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ST. L UCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code - Bulid Ing
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
Prescriptive BUR-RAS 150
Asphaltic5hingles
Concrete or Clay Tile
Metal Roofs
j Wood Shingles and
Shakes
'Other
Required Sections of
the Permit Application
Form
A,B,C
A, B, C
R, 8, D
A, 8, D, E
�8,D
A,B,D
As Applicable
Attachments Required
See List Below
Z,4,5,6,7
1l.Z3,4,6,6,7
lg.%4,6,8,7
ATTACHMENTS REQUIRED As Applicable):
1_ rire Directory Listing Page
2. 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 RA5 128
. ... __.... ._._........... � � .....-
4. Other Component of Product Approval
5. Municipal Permit Application
fi. Owners Notif cat1on for Roofing Considerations (Reroofing Only)
7. 1 Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 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:
Pradua Approval
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 2': Zone 1:_ Zone 2:_Zone 3:
Max. Design Pressure, from the specific product approval
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 Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)' & No. of ply($):
Ply Shea Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_," oC @ Lap, # Rows_ a _• W
Zone l_" OC @ Lap, # Rows _ O _-ao
Zone 2_" oc @ Lap, # Rows— O — ob
Zone 3:._" oc @ Lap, # Rows_ O ` oo
Number of Fasteners Per Insulation Board:
Zone 1':__Zone 1:_Zone 2_Zone 3
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Cominuous Clem, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material'Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16,
ST. LUCIE '£
Section D (Steep Slope Roof System)
BORAL SAXONY 900
Notice of Acceptance Number: NOA#19-0814.02
Minimum Design Wind Pressures, If Aoolicable(From RAS 127 or Calculatio : 1CacetAPN evk"64 1e. C"
Zone Y one 2e:E, I zone 2m zone 2r5y,lone 3e: 50&one 3r:
Dock Type: PLYWOOD
Type Underlayment PEEL&STICKPOLYGLASS MTS TUMAX FL#5259.1
Roof Sbp�
6 12
Insulation:
Fire Barrier: ..
Ridge Ventllegon? Fastener Type&Spacing; a"FIELe /1'PE0.1METfR, ep RINa eRANI(NNILS
Adhesive T sCP AuIP nes somas 4�W satw5aT-9- ow
YPa: � ryr:c.M P.aoa Y Rae¢wasR 18 6EAM5
Type Cap Sheet
Mean Roof Height: 15' FT Roof Covedng: TILE
Typed Slm Drip .
Bnm•
ST. LUCIE VV%JI Kc)
Section E (Tlle Calculations)
For Moment based tile systems, Chmse either Method 1 or 2, Compare the values for M,wfth the values from Mc If the Msvalues
are greater than or equal to the M,values, for each area of the roof, then the the attachment method Is acceptable.
Method 1'Moment eased Tile Calculations Per RAS 12T
(Zone 1: IL$x 11^l = Product Approval M e.�o
(Zone 2e: 4j,41 y?I -9,L'Q—Mg'dlj-Mm49 Product Approval Mi_&>0
(Zone2n: X), a �)-Mg; Mom_ Prpduct Approval
(Zone 2r. �xl1TU—Mg: .Mar 46 Product Approval Mr �O
IZOne3e: d&kxJ bz1=T,—Q—Mg:]_(Z:Mal ProductAPproval M• Co0
(Zone 3r: t_%1^= _._j—Mg`_a Ma_ Product Approval Af
Methotl 2 "SlmplBied Tile Calculations Per Table Below"
Required Moment of Resistance(Mr) From Table Below .ProductA IM
PP Ova
Metequired Moment Resistance•
Mean Roof Height Roof Slope
15'
20'
25'
30'W32A
2112
34.4
36.5
3812
39.7
342
32.2
34.4
36.0
37.4
4:12
30.4
312
33.8
35.2
5,12 _
~—
28.4
30.1
316
22.8
j 6:12
26.4
28.0
29.4
30.57:32
3D.D
159
271
28.2
••._•. • ni cvrquncaon min a list or moment vases 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 W the F, values, for each area of the roof, then the the attachment method Is acceptable.
Method 3 "Uplift Based Tile Caiculatlune Per RA512T
(Zone 1: ,x LM1_ x W:=,) -W:__ cos r_aFrlProduct Approval F'
(Zone 2e: _xL__ag W.—)-W:_cosr�.F.r.Product Approval F'
(Zone 2n: X L—.x W... I-W.-- Cost r_aFn,_ Product Approval F'
(Zone 2r.,_ ,x L`.x W:a_)-W:`cpar_aFnrProduct Approval F'
(Zone 3e: �J(LL=a Wm__)-W:l=a r_aF..� Product Approval F
(Zone 3n_xLax W:=_�-W:_cosr_eFrx_ Product Approval F'
Descriptions
Symbol
WheretoRnd
ure
Zooat 1, 2e, 2n, 2r, 3e, 3r
From apPscable table In RAS 127 or by an engineering analysis
laraParetl PE baud on ASCE7
eight
rAcrodynomkWhIpHe,
H
lob Site
a
lobSRe
MuhlpHer
>
Preduet Approval
omentdue to OravRy
Ma
ProductApproval
Reslsomor
Mi
Product APpmval
Rewflid Moment Resistance
Me
Calculated
Mbdmum Attachment ReHstance
F'
Protluct Approval
Requred Uplift Resisance
F,
Calculated
Averege Tge Weight
W
Product Approval
Tlla 0lmemions
L • loth W • width
I Product Approval
All wlwlatbu must be Submitted W the building ogklal at the time of Permit apokadnn.