HomeMy WebLinkAboutProject Information �< <. T. 1E WORK, S
Vt
L�
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,Col
Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7
Asphaltic Shingles A,B,D i24,5;$7
Concrete or Clay Tile A,B,D,E 4;2 3,'4,Ai7—
Metal Roofs A,B,D 1,23,4,5,6;7
Wood Shingles and A,B,D f,2;;tgg7
Shakes
Other As Applicable 1;23;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
I
Form RoofinfoFeb21 Rev Feb 18,2021
i
®PY
. i
Section A(General Information)
Master Permit No. Process No.
Contractors Name: e'IC Il en7l Yl a License#
Job Addres 8 71 Ar-' 7�/MA 0 52 M 8No/ fort s-7'Lucie
ROOF CATEGORY
®'Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
❑Asphaltic Shingles ❑Metal Panel/Shingles Mood Shingles/Shakes
e..— rescriptive BUR-RAS 150
ROOF ROOF TYPE. /
❑ New roof ❑ Repair ❑ Maintenance M Reroofing ❑Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area(SF) 1 Q Q Steep Sloped Roof Area(SF) 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.
g
X
i
t,
t
..._......
_ C
i
i
:
i
A'l ,
I
i
f
t` ` ST. LUCIE
Section C(Low Slope Roof) Surfacing:
Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base.Sheet Attachment:
i
manufacturer Zone 1':_ oc @ Lap,#Rows^0- A= '
(If a component is not eT d,id�entify as"NA") Zone 1:�."oc @ Lap,#Rows & 7'� "
System Maoufacturer: In Zone 2: oc @ Lap,#.Rows A: ' "
9, v:Qre
G:�� D-12,�i 2 Zone 3:—"oc @Lap,#Rows
-.Product Approval No.: r
•2 ( - Number of Fasteners Per Insulation Board:
Design Wind Pressures,From RAS 128 Or Calculations: Zone 1'• 1 Z .Zone 1 Zone 2-Zone 3:_lL_
Zone 1':144one 1.3 •`Z Zone 2:J!•7Zone 3:7 'y Illustrate Components Noted and}Details as Applicable:
Max. Design Pressure,from the specific product,approval Woodblocking, Gutter, Edge i Termination, Stripping,
system: (� � Flashing, Continuous Cleat,. Cant Strip, Base Flashing,
Counterflashing,Coping,Etc..
Deck: Indicate:Mean Roof Height,Parapet Height,Height of Base
Type: vAn
�L' Flashing,Component Material,Material'Thickness,Fastener
Gauge Thickness: Type,Fastener Spacing or Submit Manufacturers Details that
to/�� Comply with RAS 111 and Chapter 16.-.
Slope: �
Anchor/Base Sheet&No.df Ply(s): 6k0— O(L k0-
Anchor/Base Sheet Fastener/Bonding Material: �1n FT'
Y� �� r t
Insulation Rase Layer / `� 177 YYD(�C �(
16
Base Insultation Size and Thickness:.Z ti II SD Boattf/1 �jQYtt�+a'� I� Parapet
Bate,Insulation Fa ner/Bonding Material: Height
�l s r ' ycc+ I z
t .
Top Insulation Layer:
Top Insulation Size and Thickness: 2i 150 Vjv04 FT.
UcLvfl
Top Insulation Fastener/Bonding Material:
Mean
Base Sheet(s)&No.of PIy(s): nJ/1 �L�3 Roof
Base Sheet Fastener/Bonding Material: ' Height
Ply Sheet(s)'&No.of Ply(s): 2—Ti 4T�
Ply Sheet Fastener/Bondi rig Material:
//* Y75
TopPly:Qoe
Top Ply Fastener/Bonding Material:
A-5 # al:l::
1
8 . LUCIE WORKS
Section D(Steep Slope Roof.System)
Roof System Manufacturer:
Notice of Acceptance Number: '
Minimum Design Wind Pressures,If Applicable(From R S 127 or Calculation ):
Zon 1: Zone 2e: one 2n: one 2r:^Zon 3e: Zone 3r:
Type`llnderlaymaiit
Roof$1oppi.
12 __
Fire Darner;
RidgewritJatr rt ' FFastener'type&Span .:
Adhe5 ve lype>
`Type
Mean`Roof eight: _ doff Go: ng:
1!
� 7 :
� I
i
{
I
I
I
T. L,UCIE VV0 RIKS-
Section E(Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mr.If the Mf values
are greater than or equal to the Mrvalues,for each area of the roof,then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
Zone 1: Product Approval M�
' (Zone 2e: )c?._._ Mg::._...;119 Product Approval Mr i
(Zone 2n: Product Approval Mf
(Zone 2r. Product Approval Mf
(Zone 3e: '_x ,_fi g _ M Product Approval W
(Zone 3r: Mar Product Approval Mf
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(Mr)From Table Below Product Approval Mf
Mr required Moment Resistance'
i
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:= )-W: cos r =Fri Product Approval F'
(Zone 2e: x L =x W:= )-W: cos r =Fr2e Product Approval F'
(Zone 2n: x L =x W:= )-W: cos r =Fa" Product Approval F'
(Zone 2r: x L =x W:= )-W: cos r =Fr2r 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'
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
Restoring Moment due to Gravity Mg Product Approval
Attachment Resistance Mf Product Approval
Required Moment Resistance Mg 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.
I
i