HomeMy WebLinkAboutAPPROVED Roofing Permit Information Sheet17 l CLL
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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:
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, 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
1,2,3,45.6,7,
Metal Roofs
A, B, D
1,2,3.4,5,6,7'
Wood Shingles and
Shakes
A, B, D
1,2,4,5,6.7
Other
As Applicable
1,2,3,4.5,6,7
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 RooflnfoFeb21 Rev Feb 18, 2021
ST. LUCIE WORKS
Section A (General Information)
Master Permit No.
Campany Roof Maintenance Roofing Division, LC
Contractors Name: License tt
Job Address 4330 N A1A, Fort Pierce, FL 32949
ROOF CATEGORY
Process No.
CCC 1330613
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
X Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) 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.
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Client information: Customer Information: Commercial Repo
rt
ort
Campany Roof Maintenance Roof f� I
Ph: 561-863-6550 4310 N Hwy AIA, Fort Pierce, FL 34949 order Number:1000029330
Email: danielle.conti@campanyroofing.com Tuesday, November 17, 2020
Property Photos
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East Side View West Side View
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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: Johns Manville
Product Approval No.: FL 16758-RlB
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: -247.5
Deck:
Type: Concrete
Gauge Thickness:
Slope: 0:12
Anchor/Base Sheet & No. df Ply(s): ASTM D41
Anchor/Base Sheet Fastener/Bonding Material:
Primer
Insulation Base Layer: 1/4" Poly ISO
Base Insultation Size and Thickness: 04, 1/4"
Base Insulation Fastener/Bonding Material:
JM Roof system Urethane Adhesive (RSUA)
Top Insulation Layer: 1/2" Nigh Density Wood Fiberboard
Top Insulation Size and Thickness: 4X4, 1/2"
Top Insulation Fastener/Bonding Material:
JM Roof system Urethane Adhesive (RSUA)
Base Sheet(s) & No. of Ply(s): DynaWeld Cap (1) Ply
Base Sheet Fastener/Bonding Material:
Torch Applied
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply: JM 80 Mil PVC Membrane
Top Ply Fastener/Bonding Material:
JM Two Part UTA (Urethane Insulation Adhesive)
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1'6
" oc @ Lap, # Rows, @ "oc
Zone 1•
"oc @ Lap, # Rows ® "oc
Zone 2:—"
oc @ Lap, # Rows ® "0
Zone 3
" oc @ Lap, # Rows_ ® "oo '
Number of Fasteners Per Insulation Board:
Zone 1' N/A Zone 1- N/A Zone 2• NA Zone 3: N/A
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..
JM 80 Mil PVC Membrane
FT.
4'
Parapet
Height
FT.
1/4" High Density Wood Fiberboard 140'
1/4" Poly ISO Mean
DynaWeld Cap (1) Ply Roof
Height
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:—Zone 2e:_Zone 2n:_Zone 2r:_Zone 3e:_Zone 3r:
Deck Type:
Type Underlayment
Roof Slope'.
12 Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet--�
Mean Roof Height: Roof Covering:
Type & Size Drip
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mf 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:
_xX_=
Mg:
_=Mn_
Product Approval M,
(Zone 2e:_x,l_=
)-Mg:_=M,2•_
Product Approval Mr
(Zone 2n:
_xA_=
Mg:
Ma,
Product Approval Mr
(Zone 2r:
_X;L_=
_)-Mg:_=Mar
Product Approval Mt -
(Zone 3e:
x]L_=
I- Mg:
_=Mo•_
Product Approval Mr
(Zone 3r:
_xk_=
_J- Mg:
_=Mry_
Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval M•
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
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
1 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
=F,t
(Zone 2e:
x L=
x W:=) -W:
cos r
=Fr2•_
(Zone 2n:
x L=
x W:=_) -W:
cos r
=F,2n_
(Zone 2r:
_x L=
x W = ) -W:
cos r
=Fr2r_
(Zone 3e:
x L=
x W:=) -W:
cos r
=F,u_
(Zone 3r:
x L=
x W:=) -W:
cos r
=F,a,_
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 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
B
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Mg
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.