A
SC
G
J
SE
N
1776 Peachtree St, NW
Suite 400 South
Atlanta, GA 30309
404-875-4500 tel
404-876-8884 fax
2
S690
2
S690
W14X22 (SLOPES)
W14X22 (HI) (SLOPES)
W14X22 (HI) (SLOPES)
W14X22 (HI) (SLOPES)
W14X22 (SLOPES)
www.praxis3.com
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3
S690
12.16.14
.
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4
S690
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All reports, plans, specifications, computer files, field data, notes and
other documents and instruments prepared by Praxis3 shall retain all
common law, statutory and other reserved rights, including copyright
thereto.
HSS6X6X3/8
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Copyright (c) 2013 Praxis3, LLC
This drawing may not be reproduced in whole or in part without written
permission of Praxis3. It is to be returned upon request. Scales as
stated are valid on the original drawings which are 30" x 42".
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BRACE ALONG 11
1
S400
SCALE: 1/4" = 1'-0"
10
Comments
60% Progress Set
90% Progress Set
Permit Set
1
S690
1
S690
9
Date
07.18.14
09.12.14
12.16.14
HS
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70
K
Rev
11
9
8
11
12
12
11
2
S690
2
S690
16' - 9 7/8"
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H
SS
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20
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W18X35
5' - 10 3/8"
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45.
00°
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8
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18' - 1 1/8"
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X3
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5X
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20
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W14X22
W14X22
4
S690
00°
45.
10' - 11 1/2"
3
S690
X3
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40
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5X
5
H
Sonic Automotive,
Inc.
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40
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40
K
Client:
3
S690
K
40
P=
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5
X
S5
S
H
10' - 11 1/2"
4401 Colwick Road
Charlotte, NC 28211
Project:
Audi
Birmingham
1
S690
1
S690
1314 Grants Mill Way
Irondale, AL 35210
SCALE: 1/4" = 1'-0"
2
S400
BRACE ALONG N
3
S400
SCALE: 1/4" = 1'-0"
BRACE ALONG SC
SCALE: 1/4" = 1'-0"
4
S400
BRACE ALONG SE
SCALE: 1/4" = 1'-0"
5
S400
Project Number:
13036
Site Key Plan:
NOTES:
1.
BRACE FORCES SHOWN ARE SERVICE LEVEL (ASD) TENSION OR COMPRESSION
LOADS.
2.
DESIGN CONNECTIONS USING AISC UNIFORM FORCE METHOD. SUBMIT CALCULATIONS
STAMPED BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW PRIOR TO
SUBMITTING SHOP DRAWINGS.
12/16/2014 4:54:42 PM
Sheet Title:
BRACE FRAME
ELEVATIONS
Sheet Number:
PES PROJECT NUMBER: 0214156
S400
NOT RELEASED FOR CONSTRUCTION AND PERMIT
BRACE ALONG A