HomeMy WebLinkAboutROOFING PERMIT INFORMATION , NEW PAPERWORKST. LUCIE WORKS
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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
12,34A%7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B,D
1A4AS.7
Concrete or Clay Tile
A, B, D, E
1,2.SM,6,7
Metal Roofs
A, B, D
1,2A46,0.77
Wood Shingles and
Shakes
A, B,D
1,2,4A%7
Other
As Applicable
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 RooBnfoFeb21 Rev Feb 18, 2021
ST. LUCIE WORKS
Section A (General Information)
Master Permit No.
Process No.
contractors Name: JA TAYLOR ROOFING License # CCC 1325895
Job Add,,, 2719 S 29TH STREET FORT PIERCE FL 34981
ROOF CATEGORY
❑Low Slope ❑ Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles ZMetal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE-
❑ New roof ❑ Repair ❑ Maintenance 9 Reroofing ❑Recovering
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 2,400 Total (SF) 21400
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.
sr° LUCIE WnRKS
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
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': Zone 1: Zone 2: _Zone 3:
Max. Design Pressure, from the specific product approval
Deck:
Gauge Thickness:
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—®_°m
Zone 3:—"
oc @ Lap, # 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,
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..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof system Manufacturer: JA TAYLOR ROOFING 5V CRIMP
Notice of Acceptance Number: FL#17443.1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:_Zone 2e:_Zone 2n:_7one 2r:_7one 3e:_Zone 3r:
\FRwf
nt PEEL & STICK-POLYGLASS MTS FL#5259.1
Roof Sbpe:
ier:
Ridge VeMilaSon?tener Type&Spacing: gD RING SHANK NAILS-6"OC
Adhesive Type:
Type Cap Sheet
Mean Roof HelRoof Covering. METAL
Type & Sim Drip
Frire
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 of 2. Compare the values for M, with the values from Mr. If the Mfvalues
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: I-Mg:_=Mo_ Product Approval Mt
(Zone 2e: Mg: _=M,a,_ Product Approval M,
(Zone 2n: __xl_-- Mg; _=Ma_ Product Approval M.
(Zone 2r _xx_= _)-Mg:_=Mry_ Product Approval Mf
(Zone 3e: '�x)._= I-Mg:_=Ma, _ Product Approval Mr
(Zone 3r: _x 1_= _-)-Mg'_=Mo_ Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below_Product Approval Mf-
M, 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
512
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
rviu>e uc m u in Comunuion wltn a Ilsr or moment based the 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 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 F� Product Approval F'
(Zone 2e: _x L x Wr-_J -W:_ cos r= Fae_ Product Approval F'
(Zone 2n:_x L_x W:=_)-W:_cos r_F,i„_ Product Approval F'
(Zone 2r: _x L_=x W:=---)-W:cos rF,z, Product Approval F'
(Zone 3e:_xL xW:= _-)-W:_cos r= F,y_ Product Approval F'
(Zone 3r: _x L_=x W:=_ j -W:_ cos r-=Frk Product Approval F'
Where to Obtain Information
Oemrlption
symbol
Where tofind
Design
8
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
0
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mr
Product Approval
Attachment Resistance
Mt
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
P
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.