HomeMy WebLinkAboutAPPROVED Roofing Permit Info SheetLOLL
ST. LUCIE WORKS
T LU IE 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
Low Slope Application
r � _ rUR-�RAS y
p h al tip —hi _ng _1e
Concrete or Clay Tile
Metal Roofs
food Shingles and
Lakes _
I
Other
—F---Required Sections of Attachments Required
the Permit Application
Form
A, B� C
A? Be
A�B,D
,BeD
AoB,D
As Applicable
_ ---1 A'}
ATTACHMENTS REQUIRED As Applicable):
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System UrnMtations
General Limitations
Applicable Detail Drawings
. Design Calculations per Chapter 16, or if applicable, RAS 1
. Other Component of Product Approval
1, r3 r41 j6t7
,1I1 nicipal Permit Application
6. Owners Notification for Roofing Considerations (Reroofing �
74.
Any Required Roof Testing/Calculation Documentation
form Roof InfoFeb2l Rev Feb 18, 20Z I
19,4, * *7
ST. LUCIE WORKS
Section C (Low Mope Roof)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not u-sed, identi as " Ap, �
stern Manufacturer: — 10
product ApprovaI o., ---S 4--
Designn Wind Pressures, From RAS 129 Or Calculations:
Zone 1' one 1; �� Zone 2: ` Zone 3; L
Max. Design Pressure, from the specific product approval
system;
_!
Deck:
Type:
L.-\/ W 6 n
Gauge Thickness:
Surfacing: 6—fLA" U a.L—F
Fastener Spacing forAnchor/Base Sheet Attachment:
Zone . 0c @ Lap,
Zone 1: oc Lap, # Rows
Zone ; oc @ Lap, ## Roves
Number of Fasteners Per Insulation Board:
rw
`:IA -Zone 1. one 2. Zone 3;
illustrate Components Noted and Details as Applicable:
oodblac inn, Gutter, Edge Terminatlono Strippingp
Flashing, Continuous Cleat., Cant Strip, Base Flashing,
Counterflashing, Coping, Etc,,
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Mate rial' Thickness+ Fastener
Type, fastener Spacing or Submit Manufacturers Detains that
Comply with RAS 111 and Chapter 16..
S{ope: r
Anchor/Base Sheet & Na. df Ply[sj:
L C F �� � � Q!u'F
-r-T q0solf.- 7
ti, CAI)
Anchor/Base Sheet Fastener/Bonding material:
2 At, .r: —
Insulation Base Layer: r4 1
Base InsultaCon Size and Thickness: N 4t
Base Insulation Fast-ener/Bonding Material -
Top Insulation Lager: _
Top Insulation Size and Thickness; —P' LA
Top insulation Fastener ding Materilat,
8a se Sheets) & No. of pi (s):
Base Sheet Fasten-er/Bonding Material:
Ply Sheets)' o. of Ply(s ): — - tPt-YIV
Ply Sheet Fastener/Bonding Material:
L;--rp'
Top P1I:
Top Ply Fastener/Bonding Material
-r7Y&a--r As7p,-k -b 71 o I
T
uq IV
Pug tv
.*Of r L8 I? ArF.
FIL-�Ww-'>
\4 P o --r A-r F �-f A L�- T
Parapet
Height
FT.
M
mean
Roof
Height
ST. LUCIE WORKS
master Permit No.
•
Contractors Name:
Job Add res
_L_t 2,0
0 Lour Slope
phaItic 5hingIes
[3 New roof 0 Repair
LOW Slope Roof Area (5F)
67t-
Section A General Information)
11
License #
ROOF CATEGORY
Process No.
C_C_t_717Z_
11 Mechanically Fastened Tile
El Metall Panel/Shingles
Er'_ �P:rescriptive B U R-R AS 1 S0
C3 lortar/Adfiesive Set Tiles
❑Wood h ingles/Shakes
ROOF ROOF TYPE�in
❑ 1Iaintenat�ce �
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (F)
Section B (Roof Plan)
D Recovering
Total (SF) 0.
t -7 y
If
Sketch Roof Plain. Illustrate all levels and sections, roof drains, scrappers, over-fl0w scupper's and overflow drains.
