HomeMy WebLinkAboutROOF INFO 3008 ANDERSON DR5T. 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
Form
Low Slope Application A, 8, C 1,2,3,4,6,6,7
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, 8, D, E 1,2,3,4,5,6,7
Metal Roofs A, B, D 1,2,3,4,5,6,7
Wood Shingles and A, B. D 12,4,5,6,7
Shakes
Other As Applicable 1,2,3r4.6,6,7
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
Section A (General Informatlon)
Master Permit No -
Process No.
Contractors Name:— 'Fy,4u irs C as+ Ruo tCi n� License $l CC C 13?1 C 6 5 3
❑ Low Slope
❑ Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
ROOF CATEGORY
❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Metal Panel/Shingles ❑wood Shingles/Shakes
❑ Prescriptive BUR•RAS 150
ROOF ROOF TYPE.
❑ Maintenance M Reroofing ❑Recovering
. ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) _
Total(SF) Ilat+
Section 8 (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
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 Material:
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, p Rows_ ® _ oo
Zone 1:---" oc @ Lap, # Rows _ ® _" 00
Zone 2: _ " oc @ Lap, 9 Rows _ ® —*on
Zone 3:_" oc @ Lap, N Rows_ 9 _ o0
Number of Fasteners Per Insulation Board:
Zone 1': one 1:_Zone 2:—Zone 3:�
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 1 11 and Chapter 16..
FT.
Parapet
Height
FT.
Mean
-- - Roof
Height
ST. LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
V
F� 3n310 - 12�.
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:i1 7one 2e:_7one 2n:—Zone 2r]!IL2one 3e' YY Zone 3r: _ 9Y
Deck Type:
d
Type Underlayment d { .
Roof Sbpe:
—�: 12 Insulation:
Fire Barrier:
an s
RicigeVentilationl \Fastener Type & Spacing:
`
Adhesive Type
Type Cap Sheet I
Mean Roof Height: 1 Roof Covering: 1 ¢ S
Type&Sim Ddp
Edge:
ST• LUCRE
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, 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: _ x 3,_ _ ----1 _ Mg. _= Mrl -. Product Approval M
(Zone 2e: _x ) `_ - ) _ Mg: _ _ Product Approval Mr
(Zone2n: _x)L_- _j_Mg: _=Mm,_ Product Approval Mt
(Zone2r: _x)L_= _)_Mg: _=M&_ Product A
pproval Mr
(Zone3e: _x)._= _�-Mg:_Mft_ Product Approval Mi
(Zone3r: _xb_= _�-Mg: _=Mdb_ Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mr
Mr required Moment Resistance'
Mean Roof Height Roof Slope 15' 20' 25' _ 30' 40'
2:12 _ _ 34.4 T 36.5 38.2 _ _ 39.7 -- _42.2
3:12 - y - 32.2 34.4 36.0 3_7.4 1 39.8
4:12 _ 30.4 32.2_ _ _ _ 33.8 _ 3S.1 I_37.3 1
-_ 6:12 28.4 --30.1 _ '_ 31.6 _I _32.8_ j 34.9 _�
- _ 26.4 28.0 29.4 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 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 F, values, for each area of the roof, then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L= x W;= ) -W: cos r =Fn Product Approval F'
(Zone 2e: x L_ x W:=_) -W; cos r =Fr¢e_ Product Approval F'
(Zone 2n: x L_=x W:=_, -W: cos r =F,2=_ Product Approval F'
(Zone 2r: x L =x W:= ) -W: cos r =F,2,_
Product Approval F'
(Zane 3e: x L=x W:= ) -W: cos r =F,ae_ Product Approval F'
(Zone 3r. x L= x W:= ) -W: cos r =F,3,_ 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 _
-_-
-- 0 - --
Job Site -- -- -- - - ---
Aerodynamic Multiplier
`a
Product Approval - -- -- - ----i
IRestoring Moment due to Gravity
Mr
Product Approval
Attachment Resistance
Mr
- - -- -- -- - - -
Product Approval
Required Moment Resistance
_ Mr
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. -
- - - - -- - I