HomeMy WebLinkAboutGENERAL INFORMATION SECTION A - C -D ST. L UCIE WORKS
Section A(General Information)
Master Permit No. Process No.
Contractors Name: License#
Job Address Salt C kY�)S TlY - "L`ni Ll
ROOF CATEGORY
❑Low Slope ❑IV�echanically 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 `f, 'Reroofin it
New
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ROOF SYSTEM INFORMATION f
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) �{ j Total(SF)_j
Section B(Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scupper's and overflow drains.
Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets.
5201 S Citrus Ave
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�s 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_. 00
(If a component is not used,identify as"NA") �� I "
Zone 1-- oc @ Lap,#Rows @ oc
System Manufacturer: Zone 2':— -" oc�'@ Lap,#Rows @ "40
Zone 3• "oc @ Lap,#Rows—® "ao "
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, I Gutter, Edge Termination, Stripping,
system: Flashing, Continuous Cleat, I Cant Strip, Base Flashing,
Counterflashing,Coping,Etca
Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base
Type: Flashing,Component Material Material'Thickness,Fastener
Gauge Thickness: Type,Fastener Spacing or Submit Manufacturers Details that
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
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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
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Ply Sheet(s)'&No.of Ply(s):
Ply Sheet Fastener/Bonding Material:
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Top Ply:
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Top Ply Fastener/Bonding Material:
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ST. L UCIE WORKS
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Section D (Steep Slope Roof System)
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Roof System Manufacturer: _ � `o t n v"'eo-�\
Notice of Acceptance Number: rL- L2— t 0 a1-3`
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Minimum Design Wind Pr ssures,'If Applicable(From RAS 127 or Calculations): 1
05
Zone 1: 0 one 2e•..—Zone 2n:----Zone 2r:_- Zone 3e: Zone 3r:0�
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r Deck Type:
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Type Underlayment: I -
Roof Slope:12 �'
Insulation:
Fire Barrier:
Ridge Venti[a4on? Fastener Type&Spacing: IRDAm SY1&Yl 1�.i'ym S
Adhesive Type: I
Type Cap Sheet
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Mean Roof Height: is _ Roof Covering:
Type&Size Drip -
redge: -
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T. LUCIE WORKS
Section E(Tile Calculations)
For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with 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: Mn Product Approval ML
(Zone 2e: X� ��-Mg: Mom, Product Approval Mf
(Zone 2n• x IL ^Mg: MO Product Approval Mt-
(Zone 2r: X _)^Mg: Mr2, Product Approval Mf
(Zone 3e -,x ) Mg: Mr _ Product Approval Mf.�
(Zone 3r: X Product Approval Mf
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(Mr)From Table Below Product Approval IMf
Mr required Moment Resistance*
Mean Roof Height Roof Slope 15, 20' 25' j 30' 40'
2:12 34.4 36.5 39.2 39.7 42.2
3:12 32.2 34.4 36.0 j 37.4 39.8
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 j 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 the 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 the 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:=____j-W: cos r =Fr3e Product Approval F'
(Zone 3r: x L =x W:= )-W: cos r =Fr3r Pro,Iduct Approval F'
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Where to Obtain Information
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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 Job Site
Roof Slope 6 Job 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.