HomeMy WebLinkAboutGOLDSTEIN roofing permit info�° 5 t ST. LUCIE WORKS
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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
12,B,M1AA.J ,
Prescriptive BUR-RAS 1S0
A, B, C
2,4,5,6,7
Asphaf .Shingles
A, a, D
1 2r15A7
Concrete or Clay Tile
A, B, D, E
Metal Roofs
A, B. D
Wood Shingles and
Shakes
A, B, o
al-92,4A8.7
Other
As Applicable
ATTACHMENTS REQUIRED As Applicable):
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Umitatlons
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applimble, RAS 127 or RAS 128
4.
Other Component of Product Approval
S.
Municipal Pemrit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Tearting/Calcuiation Documentation
Form RooBMoFeb21 Rev Feb 18, 2021
ST. LUCIE AlORKS
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 Nm.
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:
Gauge Thickness:
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 Elvis):
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 l':_"
oc @ Lap, # Rows_ a W
Zone 1:_."
oc @ Lap, # Rows _ 0 = to
Zone 2_"
oc @ Lap, # Rows_, f = m
Zone 3—"
oc @ Lap, # Rows_ ®_ ao
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,
Counterflashin& 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 I6..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer, OWENS CONRING DURATION
Notice of Acceptance Number: FL#16674.1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:1'L.Zone 2e:.RiZone 2n:_70ne 2r._912one 3e:,.1.1.Zone 3r:
Dock Iwo: PLYWOOD
RODESb� Pipe UfWeriali ent GEEL83TICK-0`hENG CGRNIN6 WFATHERLOCKG FLC01T.1
6 12 Insulator:
Flre Barrier: lt,..,,
RtlgelPordiaBmT Fastenarlype&Spacing: V FIELDI<' PERIMEMP, BORING SH NKNHLS
Ads_
Type cap Sheet
Mean RoafHeigtd:15'FT Roof Covering SHINGLES
Type & Sim DAP 2"x2"
GA x.
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare thevaluesfor M, with thevalues from Mr. Ifthe Mrvalues
are greater than or equal to the M,values, for each area of the roof, then the the attachment method Is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _xA_= _)-MW. Mn_ Product ApprovalM
(Zone2e:-_x7.�= I-Mg;Mei Product Approval M.
(Zone 2n: _.x J._= _1 -Mg:_: M,a,_ Product Approval M.
(Zone 2r. _x)_= _)-IIIII Mry_ Product Approval Mr
(Zone 3e: ._x7..= _)-Mg llle,_ Product Approval Mr.
(Zone 3r.-.x)._=I-Mg;_=M,e<_ Product Approval M
Method 2'Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below_Prinducr Ann,..[ M,
M, required Moment Resistance"
Mean Roof He(ght Roof Slope 15
2(Y
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 30A
32.2
33.8
35.1
37.3
5:12 28.4
30.1
31.6
32.9
34.9
6:12 1 26.4
28.0
29.4
30.5
32.4
7:12 24.4
25.9
27.1
28.2
30.0
me ue used in contunmon wnn a Ila 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 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:= ---J -W:_ cos r= Fs Product Approval F'
(Zone 2e: _x L -x W;=_-W: ms r_=Fn._ Product Approval F'
(Zone 2n:_xL_>nt W:=_)-W:_cis r=F,t„_ Product Approval F'
(Zone 2r. x l_=x W:=-W: cps r_=Fre_ Product Approval F'
(Zone 3e: _x L=xW:=)-W:_cos r=F,s. Product Approval F'
(Zane 3r. _zl_=x W:= -il CDS r_-F,y_ Product Approval F'
r Wherem Obtain Information
Oescnpton
Symbd
Wheremgntl
Design Pressure
Zones 1, Ze, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an enginearing analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
lob Site
Roof SiaPe
9
Job Site
Aerodynamic Multiplier
a
Product Approval
Pestering Moment due to Gravity
Ms
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Ms
calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
F,
Calaslated
Average Tile Weight
At
Product Approval
TIle0lmensbm
L•length W=width
I Product Approval
All calculations must be submitted to the building official at the time of Permit appilmdon.