HomeMy WebLinkAboutProject Information '.. ..: :::. : ..:.... RECEIVED
` OCT 0. 4 2021
0 K5
e St.Lucie County 1
Permitting
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ST LUCIE.000NTY ROOFING PERMIT INFORMATION S4ETI—WE V g)
CODE PLPANk CE
Florida Building Code 7th Edition (20I20) S . , ucgE C®
Based on Section 1525 of the Florida Building Code-Building ���
INSTRUCTION PAGE
FILE C®Py
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS As NOTED
BELOW:
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Required Sections of Attachments Required..
Roof System the Permit Application See List Bellow
Form
Low Slope Application A,B,C
Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7
Asphaltic Shingles A,B, D 1; 45Q7
Concrete or Clay Tile A,B, D,E 1234..5$T'
Metal Roofs Al B, D i,2,fi4,5,
Woo Ming es and A,B,D 124567
Shakes
Other As Applicable 1,A,34;5g7
ATTACHMENTS REQUIRED As.Applicable):
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
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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
S. Municipal Permit Application
6. Owners Notification for Roofing Considerations(Reroofing Only)
7, Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 18,2021
WQRKS
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Section A(General Information)
Master Permit No, Process No.
Sunrise City CHDO Inc CM 327208
Contractors Name: License# 1
Job Address 2410 Royal Palm Drive Fort Pierce, FL 34951
ROOF CATEGORY
QLow Slope E]Mechanically Fastened Tile I]Mortar/Adhesive Set Tiles
F_jAsphaltic Shingles QMetal Panel/Shingles Elwood Shingles/Shakes
El Prescriptive BUR-RAS 150
ROOF ROOF TYPE
13 New roof El Repair 13 Maintenance IV7]Reroofing E]Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) 100 Total(SF) 100
Section B(Roof Plan)
Sketch Roof Plan: Illustrate. all levels and sections, roof drains, scuppers, overflow scuppers aind overflow drains.
Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets.
1.
1 'x
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ction C(Low Slope Roof) Surfacing:
Fill specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attach nt:
manu cturer
Zone 1':—"oc @ Lap,#Rows '
(If a co onent is not used,identify as"NA")
Zone 1:—."oc @ Lap,#Rows- "
System M ufacturer. Zone 2:`"oc @ Lap,#Rows
Zone 3--'oc @ Lap,#Row '
Product Appro I No.:
Number of Fasteners Per Insula ' n Board:
Design Wind Pressu s,From RAS 128 Or Calculations:
Zone 1 . Zone 1: one 2: Zone 3:
Zone 1': Zone 1: Zone 2: Zone 3: Illustrate Components N ed and Details as Applicable:
Max. Design Pressure,fro the specific product approval Woodblocking, Gu r, Edge Termination, Stripping,
system: Flashing, ContinuI s Cleat, Cant Strip, Base Flashing,
Counterflashing, oping,Etc.,
Deck: Indicate: Mean oof Height, Parapet Height, Height of Base
Type: Flashing,Co ponent Material,Material'Thickness,Fastener
Gauge Thickness: Type,Fast er Spacing or Submit Manufacturers Details that
Comply ith RAS 111 and Chapter 16..
Slope:
Anchor/Base Sheet&No.df Ply(s):
FT.
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultation Size and Thickness: ! Parapet
Base Insulation Fastener/Bonding Material: Height
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Top Insulation Layer:
Top Insulation Size and Thickness: FT.
Top Insulation Fastener/Bonding Mater' I:
Mean
Base Sheet(s)&No.of Ply(s): Roof
Base Sheet Fastener/Bonding ateria1: Height
Ply Sheet(s)'&No.ofPIs):
Ply Sheet Fasten er/B
Material:
Top Ply:
Top Ply F tener/Bonding Material:
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Section D (Steep Slope Roof System)
Roof System Manufacturer:
Atlantic Metal
Notice of Acceptance Number:
FL17796
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations):
Zone 1:-47•8 Zone 2e:�one 2n:Oone 2r::L6LZone 3e:-�Zone 3r:
DecC�7yp� Plywood
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.Type llntlealaymen Peel N Stick
°hoof SW�e.
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4 12 Cnsulation. None 1
F1re8artler, None
dgeVetyt�atbon7 yeS FastenerType= Spacingw 8D Ring Shank 6"OC
Adhesive Type WK..'
TypeCap Sheet' ;N/A' '.
Mean R4aHeight 1�' Roof Cavedng 5v777777777 Metal
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Alu- Ta minuet
E_ge
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y
F
L _
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Section E(Tile Calculations)
For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with the values fro Mf.If the Mf values
e greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment method is ceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: Product Approval M
(Zone 2e: Product Approval M
(Zone 2n: X7l � Ijl1g Ma, Product Approval
(Zone 2r: Product!Approval f
Product Appro
one 3e: �.. � - I Mf
( ne ar: ... ? = ----� M9 M Product Appr Val ME .
Method 2"Simplified Tile Calculations Per Table Bel !
Required Moment of esistance NO From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height Roof ope 15' 20' 25' ! 30' 40'
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 32.2 33.8 135.1 37.3
5:12 28.4 30.1 31.6 j 32.8 34.9
6:12 .4 28.0 2 4 30.5 32.4
7:12 24. 25.9 .1 28.2 30.0
*Must be used in conjunction with a list o moment based tile sy ems
• For Uplift based the systems use Method 3.Compare the valu s 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 ro then the the ttachment method is acceptable.
Method 3" lift Base Tile Calculations Per RAS 12T
(Zone 1: x L =x W:=�-W: cos =Fr1 Product Approval F'
(Zone 2e: x L =x W:= )-W: s r =Frxe Product Approval F'
(Zone 2n: x L =x W:= )-W: c r =Frzn Prod ct Approval F'
(Zone 2r: x L =x W:=�-W: cos =Frzr 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 Infor ation
Description Symbol Where to find
Design Pressure zo/es 1,2e,2n,2r,3e,3r From apple ble table in RAS 127 or by a i engineering analysis
Design Pressure Zo es 1,2e,2n,2r,3e,3r prepared by based onI ASCE 7
Mean Roof Height H lob Site
Roof Slope 9 Job Site
Aerodynamic Multiplier a Product Approval
Restoring Moment due to Grave Mg Product Approval
Attachment Resistance Mf Product Approval !
Required Moment Resista a Mg Calculated
Minimum Attachment. sistance F' Product Approval
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Required Uplift Resis nce Fr Calculated
Average Tile Weig W Product Approval
Tile Dimensions L=length W=width Product Approval
All calculatio must be submitted to the building official at the time of permit application.
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