HomeMy WebLinkAboutRevised Myers, Malcom SLC Roofing Info Forms.pdfCc L
If L 0 K t L.'tt
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
I A. B, D
(Concrete or Clay Tile
I 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
Shakes
Other
A, B, D
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
S.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Form Rooflnfofeb2l Rev Feb 18, 2021
"� L.b 1— —
Section A (General Information(
Master Permit No. Process No.
Contractors Name: OV14Df2e _ 02C?FjIn6 License 11 6"�
ROOF CATEGORY
❑Low Slope O Mechanically Fastened Tile PrMartar/Adhesive Set Tiles
❑ Asphaltic Shingles 0Metal Panel/Shingles [Mood Shingles/Shakes
0 Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
/11 New roof ❑ Repair ❑ Maintenance ❑ Reroofing ORecovering
ROOF SYSTEM INFORMATION �
Low Slope Roof Area (SF) Steep Sloped Roof Area( SF) �(Z Total (SF)��!7
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
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 V: _ 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 /terial:
Insulation Base layer:
Base Insultation Size and Thickne
Base Insulation Fastener/Bond' g Material:
Top Insulation Lay;and
Top Insulation Size ickness:
Top Insulation Fastr/Bonding Material:
ease 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•
" oc @ Lap, # Rows ® — oo '
Zone 2•
" oc @ Lap, # Rows ® 7 oc '
Zone 3:.--"
oc @ Lap,/# Rows_ ® = ac '
Number of FasteOrs Per Insulation Board:
Zone 1':_LZone 1:_Zone 2• Zone 3:
lllustr a Components Noted and Details as Applicable:
Wo dblocking, Gutter, Edge Termination, Stripping,
F shing, 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, FastenerSpacing or Submit Manufacturers Details that
Comply with RAS ill and Chapter 16..
ST. LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer: %y1a � S
Notice of Acceptance Number:
?A- of oZ . 03
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone i• Zone U -Zone 2n:_Zone 2r:_Zone 3e:_Zone 3r:
Deck Type:
Type Underiayment:
Roo�iope:
12 Insuladom
Fire Barrier-
Ridge Ve on? Fastener Type & Spacing:
Adhesive Type:
type Cap Sheet
Mean Roof Height: ?.< Roof Covering.
Type & Sias Drip
Edge:
>T. LI_ICI15
Section E (rile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mrvalues
are greater than or equal to the Mrvalues, for each area of the roof, then the Ule attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _x)•_= I— pg. _=MA_ Product ApprovalM
(Zone 2e: .xl_. _ I—Mg:_=Mm_ Product Approval M•
(Zone 2n: _xl_= I— Mg: _=Mm,_ Product Approval
(Zone 2r. _xl_= _)—Mg:_=Mm_ Product Approval Mi
(Zone 3e: —x)._= _ I — Mg: —=Moe _ Product Approval M•
(Zone 3r. _xl 1-14:—=14— Product Approval M,
Method 2 "Simplified Tilg Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below—ZILL Product Approval M f(QO
M, required Moment
Resistance -
Mean Roof Height Roof Slope
35'P280
25'
30'
40'
2:12
34A
38.2
39.7
422
3:12
32.2
36.0
37A
39.8
30.4
33.8
35.1
37.3
:12
28.4
1.
32.8
34.9
26A
29A
30.5
32.4
7:12
24A
2S.9
27.1
28.2
30.0
`Must be used in conjunction with a list of moment based the systems
" For Uplift based the systems
use Method 3. Compare the values for F' with the values for F, If the r 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= Fn_ Product Approval F
(Zone 2e: _x L_=x
Wp:�-W cos r=Frye_ Product Approval F'
(Zone 2n: _x L_=x
W:=_j-W: cos r=F,m_ Product Approval F'
(Zone 2r. _x L
=x W:=—— — J -W: cos r_Fa_ Product Approval F'
(Zone 3e: _x L=xW:=___j-W:_cos
r. F,y_ Product Approval F
(Zone 3r: _x L_=x
W:=___j -W:_ cas r_ Fro_ Product Approval F'
Where to Obtain Information
Description
Symbol
Wheretofind
Design Pressure
Zones 1, Ze, 2n, 2r, 3e, 3r
From applicable table in US 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment dueto Gravity
Ms
ProductApproval
Attachment Resistance
Mh
Product Approval
Required Moment Resistance
Ms
Czladated
Minimum Attachment Resistance
r
Product Approval
Required Uplift Resistance
F,
Calalate0
Avenge ile Weight
W
ProtluctApproval
Tile Dimensions
L+length W•width
Product Appmval
MI celculatons must be submitted W the building official at the 0me of permit applicadon.