HomeMy WebLinkAboutAPPROVED, SHED ROOFINFO(1):`c, Ll! LPL
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ST. LUCIE NORKS
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
1,2,3,4,5,6,7
Metak Roofs
T AA,— - -. D -
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A, B, D
IA4,g,6,7
Other
As Applicable
1,2,3,4,6,6,7
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.
Process No.
Contractors Name:
w—\ Ce
L _0—Y-� License #
CC-Q.
\ 33 2: 4iL
Job Address '�(55-y
C! L,/1d6L
\)7ir�
-\-
7>, erce
;ZiZ�I�iL\IxeL�l;�9
❑ Low Slope ❑`Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles f] Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance 0 Reroofing ❑ Recovering
. ROOF SYSTEM INFORMATION
r _7'i q
Low Slope Roof Area (SF) AlL Steep Sloped Roof Area (SF) K15 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.
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: D y -M'` C c—
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:-f�one 2e:' yZone 2n: 10�Zone 2r:'foyZone 3e:--fa�Zone 3r: — I zs15
Deck Type: + rj ! S it C _ox plywood �
Type Underiayment a17d�
Roof Slope:
12 Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing: 'q Rip �� Ile NAi
AdhesiveType:
Type Cap Sheet:^�l
Mean Roof Height: �� Roof Covering: y// /lia�'�
Type & Size Drip
Edge:
ST. LUCIE VORKS
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 No.:
Design Wind Pressures, From RAS 128 Or Calculations:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—"
oc @ Lap, # Rows—@ "0
Zone 1:—"
oc @ Lap, # Rows — 0 "0
Zone 2:_..."
oc @ Lap, # Rows _ ® "o0
Zone 3:�."
oc @ Lap, # Rows— @ — oc
Nugnber of Fasteners Per Insulation Board:
:— GZone 1: Zone 2:—Zone 3:_.
Zone 1': _ Zone 1: Zone 2: _Zone 3: Illu rate omponents Noted and Details as Applicable:
Max. Design Pressure, from the specific product approval Woo bl cki , Gutter, Edge Termination, Stripping,
system: Hashi , Continuous Cleat, Cant Strip, Base Flashing,
Count ashing, Coping, Etc.
Deck: \Flashing,
ica : can Roof Height, Parapet Height, Height of Base
Type: mponent Material, Material'Thickness, Fastener
e,Faste rSpacingorSubmitManufacturersDetailsthat
Gauge Thickness: mply with RAS 111 and Chapter 16..
Slope:
T�
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 N
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:
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 Mf. If the Mf 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:
-x2-=
�_Mg: _=Mn_
Product Approval M,
(Zone 2e:
=xR_=
-Mg:
_=M,._
Product Approval Mr
(Zone 2n:
^ x 1.-=
_a - Mg:
_= Mom,_
Product Approval Mr
(Zone 2r:
_x 2,_=
- Mg:
= Mom-
Product Approval Mf
(Zone3e: '_xX_=
-Mg:
_=Mm.-
Product Approval Mf
(Zone3r: -)-Mg:-=Mr&- Pro uctApproval Mf
Method 2 "Simplified Tile C er able Below"
w Required Moment of Resistance (M,) From Table BeloProduct ApJ roval Mf.
M, required ome esi nce*
Mean Roof Height Roof Slope
15'
2'
30'
40'
2:12
34.4
36.5
8.
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
.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment baseV tile systems
• For Uplift based tile systems use Method 3. Compare the
equal to the F, values, for each area of the roof, then the
Method 3 "Uplift Base
(Zone 1: x L= x W:= ) -W: cos r_
(Zone 2e: x L x W: ) -W: cos r
(Zone 2n: x L= x W:= ) -W: cos r
(Zone 2r: x L= x W:=-C::_j W �� cos r
values for F' with the values for Fr If the F' values are greater than or
Ile attachment method is acceptable.
1 Tile Calculations Per RAS 12T
=Fri Product Approval F',
Free_ Product Approval F.
Fr2n_ Product Approval F'.
Product Approval F'
(Zone 3e: x L= x W:- ) -W: ---cos r =Fr3e_ Product Approval F'
(Zone 3r: x L= x W:= -W: cos r =Fr3r_ Product Approval F'
Whereto Obtain Information
Description
Sym I
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 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
lob Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M,
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 application.