HomeMy WebLinkAboutGENERAL INFORMATION SECTION A ST. LUCIE WORK
Section A(General Information)
Master Permit No. �Zy� d 5" Process No.
Contractors Nam �LV—Vicense# �' ` Z_- p
Job Address
ROOF CATEGORY
0 Low Slope 0 Mral
nically Fastened Tile 0 Mortar/Adhesive Set Tiles
❑Asphaltic Shingles Panel/Shingles Mood Shingles/Shakes
0 Prescriptive BUR-RAS ISO
ROOF ROOF TYPE-
0 New roof 0 Repair 0 Maintenance 011eroofing 0 Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area(SF) Steep Sloped Roof Area (SF) 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.
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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 . `.
(If a component is not used,identify as"NA")
Zone 1:_" oc @ Lap,#Rows Q. '00
System Manufacturer: Zone 2:—" oc @ Lap,#Rows @;
Zone 3:—" oc @ Lap,#Rows
Product Approval No.:
Number of Fasteners Per Insulation Board:
Design Wind Pressure om RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3:
Zone 1':—Zone 1: Z e 2: Zone 3: Illustrate Components Noted-an etails as Applicable:
Max. Design Pressure,from th specific product approval Woodblocking, Gutter, ge Termination, Stripping,
system: Flashing, Continuous at, Cant Strip; Base Flashing,
Counterflashing,Copi g, Etc.,
Deck: Indicate: Mean Ro Height, Parapet Height, Height of Base
Type: Flashing,Comp vent Material,Material'Thickness, Fastener
Type,Fasten r Spacing or Submit Manufacturers Details that
Gauge Thickness:
Comply w' h 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: es .Top Insulation Size and Thickn FT.
Top Insulation Fastener/Bo ing Material:
Mean
Base Sheet//F
y(s): Roof
Base Sheetnding Material: Height
Ply Sheet(s)'&No.of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Y ST. LUCiE WORK
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number: I L ``"7 b Z2— d
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. -C'S
�-� -c
- Type-Undedaymet
Roof-Slope
12
F
}Po ige an't Fastener Type Spacing; ��� (Z�;?C—
Type CaP Sheep
lVidth Roofkfeight _ _ Rotif Covering _ �' P�.
Type SSTs Drip; � �
-Ease
ST. LUCI E 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 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 - _ .. ,. Product Approval M,
(Zone 2e: X; _ _ -({ . . _ Product Approval Mf
(Zone 2n: Product Approval Mf
(Zone 2r: X-k M0 Product Approval Mf
(Zone 3e: M =-Mm Product Approval Mf
(Zone 3r: 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' 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 35.1 37.3
5:12 28.4 1 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 =Fr1 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 =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
From applicable table in RAS 127 or by an engineering analysis
Design Pressure Zones 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 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.