HomeMy WebLinkAboutProject InformationSt. LUCIE WORKS
Section-D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:Zone 2e:_Zone 2n:_Zone 2r:^Zone 3e:one 3r:
Roof. Slope:
(L: 12
Ridge Ventilation?
Deck Type:
Type Unde1ayment: 8
Insulation:
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet
Mean RooPHelght: Roof-Covedng:
Type & Size Drip
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 Mf. If the Mf values
are greater than or equal to the Mrvalues, for each area of the roof, then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: x _ Mg: _ Product Approval Mi
(Zone 2e: x1l = `�-iNg: =M,2. Product Approval Mf.
(Zone 2n: x2 = )-Mg: =Ma, Product Approval Mf
(Zone 2r: Xl . ---)-Mg: =M& Product Approval Mf
(Zone 3e: Product ApprovalMf
(Zone3r: MM =Mr& 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
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 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 =Fn 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:=____j -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
Product Approval
Restoring Moment due to Gravity
Me
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.
j ST. LUCIE WORKS
Section C (Low Slope Roof)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:T�'+1 LO
Product Approval No.:_ao — 0`76) , D 2—
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': Zone 1 Zone 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:
Gauge Thickness:,
Slope:,
Anchor/Base Sheet & No, df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base layer:
Base Insultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)' & No. of Ply(s):
Ply -Sheet Fastener/Bonding Material:
;Top Ply:
Top Ply Fastener/Bonding Material:
t
Surfacing: {
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone V,
" oc @ Lap, # Rows
@ ° ac
Zone 1:�."
oc @ Lap, # Rows
@ ° oc
Zone 2:—"
oc @ Lap, # Rows
@ "ao
Zone 3:—"
oc @ Lap, # Rows
@ moo
Number of. Fasteners Per Insulation Board:
l
Zone V —Zone 1: Zone 2: Zone 3: 1
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing, °yam
Counterflashirig, Coping, Etc..,
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material' Thickness, Fastener
Type, FastenerSpacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
Roof
Total Roof Area - 36.88 SQ
Standard Slope (4:12-6:12) - 36.83 SQ
Flat`Slope (o:1-2 1 12)` 0:05::SQ ,
Roof Planes - 13
Structures - 1
Eave - 179.50 LF
Rake 108-00 LF.
Total Perimeter - 287.50 LF
Ridge .
- 64.97:1-17
Hip
- 129.79 LF
Valley
- 111.18 LF .
Slope Change
- 2.00 LF
Step.Flashing
- 19.68. LF
Headwall Flashing
- 21.44 LF
6759 Dickinson Terrace, Port St. Lucie, FL 34952
North
South
East
West
THIS REPORT IS FOR ESTIMATION PURPOSES ONLY. VERIFY ALL DIMENSIONS AND TOTALS BEFORE PURCHASING MATERIALS. I
THIS REPORT IS THE PROPERTY OF SCOPE TECHNOLOGIES, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN 'CONSENT.
• o • • - • - (OScope Tech nologi - 11630 StoutDenver CO 802021•• ••- • ••- 1 1 Drafted •
Roof Area Analysis - Structure 1
6759 Dickinson Terrace, Port St. Lucie, FL 34952
11.6
Lq
m
v
n
11.6
SP
12.5
Ln
Plane
Area(sf)
Pitch ( Slope
A
664
5:12
B
687
5i12
C
196
5:12
D
45
5:1Z
E
1,055
5:12
F
70;:.
51Z
G
375
5:12
H
49 .
5:12
1
47
5:12
J
5.
112 F
K
40
5:12
G-
144
5:12`,_ .
M
311
5:12
Slope: (S)teep - Qmv - (F)Iat
Totals (SQ)
1:12 - 0.1
5:12 - 36.8
Flat - 0.1
Drawing Key 0.4 0.4 12.5 12.5
Eave Hip Ridge Parapet Clear Story ----- Headwall Flashing \\\Ice & Water Areas
-- Rake Edge Valley Flat Drip Edge Coping ----- Slope Change - Step Flashing «Flat Slope Area
RoofScope Report (OScope Technologies, Inc. 11630 Stout St., Denver CO 80202 1 www.roofscope.com 1877-MyScope 1 11/16/20 1 Drafted b : MMJ I p.2/2