HomeMy WebLinkAboutGEORGE WILLIAMS roof infoST 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 ❑OCUMENTS AS NOTE❑
BELOW:
Roof System
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingles
Concrete or Clay Tile
Metal Roofs
Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
A, B, C
A, B, C
A,B,D
A, B, D, E
A, B, D
A, B, D
As Applicable
Attachments Required
See List Below
1,2,3,4,$,6,7 .
2,4,5,6,7
1,2,4,5,8,7
1,2,3,4,5,6,7
1,2,3,4,5,G7'
1,2,4,6,6,7
1,2,8,4,6,6,7
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 RA5 128
4. Other Component of Product Approval
S. 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 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
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:
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, # Rows_ @ _' oo
Zone 1:
" oc @ Lap, # Rows _ @ _ m
Zone 2:_."oc@
Lap, # Rows _.@,_'ao
Zone 3_"
oc @ Lap, # Rows— @ _- oo
Number of Fasteners Per Insulation Board:
Zone 1'&Zone 1:_Zone 2:_Zone 3
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
CounterBashin& 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 111 and Chapter 18..
ST, LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: JA TAYLOR ROOFING 5V CRIMP
Notice of Acceptance Number: FL#17443.1
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
Zone L - 77 Zone 2e: -�7 Zone 2n: Zone 2r: -91 Zone 3e�:91 Zone 3r:-128
Deck Type: � PLYWOOD'
Roof SlopType Undefi8yment PEEL & STICK-OWENS CORNING POLYGLASS MTS FL#5259-1
]12
5
Insulabon:
Fire Barrier:
Ridge Ventiiatian7 Fastener Type & Spacing: s^ FIELD 14" PERIMETER, SD RING SHANK NAILS
Adhesive Type:
Type Cap Sheet
Mean Roof -Height: 15' FT Roof Covering: METAL
Type & Size Drip
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 Mr. lithe Mf values
are greater than or equal to the M, values, for each area
of the roof, then the tile attachment method is acceptable.
1'Moment Based Tile Calculations Per RAS 12T
(Zone is _X._>
7Method
_1-Mg—_Mu—
Product Approval
(Zone 2e:-_Xa=
Mg_=Mro_
product Approval Mf
(Zone 2n:
—1_Mg—=M —
e,— Product Approval M
(Zone 2r: _x
JL_. _)_M9;M._
Product Approval Mr
(Zone 3e:—x7.__=
W—_M&_
Product Approval Mr
(Zone 3r: -X3_=
_�-Myt—=M*—
Product Approval Mr
Method 2 "Simplified
Tile Calculations Per Table Below"
Required Moment of Resistance (MA Frnm T.N. Rol,.,.,
, required Moment Resistance-
15'M30.1
42.22.2
M
39.80.437.38.4
M30'40'34.4
34.96.432.44.430.0
•Mi is he i iced �.......:......:__...a
_ i:_ _. __
_
u: niumem based Due 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 tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: _x L =x W:=_, -W;_ cos r_=F,, Product Approval F'
(Zone 2e:_x L=xW:=_)-W_cos r=Fa._ Product Approval F'
(Zone 2n:_x L=xW: =---J_W;_cos r_ F,m_ 3eProduct Approval F'
(Zone :_xL=xW:= �-W:_cos r_Fa,_ Product Approval F'
(Zone 3e: _x L=xW:=�-W;_cos r_F,a. Product Approval F'
(Zone 3r: _x L_ x W:=_—)-W: cos r= F,n,_ Product Approval F'
n Information
Description
Where to find
Design PressureFrom
applicable table In RAS 127 or by an engineering analysis
prepared by PE based on AKE 7
Mean Roof HeightJob
MZones1,2e,2n,2r,3e,3r
SiteRoof
SlopeJob
SiteAerodynamic
MultiplierProduct
ApprovalRestoring
Moment due to
Product ApprovalAttachment
Resistancef
Product Approval
Required Momem Resistance
Mr
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
F,
Calmlated
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.