HomeMy WebLinkAboutGENERAL INFORMATION SECTION AULCIE
3kMP,
ORK
■ � ��:
Section A (General Information)
Master Permit No.i� V155 Process No.
Contractors Name: L--IJII J �.�( ��l n cM Lice e# (1(r 1 1 q—� Z
Job Address
ROOF CATEGORY
Low Slope b Mechanically Fastened Tile Mortar/Adhesive Set Tiles
E3 Asphaltic Shingles C3 Metal Panel/Shingles E3Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 1S0
ROOF ROOF TYPE
New roof E3 Repair C3 Maintenance X Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) (4Total (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.
LUCIE WORKS r
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number. '; � L) k C G2
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): j
Zone�1: / _ (� Zone 2e C , Zone 2n'S j Z,pne 2r:_ij/ Zone 3e: ql Zone 3r: ! J
Roof Slope:
Ridge Ventilation?
Mean Roof Height:
Deck Type:
Type Ur
Insulation:
Fire Barrier:
Fastener Type & Sp
Adhesive Type
Type Cap
Roof Covering: 1�
Type & Size Drip
Edge:
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. 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 1 = _ - Mg: M„ Product Approval ML.—
(Zone 2e:
x _ _} _[; Mrze Product Approval Mf �Y
(Zone 2n:
x)L- �) — Mg: = M,, Product Approval Mfg
(Zone 2r:
x) _ _ — Mg: Mr2 Product Approval Mf
(Zone 3e:
(Zone 3r:
x — ._) _ Mg: = Mew Product Approval Mf.
x )L — — — MT = M,& Product Approval Mfg
Method 2 "Simplified Tile C Iculations Per Table B
Required Moment of Resistance (MA From Table Below Product Annrnval Ma�,°�-1
Mr required Moment Resistance*
Mean Roof Height Roof Slope
15'
20'
25'
30'
40'
2:12
36.5
38.2
39.7
42.2
3:12
34.4
36.0
37.4
39.8
4:12
n30.4
32.2
33.8
35.1
37.3
5:12
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
wi not vc uacu III %-UIIJU1 H.LH71I VVMI d Ilbl Ul MUFTIent oasea 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 =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
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
8
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
MB
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.