
Shakes
Other
Required Sections of
the Permit Application
Form
A, B, C
A,B,C
A, 3, ❑
A, 8, D, E
A, B, D
A, B, ❑
As Applicable
Attachments Required
See List Below
ATTACHMENTS REQUIRED As Aoolir_ahlpl-
1,2,3A,5,$,7 -
2,4,5,6,7
1,2,4,5,6,7
1,2,3,4,5,8,7
1,2,3A,5,6,7
1,2,4AB,7
1,2,3,4,5,6,7
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, RA5 127 or RAS 128
Other Component of Product Approval
4.
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
ST. LUCIE !ORKS
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.: FL1654.1
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: W-82 -BO
Deck:
Type: PLYWOOD
Gauge Thickness: 518"
Slope: 0/12
Anchor/Base Sheet & No. df Ply(s): 1
Anchor/Base Sheet Fastener/Bonding Material:
SCREWS AND PLATES
Insulation Base Layer: N/A
Base Insultation Size and Thickness: TAPERED 1/8"
Base Insulation Fastener/Bonding Material:
SCREWS AND PLATES
Top Insulation layer: N/A
Top Insulation Size and Thickness. N/A
Top Insulation Fastener/Bonding Material:
SCREWS AND PLATES
Base Sheet(s) & No. of Ply(s): 1 PLY
Base Sheet Fastener/Bonding Material:
SCREWS AND PLATES
Ply Sheet(s)' & No. of Ply(s): 1
Ply Sheet Fastener/Bonding Material:
APPTORCH
Top Ply: 1 APP TORCH
Top Ply Fastener/Bonding Material:
APPTORCH
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_"
oc @ Lap, H Rows— ® _° ac
Zone 1:_"
oc @ Lap, # Rows _ ® —" W
Zone 2:—."
oc @ Lap, # Rows — ® _" ac
Zone 3:—"
oc @ Lap, If Rows_ ® _' oo
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,
CounterRashing, 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 v�"VORKS
Section D (Steep Slope Roof System)
Roof system Manufacture,: JA TAYLOR ROOFING EDGE-LOC 1" STANDING SEAM
Notice of Acceptance Number: NOA:18-1023.17
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): .
Zone 1: -69 Zone 2e:�one 2n:110_Zone 2r: -'110 one 3e:-L10Zone 3r:-156
Deck Type: PLYWOOD
Type Underlsyment ELF ADHERED UNDERL4YMENT TO OWENS CORNING TITANIUM FL#116e 1
Roof Siope:
5 12
Insulation:
Fire Barrier:
¢dNK NAILS
ayp'vgRINGSD/4PERIMETER, BD
Adhesive Type:
\ Type Cap Sheet �— --�
Mean Roof Height: 15' FT�f Covering: METAL
Type & Size Drip
Fri
ST. LUCIE WORKS
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 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: _x1
Ill _=Md_ Product Approval M,
(Zone 2e: _XL�=-Mg: _=Mm_ Product Approval Mr
(Zone 2n: '�x)6= _)-Mg: _=M._ Product Approval Mf.
(Zone 2r: _x1._= �-4:_=Mry._ Product Approval Mr
(Zone 3e: -_XL_= -)- Mir. -=Rift- Product Approval Mi
(Zone 3r: -X )L_- _-J-Mg`_=Ma- Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below -Product Annrnval M.
Mrrequired 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
••US • _...,.o,nu,u,on wnn a us or moment oasea 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 F, 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- -Fn_ Product Approval F'
(Zone 2e: _x L_=xW:=_)-yy; cosr Fr2p Product Approval F'
(Zone 2n: _xL =x W:= )-W; cos r=Fno Product Approval F'
(Zone 2r: _x L= x W:=) -W: cos r= F,t,_ Product Approval F'
(Zone 3e: _x L=xW:==__j-W:_cos rF,x Product Approval F'
(Zone 3r:_x L_=x W:=)-W:_cos r=Frar_ Product Approval F'
Where to Obtain Information
Descriptlon
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2q 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
a
Product Approval
Restoring Moment due to Gravity
Mr
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Mr
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 applir tlon.