HomeMy WebLinkAboutROOFINFO91)Ll1CLL
ST. LUCIE WORKS
I
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
Metal Roofs
A, B, D
1,234,5,6T
Wood Shingles and
Shakes
A, B, D
1,2,4,6,6,7
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
STi. LUCIE 'JVOHKS
Section A (General Information)
Master Permit No.% � Process No.
Contractors Name: DV Ce ianq License #> G.CG 1332-3 y,y
Job Address _b.VW l�YDra �e � `1Y , Y4" -51 • LU C4"f. EL _
it 161 Wyr11191•1al
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE
❑ New roof ❑ Repair ❑ Maintenance ff Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 41z if) Total (SF) H ZO
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 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:
Zone 1': Zone 1: _ Zone 2: _Zone 3: _
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:
Gauge Thickness:
Slope: \
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 Mater I:
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:r."
oc @ Lap, # Rows — 0 ' 0
Zone 2:—."
oc @ Lap, # Rows — ° oc '
Zone 3:
" oc @ Lap, # Rows— @ - OC
Number of Fasteners Per Insulation Board:
Zone 1':_Zone 1:—Zone 2:_Zone 3:_
Components Noted and Details as Applicable:
ckin utter, Edge Termination, Stripping,
C tinuous Cleat, Cant Strip, Base Flashing;
a ing, Coping, Etc..
can Roof Height, Parapet Height, Height of Base
Component Material, Material' Thickness, Fastener
iiiener Spacing or Submit Manufacturers Details that
RAS 111 and Chapter 16..
ST. LUCIE
Section D (Steep Slope Roof System)
0
Roof System Manufacturer: 17�t rt O.r�.G 14e4als LGC
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1=2—LZone 2e:— f/Zone 2n: Zone 2r.' e/ Zone 3e: �f I t Zone 3r: —( t
Deck Type:
Type Underlayment QnA
Roof Slope:
,rJ 42
Insulation: '0
Fire Barrier: N
Ridge Ventilation? Fastener Type & Spacing: NA114, 541AJG XI-5 6 . G
Ye'-5 zD L>�
Adhesive Type:
Type Cap Sheet: IVIA
Mean Roof Height: (D Roof Covering:
Type & Size Drip 1�Voa ate,
Edge:
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
(Zone1:
_x2,_= Mg: _=Md_
Product Approval M,
(Zone2e:
_xX_= Mg:
Mu_
Product Approval M�
(Zone 2n:
^xIL_=—Mg:_=Mm,_
Product Approval Mr
(Zone 2r:
.x)L= Mg:
_=Mm_
Product Approval Mf
(Zone 3e:
—x).`= 11— Mg:
_=Mu—
Produ Approval Mr
(Zone 3r:
_xx—=a— Mg:
—
—=M,&—
pro ctApprovalMt
Method 2 "Simplified Tile
Calculations
Per T le Below"
Required Moment of Resistance (Mr) From Table Below
Product
App val Mf
Mr required Moment Resistance*
Mean Roof Height Roof Slope
15'
Z5
30'
40'
2:12
34.4
3 5
38A
39.7
42.2
3:12
32.2
6.0 ,'
37.4
39.8
4:12
32.
3 .
35.1
37.3
5:12
28.4
30.1
1.6
32.8
34.9
6:12
26.4
29.0
29.4
30.5
32.4
7:12
24.4
9
27.1
28.2
30.0
*Must be used in conjunction with a ist of moment bad tile syste s
• For Uplift based tile systems use Met od 3. Compare thl.,vallues for F' with
the values for F, If the F' values are greater than or
equal to the
Fr values, for each area of a roof, then the tile ttachment method is acceptable.
Meth d 3 "Uplift Based Tile alculations
Per RAS 12T
(Zone 1:
x L= x W:= ) - cos r =
Product Approval F'
(Zone 2e:
x L =x W:= ) -W: cos r =F,z2
Product Approval F'
(Zone 2n:
x L =x W:=) -W: cos r =Fr2n_
Product Approval F'
(Zone 2r:
x L =x W:= ) -W: cos r =Frz
Product Approval F'
(Zone 3e:
x L =x -W: c r =Frae_
Product Approval F'
(Zone 3r:
x L =1 \ -W: cos =Frar
w\W�:�\��)
Product Approval F'
ere to Obtain formation
Description
Symbol
Where to find
Design Pressure
Zones 1, e, 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
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
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L=length W=width
Product Approval
All calculations must be submittedto the building official at the time of permit application.