HomeMy WebLinkAboutROOFING PERMIT INSTRUCTION SHEETS'L. LLILLL=
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ST. LUCHE
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 152S 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
rPrescriptive BUR-RAS 150
(Asphaltic Shingles
Concrete or Clay Tile
Metal Roofs
Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
A, B, C
A, B, C
A, B, D
A, B, D, E
A, B, D
A, B. O
As Applicable
Attachments Required
See List Below
12.3,4.5,6.7 ---
2,4,5,6,7 —
12.4,5,8,7
1,2,3,4,5,6,7
1,2,3,4,5,5,7
1,2,45,6,7
— 12r%4.5.6,7
j ATTACHMENTS REQUIRED As Applicable):
1. Fire Directory Listing Page
2. I 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
5, Municipal Permit Application
6. Owners Notification for Roofing Considerations (Reroofing Only)
7. Any Required RoofTe9ting/Calculation Documentation
I
Form RooflnfoFeb21 Rev Feb 1B, 2021
;m
J,.e .p
Section A (General Information)
Master Permit No. Process No.
Contractors Name:rrrQ,,uC@. Coos% &ap:fiLicense# CCe1330653
Job Addres 11006 lg urla
ROOF C,ATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
figsphakic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair O Maintenance AqReroofing ❑Recovering
. ROOF SYSTE164 INFORMATION
Low Slope Roof Area (SF) Steep Sloped Rc of Area (SF) Total (SF) .21 �2
Sectio i B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, rloof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identi dimensions of elevated pressure zones and location of parapets.
ME
0■■■■■
■MIMIN■■■■■■■■■■■■
MEN
■■■■
■■■■■
■■■■■
■■
MEN
■■■■
19
NI
■
■■■■■■■■■■■
■■■■■
■■■■■■■■■■■
No
■■■■■■■■■■■
■■■■■
■■■■■■■■■■■
■
■■■■■■■■■■
OEM
■■■
■■■■■■■
■■■■
ME
ENE
ENE
■■■■■■■
■EM■■.
■.■■■■■■■■■
.■
■■■■■■■■■■■
■■■■■■■■■■■■■.■.■
■■■■■■■■■■.■
■■■■■■■■■■
n'T ii 11 S^ir'
a 1. LV41G
Section C (Low Slope Roof)
Fill in specific roof assembly components and identi
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.:
Design Wind Pressures, From RAS 128 Or Calculation
Zone 1': _ Zone 1: _ Zone 2: _Zone 3:
Max. Design Pressure, from the specific product apf
system:
Deck:
Type:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. of 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 1':_"
oc @ Lap, # Rows_ ®_"
00
Zone 1-
" oc @ Lap, # Rows _ ®_"
or
Zone 2:_"
oc @ Lap, # Rows — @
—" oc
Zone 3:_"
oc @ Lap, If Rows— @
_" oc
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.
1FT.
Parapet
Height
FT.
Mean
---- Roof
Height
CT 1 1 If"%IC
v 1. L-vv1a_
Section D (Steep Slope Roof System)
Roof System Manufacturer:_ �k0 'Sinjnq`25
Notice of Acceptance Number: v
TG 3D'�l o- G21
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): _
Zone 1: b1 Zone 2e:_2one 2n:_Zone 2r:!-UZone 3e: ! Zone 3r: q y
DockType: ywood
Roof Slope. -Type Underlayment �@ %k Qnci ski ck
—� 12 Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing: i
t7r;n; CZo�\
Adhesive type:
Type Cap Sheet^-
Mean Roof Height: 1 S�ert� Roof Covering:
S�,ir eta
Type & Sias Drip
Edge:
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, 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 RAS 12T
(Zonel: _x�
--' —)' M9: _= M,t _ Product Approval M.
(Zone 2e: _ x X_= ,) _ Mg; _ = M am _ product Approval Mr
(Zone 2n: _xx = _)_ Mg: _=Ma, —. Product Approval Mr
(Zone2r: __xj_= _�_Mg: _=Me&_ Product Approval M,
(Zone3e: _.x2,_= _1 Mg: _=M
(Zone3r: _xA_, o.— Product ApprovalM,
__)_ M g—=Mr+— Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mr
M, required Moment Resistance"
Mean Roof Height Roof Slope 15' 20' - - — -
34.4 -
_
- 2:12 _ 25 30' T 40 96.5 392
39.73:12
42.2
3.34.4 36.0 37.4 9.8 30.4 32.2 33.8 -r 35.1 --4—
37.3
-. 5:12 28.4 30.1 31.6 -._- 32.8
6:12 ! 26.4 2g.0 - _. 34.9
— _ _ - 30.5 32.4
7:12 24.4 , 25.9 27.1 - — *Must be --i _ _ _28.2 30.0
Must be used in conjunction with a list of moment based the systems - -
• For Uplift based tile systems use Method 3. Comp re the values for 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, th n the tile attachment method is acceptable.
_Method 3 "Uplr Based Tile Calculations Per RAS 12T
(Zone 1: x L_ x W� ) _W:_� cos r =F,i Product Approval F'
(tone 2e: x L_ x W:=� _W: cos r =Fat
(Zone 2n: 3x LProduct Approval F' _
= x W:=_� _W: cos r =F,z�_ Product Approval F'
(Zone e; x L_ x W:= ) -W: cos r =F,zr_ Product Approval F'
(Zone r: x L =x W:=_) _W; Cos r =F,3._ Product A
(Zone 3: x L_ x W:= -W: Approval F'
cos r =F,3,_ Product Approval F'
Wh� to Obtain Information -- --- - -
Description Symbol - _ — -- —' - — —
-- - Where to find
Design Pressure Zones 1, 2e, 2n, 2r, 31, 3r I From applicable table in RAS 427 or by an engineering analysis ~
prepared by PE based on ASCIE 7
Mean Roof Height
_ H _ ,
_ Job Site - - -
Roof Slope 8 Job Site 4 - —
Aerodynamic Multiplier LProduct Approval -- --)
Restoring Moment due to Gravity_ Ms product Approval
— - _
Attachment Resistance _ Mr Product Approval
Required Moment Resistance -( J- - — ----� -
--- Mr _ _ Calculated —
Minimum Attachment Resistance F' Product Approval —
Required Uplift Resistance F,_ Calculated T --
Average Tile Weight _—�— W Product Approval
Dimensions —
Tile L = length W = wi h Approval
Product --- _
,Ail calculations must be submitted to the building official at th time of permit application- —� ---