HomeMy WebLinkAboutDEWEY HALL roof info® , , , ST. LUCIE WORKS
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:
Required Sections of
Attachments Required
Roof System
the Permit Application
See List Below
Form
Low Slope Application
A B C
1,2,3,4,s,e,7
Prescriptive BUR-RAS 150
A, B, C
2.4,5,6,7
Asphaltic Shingles
A, B, D
1,2,4.5,8,7
Concrete or Clay Tile
A B p E
1z3A,S,6,7
Metal Roofs
A, B, D
12A4,5,IS7�
Wood Shingles and
Shakes
Other
As Applicable
1,2,3,4,6,6,7
ATTACHMFNTS DMI uorn A..
Directory Listing Page
Product Approval:
nt Page
cific system Description
cific System Limitations
eral Limitations
licable Detail Drawings
ARequired
gnCalculations per Chapter 16, or ifapplicable, RAS 127 or RAS 128
r Component of Product Approvalicipal
Permit Applicationrs
Notification for Roofing Considerations (Reroofing Only)
--------------------------------------
Required Roof Testing/Calculatlon Documentation
Form RooRnfoFeb21 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 No.:
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:
Type:
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 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 V:_"
oc @ Lap, # Rows_ ® _ oo
Zone la"oc@
Lap, # Rows— ®_°oo
Zone 2:—"
oc @ Lap, # Rows _ 0 _ =
Zone 3:_."
oc @ Lap, If 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,
Counterflashing, 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 16.,
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof system Manufacturer: OWENS CONRING DURATION
Notice of Acceptance Number: FL#10674.1
Minimum Design Wind Pressures, If Applicable (From RA5127 or calculations):
Zone 1:—JLZone 2e::101_Zone 2n:_Zone2r:-98 7one3e:-128Zone3r:
Deck Type: PLYWOOD
Type Undedayment PEEL& STICKOWENS OWENS CORNING TRI-BUILTFLA34539.I
Roof 3bpe:
6 12
Insulation:
Are Barrier:
Ridge Yerdila6on? Fastener Type By Spacing: 6'FIELD/4" PERINETER, aD RING SHANK NAILS
Adhesive Type:
Type Cap Sheet r----�
Mean RooPHeighl: 95FT Roof Covering SHINGLES
Type & Sim Drip
Edoe:
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. If the Mr
values
are greater than or equal to the M,values, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RA512T
(Zone 1; _x2--
(Zone 2e:
-�_=
1-�Mn_ ProduaApproval M,
_x2,__
(Zone 2n:
Mai_ Product Approval Mr
_,x)._=)_Milt
_mM Product Approval ,
m,_ M
(Zone 2r: _X)L_=
Mg: MarProduct Approval Mr
(Zone 3e: :_,x1._,=
_Mir Mom_ Product Approval M,
(Zone 3r: _x
2,_= _ )-Mf'-=Mm_ Product Approval Mr.
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M.l Fro,n T.hle eel.,,., ,.__..._.._ . -
- hPPFwai mr�
M, required Moment Resistance*
Mean Roof Height Roof Slope 15, 20' 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
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
*Must he iapd inrnni,;......a.r._i:..
24.4
25.9
27.1
• 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_ Fi_ Product Approval F'
(Zone 2e:_x L_x W:=-W:_Cos r=F„_ Product Approval F'
(Zone 2n:_xL=xW:=-W:_cos r=Fr2"_ Product Approval F'
(Zone 2r: x L_ x W:=_) -W: cos r= Fa,_ Product Approval F'
(Zone 3e:_x L_ xW:=_)-W:_cos r= Fa"_ Product Approval F'
(Zone 3r. _x L x W:=_( -W:_ cos r_ F,s,_ Product Approval F'
btain Information
Description
Where to find
Design Pressure
From applicabletable In RA5127 or by anengineering analysisprepared by PE based on ASCE 7Mean
Roof HeightJob
01,2e,
SiteRoof
Slopelob
siteAerodynamic
Mu@iplierProtluct
ApprovalRestoring
Moment due toProduct
ApprovalAttachment
ResistanceMr
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
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 permit application.