HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETSKL U 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:
Required Sections of
Attachments Required
Roof System
the Permit Application
See List Below
1
Low Slope Application
Form
�
A, B, C
A, B,. C
11,2�3,4r5,6.7 _
Prescriptive Btl R-RA5 150
2,4,5,6,7
I
Asphaltic Shingles
E
A, B D
A, S, D E
j
_
1,2,4,5,6,7
1,P,5,4,5,6,7
Concrete or Clay Tile
Metal Roofs
i
A, g, D
1,2,5,4,5 1a,7
'Wood Shingles and
A B D
Shakes
As Applicable
1,2,3,4,5,6,7
Other
ATTACHMENTS REQUIRED As Applicable):
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
Generai Limitations
Applicable Detail Drawings
3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RA5 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 RooflnfoFeb23 Rev Feb 18, 2021
ST. LUCIE WORKS
Section A (General Information)
Master Permit No.
Process No.
ContractorsName: �( i t 1�` �
T Ti OC
License #� (2 CCA 3 _3
Job Address 53 U_rf-(L-
y-1 L --, -FoC�
T L. �'.
TL
. -`1 'f
❑ Low Slope
161phaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF) C>? LQ —I
ROOF CATEGORY
❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
❑ Maintenance 'Peroofing
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) 02p2 c) (
❑ Recovering
Total (SF) CAS
Section 6 (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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ST. LUCIE WORKS
Section C (Low Slope Roof)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not us identify as "NA")
System Manufacturer:
Product Approval No.: lc)(D` . C) —j
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': Zone 1: Zone 2: Zone 3:
Max. Desig Pressure, from the specific product approval
system
Deck:
Type:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No, df Ply{s): ElQ. StO
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Laye .
Base Insultation 5lze 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 Fasten erjBonding Material;
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
I-P -- L.d
Top Ply: El a"CALX 5
Top Ply Fastener/Bonding Material:
�Pr f MLA- CA- W -�- VJd KZU -
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1'—_ -" ❑c @ Lap, # Rows �-- @ oc
Zone 1:_±" oc @ Lap, # Rows _�L @ " o0
Zone 2: 4 " oc @ Lap, ## Rows __q @ Toe
Zone 3:_q_" ❑c @ Lap, # Rows}L @ `i' " oc
Number of Fasteners Per Insulation Board:
Zone 1': v 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,
Counterllashing, 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 1 11 and Chapter 16..
&t4%
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof 5ysterri Manufacturer: �q F
Notice of Acceptance Number; 4
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: -PI q wo0
Type LJnderiayment I CL55 To( LAS-�t
Roof Slope:
L 12 Insulation: L � - --
Fire Barrier:
E
Ridge tilation? Fastener Type &Spacing: i Lel Q C. � l n 4Lit& " f
Adhesive Type:
Type Cap Sheet:
[Mean Roof Height: I Roof Covering:
� A F i i 'm 6 -fir 1 i rv�'
Type & Sim Drip 3 Yl
Edge:
ST LUCI E 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 Mf.1f the M=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)L -- Mg: Nt� Product Appro Mi-
(2one 2e: x _ �^j - �4Ag `Mf2e Product Ap oval Mr
(Zone 2n: x "�- Mg: =M,2,, Product pproval Mf
(Zone 2r: x -1g: = tl Produ Approval Mf
(zone 3e: x � = -fulg = M Pr uct Approval Mf
(Zone 3r: x A - - Mg: ❑duct A pprovaI M=__
Method 2 "Simplified Tile Calculations r Table Below"
Required Moment of Resistance [Mrl From Table Below Prr hart nnrnvnl MF
Mr required Moment
Resistan �
Mean Roof Height Roof Slope
15'
20'
25' 1 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
28 29.4
2 .9 27.1
30.5
28.2
32.4
3{},0
7:12
_ .4
- Iwust De uses in conjunction h a fist of mom t based the systems
• For Uplift based tile syste se
ethod 3. C
pare the values for F' with the values for Fr if the F' values are greater than or
equal to the Fr values, for each
Tea f the r
f, then the the attachment method is acceptable.
Metho 3
"Uplift Based Tile Calculations Per RA5 12T
{zone 1: x L =
}
cos r =Fri. Product Approval F'
(Zone 2e: x L =x W:=
-W:
cos r =Fr2e Product Approval F'
(Zone 2n; x L =x W:=
) -W:
cos r =Fr2n Product Approval F'
2r: x L =x W:=
) -W;
cos r =Fr2r Product Approval F'
+(Zone
(Zone 3e: x L =x W:-
Cos T =Fr3e Product Approval F'
(Zone 3r: x L =x W.=
) -W:
cos r =Fr3r Product Approval F'
v
Where to Obtain Information
Description
Design Pressure
5ymbo[ _ Where to find
Zones 1, 2e, 2n, 2r, 3e, 3r From applicable table in RA5 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
lob Site
Roof Slope
9
Job Site
Aerodynamic Mu ' tier
a
Prod uctApproval
Restoring Mom t due to Gravity
Mg
Product Approval
Attachment Re !stance
Mf ProductApproval
Mg Calculated
F' ProductApproval
Fr Calculated
W Product Approval
L = length W = width I Product Approval
the building official at the time of permit application.
I
Required M❑ ent Resistance
Minimum A achment Resistance
Required Uplift Resistance
Average Tile Weight_
Tile Dimensions
All calculations must be submitted to