I nctude dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Nis ONE
MERIN
N-EMME MEE
ONE 0 :E= No B
EM.NMEM EM
—'SEE= mom N
ME E
N' Im ki 0 0
MEN
Em mm��11 I
ST. LUCIE WORKS
Section Q Steep Slope Roof System)
Roof System Manufacturer,
Nc)tice of Ac-ceptance Number:
1
(::iQTU%4
17 - I dm,2, � � " b MI-.
Minimum Design Wind Pressures, If Applicable wrorn RAS 127 or Calculations).Zone 1 Zone 2e: Zone .
2n:. Zone 2r: ; Zone 3 ;; Zone r:
Roof p:
Ridge VerrtilatitA n?
Mean Roof Height:
Deck Type:
L.\l W bnb
Type Underlayment � #�3 b RX PC L- �
In u fion:
Fire Barrie':
ra t
Fastener Type pa ng: 11 IN4 5- NAALT
i ■ � -ki � � 1 ffi�t 64 1; F=k
Adhesive rt:
Type Cap Sheet
0
Roof Covert ng: 1 {
Type 8 SizeDrip
Edge:
ST. LUCIE WORKS
Section E (TileCalculations)
Compare the values for Mr with the values from Ulf, if the values
For Moment based tEle systems, chose ether method � �r �, �m � method is acceptable,
are greater than or -e
ua1 to the � �a lues� for each a rya �f the roof, then the t� le attachment
Method � i�ll�rr��t based �1Ee Calculations Per RA5 1T
(Zone 1:
(Zone 2e_
(Zone 2n:
(Zone r,
(Zone e:
(Zone 3r:
Product ApPre�
Product Approva I M. —
Approval �
Product pp
g:
Product Approval If
a m
Product Approval f� -
-
= MM
Product Approval Mf —
Required Moment of Resistance (Mr)
Mean Roof Height Roof Slope
2:12
3:12
4: 1
5:1
ethod 2 "simplified Tile CaIctilations Per Table Below"
from Table Below Product ApprovaE Mf —
15'
4.4
32.
30.4
r required Moment Resistance* -- --
7-0 251 3
5 1:R I �.
34.4 36.0
32.2 33.8
.4
•1 4.4 I 5. 2 .1
37.4
5.1
2.8
0.5
.2
42.
93
73
34.9
.4
0,0
*Must d in conjunction with list of rr'+tr�t ba d ti le s ms
• d t' I storrtis �, Pthafi 3 Co re th a fir F' with the for F `
If the values are eater than or
0 For U p�ift ase ICs
equal to the Fr values, for each area of the roof, them the ti
Method 3 "uplift Ra d
(Zone 1: �x L =x W: �) -1 s r_
-attachment method is acceptable.
• al ulations Per R 5 1 T
= r1 Product Approval Fy
(Zone 2e-
x L�
x :=�
-1
cos r�
r' — —
(Zone 2n:
L
_ :_��
-1 :
cos r
- "„
(Zone r:
— L
=x 1 :-
-
cos r
=Ffzf
(Zone 3e:
—x L�=x
:-
-1 :
_ cos r�=Frla
(Zone rp
x L
=x :=
- -.
cos r
=,far
Deschrition
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Where to Obtain information
Symbol
Zones 1F 2e, 2n, 2r, 3e1 3 r
0
8
f
Pfoduct Approval F
Product Approval F'
Product Approval F+
Product Approva I F
Product Approval FP
From applicable tab)
I
prepared by PE base
Job Sits
Job Site
Product Approval
Product Appfoval
Product Approval
Required Moment Resistance hag calculated
Minimum Attachment Resistance V Product Approval
Required Uplift Resistance rf Calculated
Average Tile Weight W Prod uct Ap p rova I
Tile Dimensions L = length =width Product ApprovaI
All calculations must be submitted to the building official at the time of permit application.
Where to find
in PAS 127 or by an engineering analysis
an ASC E 7
J