HomeMy WebLinkAboutAPPROVED Rico-Roofing permit information sheet.pdf ST. LU C I E WORKS
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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 1,2,3,4,5,6,7
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 A, B, D 1,2,4,5,6,7
Shakes
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 RooflnfoFeb21 Rev Feb 18,2021
5T. LUCI E
Section A (General Information)
Master Permit No. Process No.
Contractors Name: Alliance Group License# CCC 1330918
Job Address 3496 Southern Pine Drive Fort Pierce, FL 34982
ROOF CATEGORY
❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
❑Asphaltic Shingles ,Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 2,100 Total (SF) 2,100
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.
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ST. LUCIE WORKS
Section C (Low Slope Roof) Surfacing:
Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment:
manufacturer Zone 1':—" oc @ Lap,# Rows @ "oc
(If a component is not used, identify as"NA") Zone 1:—" oc @ Lap,# Rows @ "ao
System Manufacturer: Zone 2:—" oc @ Lap,# Rows @ ao
Zone 3:—" oc @ Lap,# Rows @ "oo
Product Approval No.:
Number of Fasteners Per Insulation Board:
Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3:
Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable:
Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping,
system: Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterf lashing, Coping, Etc.,
Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base
Type: Flashing,Component Material,Material'Thickness, Fastener
Type,Fastener Spacing or Submit Manufacturers Details that
Gauge Thickness: Comply with RAS 111 and Chapter 16.
Slope:
Anchor/Base Sheet& No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material: FT.
Insulation Base Layer:
Base Insultation Size and Thickness: Parapet
Base Insulation Fastener/Bonding Material: Height
Top Insulation Layer:
Top Insulation Size and Thickness: FT.
Top Insulation Fastener/Bonding Material:
Mean
Base Sheet(s) & No.of Ply(s): Roof
Base Sheet Fastener/Bonding Material: Height
Ply Sheet(s)'& No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: Metal Alliance
Notice of Acceptance Number:
FL 29523.5
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations):
Zone 1�36.9Zone 2e:36.9Zone 2nf:53.7Zone 2r-53.7 Zone 3e:53.7Zone 3r:-58.4
Deck Type: 1/2" CDX Plywood
Type Underlayment: Soprema Lastobond smooth seal HT
Roof Slope:
12 insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type &Spacing: K25- IRS nails and tin tags 12" on enter
N/A
Adhesive Type:
Type Cap Sheet:
Mean Roof Height: Roof Covering: 1.5" STANDING SEAM
Type&Size Drip 2.5" by 3" 24-gauge
Edge:
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Ms.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 X _ ) »Mg: =M', Product Approval Mi
(Zone 2e: x% _ )-Mg: =M,a Product Approval Mt
-
(zone 2n: x X _ _) -Mg: =Mom, Product Approval Ms
(Zone 2r: x X _ )-Mg: =M Product Approval Ms
(Zone 3e: X - )"Mg: =Mr,, Product ApprovalMf
(Zone 3r: x k _ ) Mg', =Mrar Product Approval Ms
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(Mr) From Table Below Product Approval Ms-
Mr required Moment Resistance*
17:12
Roof Slope 15, 20' 25' 30' 40'
34.4 36.5 38.2 39.7 42.2
32.2 34.4 36.0 37.4 39.8
30.4 32.2 33.8 35.1 37.3
28.4 30.1 31.6 32.8 14.9
26.4 28.0 29.4 30.5 32.4
24.4 25.9 27.1 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. 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 =Frze Product Approval F'
(Zone 2n: x L =x W:= )-W: cos r =Fr2,, 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 =Fr3e Product Approval F'
(Zone 3r: x L =x W:= ) -W: cos r =Fr3r Product Approval F'
Where to Obtain Information
Description Symbol Where to find
Design Pressure fZones1,2e,2n,2r,3e,3rFrom applicable table in RAS 127 or by an engineering analysis
Design Pressure 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope 6 Job Site
Aerodynamic Multiplier A Product Approval
Restoring Moment due to Gravity Mg Product Approval
Attachment Resistance Mr Product Approval
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Moment Resistance Mg Calculated
Attachment Resistance F' Product Approval
Uplift Resistance Fr Calculated
Tile WeightW Product Approval
nsions L=length W=width Product Approval
All calculations must be submitted to the building official at the time of permit application.