HomeMy WebLinkAboutRoofing Permit Info SheetLULL L--
ST. LUCIE WORKS
T LU IE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code - Building
INSTRUCTION PAGE
COMPLETE E THE NECESSARY SECTIONSF THE UNIFORM ROOFING SHEET
APPLICATION! FORA AND ATTACH THE REQUIRED DOCUMENTS T AS NOTED
BELOW:
Roof System
Low Slope Application
Prescriptive BUR- SAS 150
pha ltic Shingles
Concrete or Clay Ti to
Metal Roofs
Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
A� Bj C
AP Bj
Attachments Required
See List Below
My 5y6p 7
Ap By 1 1 2,45PV
Ax Bo D, E I 1 r111517.
A? B, D 1j !kj4j } j
A? 81 D 1 .,4,5 j63j
As Applicable I 4 .6.
ATTACHMENTS REQUIRED As Applicable):
1. Fire Directory Listing Page
. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
. I Design calculations per Chapter 16, or if applicable, RAS 127 or RA.S 128
4. other Component of Product Approval
5, Municipal Permit Application
6. Owners Notification for Roofing Consideratron5 (ReroofingOnly)
7. Any Rtaquired Roof Tpc;ting/C_;aJr.ulation nortimpntation
Form RooflnfoFeb2l Rev Feb 18, 2021
ST. LUCIE WORKS
Master Permit No.
Contractors Name'.
Job Add res
13 Lo Slope
Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF) 70=-
Section A (General Information)
License #
ROOF CATEGORY
0
Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR-RAS 150
Process No.
El Mortar/Adhesive Set Tiles
CWood Shingles/Shapes
ROOF ROOF TYPE-
0 Maintenance 6 Reroofing
. ROOF SYSTEM INFDR ATION
Steep Sloped Roof Area (SF)
Section B ( Roof Plan)
13 recovering
Total {sF}
Sketch Roof Plan. Illustrate all levels and sections, roof drains, scuppers, overflow scrappers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions Gf elevated pressure zones and fecatien of parapets.
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ST. LUCIE WORKS
Section C (Low Iope Roof)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as fVA" �
System l lanufactur�k:
Product Approval o.:
Design Wind Pressures, From RA 28 Or Calculations:
Zone V: Zone 1. Zone : Zone 3:
Max. Design Pressure, frorn the spedfi roduct approval
system:
Deck -
Type:
Gauge Thickness-.
Slope:
Anchor/Base Sheen & No, df PIV(s)-
Anchor/Base Sheet Fastener/Bonding Mater~iav
Insulation Base Laver:
Base Insoltation Size and Thickness:
Base Insulation Fastener/Borg-ding Material
Top Insulation Layer:
Top $n olatifon Size and Thickness -
Top Insulation Fastener/Bonding Material:
BaseSheet(s) & No� of Ply( ):
Base Sheet Fastener/Bonding Material:
Ply Sheet(-5)' & No, of Ply(s)-
Ply Sheet Fastener/Bonding Materiai.
Top PI:
Top Ply Fastener/Goading Material:
u rfaci n:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1'." c @ Lap, # Rows. moo.
In
Zone - oc @ Lap,, #Rows.
Nurnl6er of Fasteners Per Insulation Guard:
o e 1' . Zone 1: Zone :-Zone 3 :�.
Iiustrate Components Noted and Details as Applicable.
Wood hloc il ng, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cart Strip, Base Flashing,
ou nterfl as h in Coping, Etc..
Indicate: Mean Roof Height, Parapet Height, Freight of Base
Flashing, Component Material, Mate rial# TIC ickness, Fastener
Type, Fastener Spacing or Submft Manufacturers Details that
Comply with RAS 111 and Chapter 16. .
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof SVstem a nufactUrer:
!Notice of Acceptance Number:
t
Minimum Design Wind Pressures, If Applicable ( From RAS 127 or Calculations). .
Zone 1: one e: Zone n+ one 2r: one 3e:Zone 3r:
Roof Slopw;
• 12]
Rage 1brd, "on?
Mean Roo H
De& Type:
Type Underlayment
Ire su Iaflon:
Pre B m'i
kEA1 LA-?
N (^
Adhesive Type:
1A'k(L( aX.HPrLLr
-t4�L�P'
Type Cap Sheet N /'4 I
F
f Goverl it : � M IFN V I 1 ( L
Type & Size Drip Y, ,T
Edge
ST. LUCIE WORKS
Section E (TileCalculations)
For Moment based tale systems,
choose either Method I or 2.
Compare the values fur IM r with the vaIU8s from Mt. If the fir values
are greater than or equal to
the MrVaIUeS, for each area of the roof, there the the attachment method is acceptable,
Method 1 Worrient Based Tile Calculations Per RAS 12T
(Zone 1:
x � .,. g:
- Product Approval I ,
(Zone e:
wig.
Product Approval M.
(Zo n-c 2 n :
Mg.,
Product Approval f
(Zone 2r,
_x X Mg.
Product Approval Mf_�, �
(Zc)ne 3e:
Mg
-- -- Product Approval M+
(Zone 3r:
_x X MgF
Product Approval
I lethod 2 ''Simplified Tile
Ca I cu lat ia ns Per Table Below"
Required Moment of Resin
ce (Mr) From Table Below
Product Approval f - --
�
Mr requEred Moment R tance*
Mean Roof Height Roof Slope
150 00
51
30
40
2:12
N,4
3.5
38.2
39+7
4.
3,12
3 2-2N,_
34.4
36.0
37.4
39.8
4:12
30.4
322.2
33.8
5.1
.
i
5:12 28.4 \30,1 31,6 32.E 4.
6.1 6.4 0 29.4 30.5 32.4
7:12 24.4 5, 27.1 28.2 30.0
`Must be used in conjunct -tors with a list of moment ase
the systems
For Uplift
based tille
systems use Method 3. Com re the
lues for F'
with the values for Fr If the P values are greater than or
equal t the Fr values,
fire each area of the roof,
en the the to h� el t echo is acceptable.
Method 3 "
plift Based
Tile Iculations
Per RA 1 T
(Zone 1:
L—
- W: - ) - :
Cos r
-Fr]
Product pprova I F'
(Zone e:
x L�=
: -
cos r.--FrZe
Product Approval F' -
(Zone 2n:
� L
= W:;-- -
cos r��Fr,��,
Product Approval F'
(Zone fir;
€ L�=
€ V1 : �:�
cas r
-Fr2r�
roduct Approval F--
(Zone 3e:
L.
W:= - :�
cos r—
4r3e�
P duct pprova I F'
(Zane 3r:
L
=x W:= -- - :�
cos r�=Fr3r�
Pro uct Approval Fx -
Description
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Where to Obtain Information
Symbol
Zones 1, 2e, 2n, 2r, 3e, 3r
H
g
Mi
g
Fp
Where to find
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ACE 7
Job Site
Job Site
Product Approval
Prod uct Approvai
Product ApprovaI
i Calculated
Product Approval
Required Uplift Resistance Fr Calculated
Average Tile Weight W Product Approval
Tile Dimensi=5 L = length W = width Product Approval
All calculations mast be submitted to the huilding official at the time of permia application,