05-676-005AM SUPPORT AN&LE5 ARE
TO BE INSTALLED AS HIGH
AS POSSIBLE. REFER TO
MECHANICAL FOR UNIT
SIZES AND CLEARANCES
EXISTING CONCRETE
5TRUCTURE
.C. TO VERIFY
(5x3 /8'x6' LONG STEEL
N&LE (LLV) VV (2) 1/2"0 I I
LTI HLG-HX SLEEVE
NCHOR5 I
<3x3/8' STEEL ANGLE
5x3x3/6' STEEL ANGLE '
(LLV) I
= I
_ I
6.0. TO VERIFY 517 I
OF AIR HANDLING UNIT ---�i
TYP.r
I
N=: G.G. TO VERIFY NO
PRE5TRE551N6 STRANDS ELEVATION
ARE CUT BY INSTALLATION — — — — — OF ANCHORS I (�
PLAN
AIR HANDLING UNIT
6 SUSPENSION DETAILS
N.T.S.
5/8" GYP. BD. ON
3 -5/8" 2O&A
METAL STUDS
I6 "o.c., PAINT P -1
\ 5/8" GYP. BD. ON 8"
186A METAL
PERIMETER TRACK,
18" PAINT P-4
METAL STUD
CONNECTIONS TO BE
MADE W/ A MINIMUM
OF (4) #12 -14 SCREWS ' + +
++ +
5/8" GYP. BD. ON
04A86A METAL
STUDS 0 Ib "o.c.,
PAINT P -4
ALIGN EDGE OF J
CEILING WITH FACE
OF DRYWALL
COLUMN
J
r 1 1 n\/l 1 1 V 1 r 1-
OF BULKHEAD
ALIGN EDGE OF
GEILIN6 WITH FACE
OF EXI51TN6
DRYWALL COLUMN
CEILING #5
5 (PLAN DETAIL
1/411 = 11-0" REFER TO TYPICAL
NOTES ON DETAIL 2/-
I
I
I
I I
I I
I
I I
I I
I
F
DASHED LINE
INDICATES PARTITION
TO EXTEND TO
UNDM15DE OF DECK
(`THIS SOFFIT ONLY),
SEE DETAIL ABOVE
t
tY
N
4
qtr
� N
4
dJ
i
(V
Q
i -
8
DO NOT OVERL
COLUMN EXPAK,
JOINT
_
4
c
r
C
u
5
c
?-%I I r1%Vn I V LR 1 IF V1164-
COLUMN (" ERE
APPLICABLE)
CEILING #2
2 I PLAN DETAIL
1/4" = 1' -0" 'NOTES ON THE ABOVE PLAN
ARE TYPICAL FOR ALL SALES
AREA FLOATING CEILINGS
(DETAIL5 I THRU 5, T14I5 SHEET)
I.1 4'-0' I 21 -811 I 21 -8" I 4'--0'
21_/11
CEILING #4
4 (PLAN DETAIL
1/4" = 1' -0" REFER TO TYPICAL
NOTES ON DETAIL 2/-
21_011
MECHANICAL DUCT
ABOVE (SHOWN
SHADED), TYP.
SHADED AREA
INDICATES AN OPEN
SLOT (NO FRAMING),
SEE DETAIL 2/A2
PERIMETER FRAMING
15 8" x 166A. METAL
TRACK OVER 3-5/8 x
186A. METAL TRACK
1 -1/2" BAR CHANNEL
® 48 "oz.
PROVIDE (4) SETS OF
FOUR SPLAY WIRES
(U.O.N), EACH WIRE AT
MAXIMUM 450 ANGLE
INTERIOR FRAMING 15
04 x 18 GA. METAL
5TV05 ® 16"o.c.
8 GA. VERTICAL
SUPPORT WIRE AT 48 "ol-
(U.O.N), SEE PET. I /A2
FOR ATTACHMENT TO
5TR zTURE
m
8 —
ATTACH TO DRYWALL
COLUMN
CEILING #1
1 (PLAN DETAIL
1/411 = 111-01' REFER TO TYPICAL
NOTES ON DETAIL 2/-
CEILING #3
3 (PLAN DETAIL
1/4" = 11-0" REFER TO TYPICAL
NOTES ON DETAIL 2/-
LK
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Design arfl!-cons •uctlon documents
as mstrumorts of rvlce are given
in confidence and rem the proper
of Herschman Architect use
of this design and these construction
documents for purposes other than
the specific protect named herein is
strictly prohibited without expressed
written consent of Herschman
Architects, Incorporated
Date Issue
03 -28-05 BID/PERMIT
•
•
•
Drawn By: JB
Project No.: x181.00
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HERSCHMAN
ARCHITECTS
I N C 0 P P O R A T E D
25001 EMERY ROAD, SUITE 400
CLEVELAND, 0H 44128
TEL (216) 223 -3200
FAX (216) 223 -3210
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