Chromalox HVH-50-23 User Manual Page 3

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11
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33
3 4
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4
A
AA
A
D
DD
D
21'-0 1/2" 21'-0 3/4" 20'-0" 18'-0" 17'-5"
24'-2" 21'-0" 24'-2"
B
BB
B
C
CC
C
4
S302
E
EE
E
F
FF
F
800S200-54
@ 16" o.c.
.5
PRE-ENGINEERED
STEEL STAIRS
5
S304
6
S304
7
S304
MECHANICAL UNIT,
SEE MECH.
MECHANICAL UNIT,
SEE MECH.
NOTES:
NOTES:
2. DECK BEARING ELEVATION = 23'-2 1/2" WITH RESPECT TO LEVEL 00 REFERENCE ELEVATION
INDICATES DIRECTION OF 5/8" FIRE RESISTANT APA RATED (32/16) SHEATHING
1.
.5
3. PLYWOOD SHALL BE CONNECTED TO LIGHT GAUGE FRAMING w/ #10 TEK SCREWS @ 6" o.c. AT PANEL
EDGES AND 12" o.c. IN THE FIELD.
4. SEE S202 FOR ADDITIONAL SHEET NOTES.
Uzun & Case Engineers, LLC
201 17th St. , NW Suite 1200
Atlanta, Ga 30363
Phone: 678-553-5200 Fax: 678-553-5270
http://www.uzuncase.com
SHEET NO:
DATE:
SCALE:
PROJECT NO:
DRAWN BY:
DRAWING TITLE:
PROJECT NAME:
SUBMISSIONS:
REV: DATE:
SUBMISSIONS:
REV: DATE:
SUBMISSIONS:
REV: DATE:
SUBMISSIONS:
REV: DATE:
SUBMISSIONS:
REV: DATE:
SUBMISSIONS:
REV: DATE:
RELEASED FOR CONSTRUCTION
14
13
12
11
10
9
8
7
6
5
4
3
2
1
J
I
H
G
F
E
D
C
B
A
1413121110987654321
As indicated
S203
03/27/13
12248
THIRD LEVEL PLAN
STRUCTURAL
TESTING
LABORATORY
Author
S203
SCALE: 3/16" = 1'-0"
1
LEVEL 03 - MECHANICAL MEZZANINE
02 04-17-2013
Phase II Construction
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