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COUNTY
F L 4 R I D R
Project Name: Sands
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Address: See 1st page
Permit #:
Occupancy Type: Construction Type:
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida 7th edition Code Sixth Edition with 20 20 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category. --I X II III IV Exposure Category: 8 C X D
4. Design Wind Velocity 160 mph X ASD LRFD End Zone Width: 10 ft
5. Mean Roof Height <30 ft Roof Pitch: 5 :12 Parapet: 0 ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
see page 1 Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Signature, Date, and Seal
Edward Roske
Print Name Cert # & Co. Cert Auth.
Seaside Engineers
4265 60th Court
Company Name & Address
Revised 12/07/2018
LL! c L L -i
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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:
Roof System
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
Low Slope Application
A, B, C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
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
A, B, D
1,2,3,4,5,6,7'
Wood Shingles and
Shakes
A, B, D
IA4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As Applicable):
1.
Fire 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 RAS 128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Form Roof1nfoFeb21 Rev Feb 18, 2021
ST. LUCIE
Master Permit No.
Contractors Name:
Job Address see Page 1
❑ Low Slope
Q Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
Section A (General information)
License #
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR-RAS 15C
ROOF ROOF TYPE.
❑ Maintenance
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF)
Process No.
❑ Mortar/Adhesive Set Tiles
❑Wood Shingles/Shakes
❑ Reroofing
❑ Recovering
Total (SF)
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
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 1':—"
oc @ La p, # Rows— @ �" ac
Zone 1:—"
oc @ Lap, # Rows ® "oc
Zone 2:—.._."
oc @ Lap, # Rows "oo
Zone 3:_.._."
oc @ Lap, # 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..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
\ Deck Type:
Type Underlayment:
Roof Slope:
12 Insulation:
Fire Barrier:
[RidgeVentilation? Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet: 1 j
Mean Roof Height: Roof Covering:
Type & Size Drip
Edge:
ST. LUCIE
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mr. If the Mf values
are greater than or equal to the
Mrvalues, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
x = _) _.. Mg, _ M, Product Approval Mi
(Zone 2e:
x _ - Mg: = Mem Product Approval Mt --
-
(zone
(Zone 2n:
x 7L = - Mg: = Mom, Product Approval Mf
(Zone 2r:
x _ -a - Mg: = Me& Product Approval Mf
(Zone 3e: -
x) _ - Mg: = Mras __ __ Product Approval Mf
(Zone 3r:
x = ._._� - Mg: = Mrs Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance
(Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height Roof Slope
15,
20'
25'
30'
4V
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
92.2
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
24.4
25.9
27.1
28.2
30.0
'Must be used in conjunction with a list of moment based tile systems
• For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr If the F' values are greater than or
equal to the Fr 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 =Fri Product Approval F'
(Zone 2e: x L =x W:= ) -W: cos r =Fr2e Product Approval F'
(Zone 2n: x L =x W:= ) -W: cos r =Fr2n Product Approval F'
(Zone 2r: x L =x W:= ) -W: cos r =Fr2r Product Approval F'
(Zone 3e: x L =x W:= ) -W: cos r =Frae Product Approval F'
(Zone 3r: x L =x W:= ) -W: cos r =Frar Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
lob Site
Roof Slope
B
lob Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
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.