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ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Bullding 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 tfi jG Permit Application See List Below
Form
Low Slope Application ABC 1,43,4,5A7
Prescriptive BUR-RA5150 ABC 2,4,5,6,7
Asphaltic shingles A,B,D 144AA7
Concrete or clay Tile A B D E
Metal Roofs A,B,D
Wood Shingles and A,B,D
Shakes
Other As Applicable
1,Z3,4.5,6,7
ATTACHMENTS REQUIRED As Applicable}:
1, Fire Directory Llst;ng Page
I From Product Approval; S
Front Page
Specific System ❑esc, iption
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 Oroduct Approval
5. Municipal Permit App6catlon
6. Owners Notification for Roofing Conslderations (Reroofing Only)
7. -Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb.18, 2021
f
ST LUCIE WORKS
Section A (General Wormation)
Master Permit No.
Contractorss Name::
Job Address
Process No.
11
ROOF CATEGORY
❑ Low Slope ❑ Mechani :ally Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles ❑ Metal Panel/Shingies ❑Wood Shingles/Shakes
❑ New roof ❑ Repair
Low Slope Roof Area (Sr)
❑ Prescriptive BUR -PAS 150
ROOF ROOF TYPE.
❑ MaJntenance Reroofing
ROOF SYSTEM INFORMATI
Steep Sloped Roof Area [SF)
❑ Recovering
Total (SF) _ 3 -
Section B (Roof Plan)
Sketch Roof Plan: illustrate all levels and section-, 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.
0)
w I
:r T LUGrE WORKS
Section F (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Me 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 I , x )L
Mg: Prod Product ApprovalMi�_ ,�_
{tone 2e; x _ �j., aM,� ProduttApproval Mr —
(Zone 2n. ;__x _ .. j Mg: �= Mom, � Product Approval Mr
(Zone 2r: — x)L_ — Mg: ` Mer Product Approval Mr
(Zone3e: x7�. ,= _�—Mg: =Mft Product Approval Mf___
(Zone 3r; Mr&— Product Approval Mr_._
Method 2 "5imr-ified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From table Below Product Approval Mt
Mr required Moment Resistance'
2D'
25'
3p'
4.0'
4.4
3L,
38.2
39.7
42.2
,
.2
34.4
36.0
37.4
39.8
b"Slope5'
4
32.2
33.8
35.1
37.3.4
30.1
31.6
32.8
34.9
A
-.. 28_0
29.4
30.5
32.4
.4
"'S.9
27.1
28.2
30.0
*Must be used in conjunction with
a lust of moment based the systems
For uplift based -tile systems use Method 3. Compare the values far F' with
the values for Fr 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 "
Upfft Based Tile
Calculations Per RAS 12T
{Zone 1: x L =x W:�-----) -W:_
cos r
=Fn
Product Approval V
(Zone 7e: _x L =x W:= ___j
cos r
=Frie _
Product Approval F'
(Zone Zn: x L =x 1N:=�� -1N:�
Los r
=Fri,
Product Approval F'
(Zone 2r: - x L =x W:=---) µW:_
cos r
=Frz
Product Approval F'
(Zone 3e: �x L =x W;=___J -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
ressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE hayed on ASCE 7
of Height
_
H
Job Site
e
9
Job Site
mic Multiplier
a
Product Approval
Moment due to Gravity
Ma
Product Approval
nt Reslstance
Mr
Prods sct Approval
Moment Resistance
M9
Calculated
Attachment Resistance
1`'
Product Approval
Required Llplfft 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 p�-rmlt application.
m
ST. LUCIE WOR
KS
Seetion•D {Steep Slope Roof System)
Roof System Manufacturer: -T-aw k0 `—
Notice of Acceptance Number: 0_ 0 l 0 1.02
•02
Minimum Design Wind Pressures. If Applicable (From RAS 127 or Calculations):
zone 1:one 2e:Zone Zn:one 2r:one 3e:one 3r:
Rod Sioper
1a
Ridge VbfflWdon?
Mean Roe Heigl t:
Type uRdedsymmnt
>nsub Wre 1
Fire Battier: I
Fasteuger Type & Spadng:
' I
Adhesiva Type; A
hype Cap Sheet ,
Roof•Covaing: Z
d e & Sim L7 rip
l=
I