HomeMy WebLinkAboutINSTRUCTION PAGES(CANN t
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Florida BuildingP�ocI1�G6thC'��t1dyn (2017)
High -Velocity Hurricane Zone Uniform Permit Application For
i
INSTRUCTION PAGE LST.
AN 2 4 2018
! le County, Permitting
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required
Permit
Sections of the
Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3A5,6,7
Prescriptive BUR-RAS 150
I ABC
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
I A,B,D
1,2,3A5,6,7
Wood Shingles and
Shakes
A,B,D
!
1,2A5,6,7
Other
AS Applicable
1,2,3,446,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Notice of Acceptance:
ST. LUCIE COUNTY
Front Page
BUILDING DIVISION
SpecificSystem Description
REVIEWED
FOR co L NCE
Specific System Limitations
REVIEWED BY
General Limitations
Applicable Detail Drawings
DATE PLANS AND PERMIT
M BE KEPT C IN JOB
NSPECTION WILL BUST E
3.
Design Calculations per Chapter 16, or if Appli
or
RAS 128
4.
Other Component Notice of Acceptances
S.
Municipal PennitApplicatlon
6.
Owners Notification for Roofing Considerations
Re-Roofln On
7.1
Any Required Roof Testing/Calculation Documentation
Willem Mir
Ing
14�1
i4 !
r
•
I
70 2 Lakeland Blvd
Go Ie'earth
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C� ,
�,,Jda Building Code 6th Edition (2017)
AAA ► Cf
High -Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Comi
and identify Manufacturer
Of a component is not used, identify as -M-)
Design Wind Pressures, From RAS 128 or Calculations:
Pmax,: — 3 1 Pmax2: ::53 Pmax3.
Max. Design Pressure, From the Specific NOA �� 1
$yam• v
Deck WHO
Type.
Gaugerrhiclmess:
Slope• f�� a / 6
Anchor/Base Sheet & No. of Ply(s)•L
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base
Base Insulation Size and
Base Insulation Fastener/Bonding Material:
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: -k- or. @ Lap. # Rows —�—' @ - D ' oc
Perimeter. " oc @ Lap, # Rows f @ A' oc
Comer. ' oc Q Lap. # Rows .,� @ �' cc
Number of Fasteners Per Insulation
Board �/�
Field terimeter Comer
Illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thidmess, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Top Insulation Size and Thickness: r ..l
Top Insulation Fastener/Bonding Material: 0mp 641
i VV11
Base Sheet(s) & No. of Ply(s)• 0A4 4 f 'Y)
Base Sheet FastenerBonding Material:
ly
Ply Sheet(s)A No. of Ply(s)'
Ply Sheet Fasten�r.//�o d Ma_ teAal:
Top Piy: 6 +o �
Top Ply Fastene���pr#Ifld�
Surfacing: j 1/1&
Parapet `
Height j
Mean
Roof
Height
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
i
Roof -System Manufacturer:.
Notice of Acceptance Number:
I
I � a 0
Minimum Design Wind Pre { ures, if App [cable (From RAS 127 or Calculations):
PI: 1
P2: P&
Maximum Design Pressure
�.
From the NOA Specific stem .
Method of*le attachment:
Steep Sloped Roof System DescriDtlon
Deck Type:
Roof Slope:
,!( :12
Ridge ventilation?
Mean Roof Height:_
& Spacing:
Cap
& Size Drip
r
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E_(Tile Calculations)
For Moment band Se systems,, choose elther Method 1 or L Compared the
for M,wfth the values from Mi. if the Mr values an greater than or equal to I
values, for each area of the roof, then the the attachment method is aoceptay
Method 1 "Moment Based Tile Calculations Per 27"
(PI: : a _ — - Mg: =14j oA A*
NOA
-
le s 2, = _-1— Mg: NOA A*
Method Z "Simp ed Tile Cak on P Table Below"
Required Moment of Resistance m Table Below NOA A* Ir
■. �y�.Ys.■.
F��:�
■:�
*Mast be used in con jun on with a list of moment based the systems endorsed by the
Broward County Board f Rules and Appeals.
For Uplift based Ide systems use Method 3. Compared the values for F' with the
values for Fr R e Fr values are greater than or equal to the Fr values, for each
area -of the roq4 then the tale attachment method is acceptable.
/ Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P, : I• = z W: _ ____) — W: z cos B: = Fri: NOA F
(P2 : z l: z W: = —J — W: : cos 8: = Fr=: NOA F'
(Ps : = is = z w: = _ —) — W: z e6s 6: = Fra: NOA 0,,
Where to Obtain Information
Descri on
Symbol
Where to find
DeaigaPiessme
PIorP2orP3
RAS 127Table lorbyanengi wftandysispnpamdby FEbawdenASCH
7
Mc=RoofHcqft
H
Job Site
RoofSlape
g
Job Site
NOA
ResWn Moment due to GMVIIV
ma
NOA
Atlacbmwd Roughmee
Mr
NOA
RegWred M=ft Reaub=
K
Calculated
AFffdMUMAU9CbOI=AFAdO=
F
NOA
RegaindRaiatenae
Fe
Calculated
&,,=TikWd&
W
NOA
Tile Dimeadow
1= kvh�
vwid8t
NOA
All alwl tiownmabeanbmWedtotheBml OlRcialattbetmneof aL