HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET(
Form Roof/nfoFeb21
ST. LUCIE WORKS
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,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 . 1,2,4,5,8,7
Concrete or Clay Tile A, B, D, E 1,2,3,.4,5,6, 7
Metal Roofs A,B, D 1,2,3,4,5,6,T
Wood Shingles and A, B,D 1,2,4,5,6,7
Shakes
Other As Applicable 1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As Applicable):
1. T 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
I 4. Other Component of Product Approval
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations (Rerooflng Only)
I 7. / Any Required Roof Testing/Calculation Documentation
Rev Feb 18, 2021
ST. LUCIE WORKS
Section A (General Information)
Master Permit No. Process No.
Contractors Name: _;A:...;..;;;'1-;___;(..=o..:..:f'l:....:t..:..r.:4J:::c+..!..:..~ (l..__,_q ___ License# ( C G I 3 l fl) fo '{
JobAddre.~s 919 5 QI\ di a..,,V Avfe: :pa<+ st. Lue,i FL.
Asphaltic Shingles
Newroof Repair
ROOF CATEGORY
Mechanically Fastened Tile
Metal Panel/Shingles
Set Tiles
Shingles/Shakes
Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
Maintenance ~ng Recovering
31.f'f/'J
Low Slope Roof Area (SF) l <, 00
. ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) _____ _ Total (SF) /VJOO
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.
,_
V . -r---..... C? I V
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-,,,,..--/ A
1-, If 1/. ,, J
I -
14
BAS
(1115)
OPAA
(58)
https://www.pas lc.org/lmageSketches/sketch/42/42875_47209_1 .jpg
OPAA
( 1')
11
17
14
3
18
7/9/21, 3:01 PM
Page 1 of 1
ST. LUCIE WORKS
Section c ( Low Slope Roof)
FIii in spectflc roof assembly components and identify
manuficturer
(If a component Is not used, Identify as "NA")
System Manufacturer: 'PolyjlAAS
Product Approval No.: f L.1 (,5~ -'R Z. 7
w -.2.oq
Design Wind Pressures, From RAS 128 Or calculations:
Zone 11:-.>l Zone 1: .. r,'f Zone 2: .-li'~ne 3: .. q.0
Max. Design Pressure, from the specific product approval
system: -qo . 0
( ts CCl:tiO'L. C. t.()t"W: -)
Deck:
Type: 5 / 8' •• C DX f\y wood
Gauge Thickness: ________ _
Slope: _ ___..,O:...+-/ .r..:I 2.=-------
Anchor/Base Sheet & No. df Ply(s): _____ _
Anch~/Base Sheet Fastener/Bonding Material: ro~J IUS S(\V kif adlil'tcl
lnsulatlonse Layer: ________ _
Base lnsultation 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:
folyqJ~.55 $1¼9 ~If tad-ltred
V
Surfactn1: ____________ _
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1'=--" oc@ lap,# Rows.__ 0 -• oo ·
Zone 1=--" oc@ lap,# Rows_ 0 -• oo ·
Zone 2-_" oc@ lap,# Rows_ 0 _. oo ·
Zone 3=--" oc @>Lap,# Rows.__ O -• oo ·
Number of Fasteners Per Insulation Board:
Zone 1':-ZOne 1·-_ _._z,,ne 2-· -~Zone 3:-
lllustrate Components Noted and Details as Applicable:
Woodblocklng, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Rashlng, Component Material, Material' Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16 ..
N/A
FT.
Parapet
Height
\\ F1 FT.
Mean
Roof
Height
I
1j
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer : ___________________________ _
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone l: __ zone 2e :-Zone 2n:--Zone 2r:--Zone 3e:--2one 3r:
I Ridge Ventlation?
I Mean Roof Height: ___ _
ST. LUCIE WORKS
Section E (TIie Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values
are greater than or equal to the Mr values, for each area of the roof, then the tlle attachment method Is acceptable .
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _x 1 __ = _)-Mg: __ = "'1-Product Approval M----
(Zone 2e: : __ . x 1_ • _j-Mg: __ • M.r.--Product Approval M----
(Zone 2n: · __ x 1_ = _)-Mg:-• Me.--Product Approval M----
(Zone 2r: _x1_• _j-Mg:_=M.-
(Zone3e: ~x1_= _j-Mg:_•M.-
Product Approval M, ___ _
Product Approval M----
(Zone3r: -· _x1_= __)-Mg:_=U.--ProductApprovalM_..__ __
Method 2 "Simplified TIie Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below-Product Approval Mi-
Mr required Moment Resistance•
Mean Roof Height Roof Slope 15' 20' 25' 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 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 Fr If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method Is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: ___ x L __ =x W:= ___J -w: __ cos r __ =Fr1__ Product Approval F' ____ _
(Zone 2e: ___ x L __ =x W:= ___J -W: __ cos r __ =Fr2e__ Product Approval F' ____ _
(Zone 2n: ___ x L __ =x W:= ___J -W: __ cos r __ =Fr2n__ Product Approval F' ____ _
(Zone 2r: ___ x L __ =x W:= ___J -W: __ cos r __ =Fr2r__ Product Approval F' ____ _
(Zone 3e: ___ x L __ =x W:= ___J -W: __ cos r __ =Fr3e__ Product Approval F' ____ _
(Zone 3r: ___ x L __ =x W:= __J -W: __ cos r __ =Fr3r__ Product Approval F' ____ _
Where to Obtain Information
Description Symbol Whereto find
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
Design Pressure prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope e Job Site
Aerodynamic Multiplier l Product Approval
Restoring Moment due to Gravity M, Product Approval
Attachment Resistance M, Product Approval
Required Moment Resistance M, calculated
Minimum Attachment Resistance F' Product Approval I calculated Required Uplift Resistance Fr \ Product Approval w Averaee TIie Weight I
TIie Dimensions L = length W = width Product Approval
All calculations must be submitted to the building official at the time of permit application. I
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