HomeMy WebLinkAbout2305-53'-0"
3'-0" 1'-9 3/4 if
3/8" HILTI KWIK BOLTS ® 16" O.C.
2„
EMBEDDED 4'
EXISTING 2' x 2' CEILING
TILES ®
LOCATION OF RELOCATED
9'-1" ABOVE FINISHED FLOOR
2' x 2' CEILING TILES FROM
TO THIS NEW
2" 2"
13'-5 1/4" ABOVE
FINISHED FLOOR
ELEVATION ® 13'-5 1/4"
ABOVE FINISHED FLOOR
FORMED COPING W/JOINT COVER (G.I.)
A
2" METAL JAM TO BE REMOVED
NEW 2x NAILER
RELOCATE & REFIT DOOR KNOB
NEW 4" METAL STUD WALL ABOVE,
BELOW & ON EXPOSED SIDE OF
2?
NEW LOCATION FOR DOOR KNOB
HOSE BOX, W/5/8 DRYWALL FINISH
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- - - - -
TO MATCH EXISTING WALL.
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- 1 /4"NOTE:
DUPLICATE ALL EXISTING DETAILS.
NEW COMPOSITION ROOFING RUN UP
'
HOSE BOX TO BE RELOCATED
USE ALL NEW MATERIALS. DEMOLISH
FACE AND OVER TOP OF PARAPET
II
TO EXISTING DOOR OPENING
EXISTING WALL AFTER NEW WALL IS
METAL CLIP TO MATCH EXISTING
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AS SHOWN
IN PLACE
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18— n Qf, " C7 11 1/4!'
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ALL OVERCUT (IF ANY) SHALL BE
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NEW FIBER CANT STRIP
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FULLY INJECTED WITH EPDXY (TYP).
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N
� B
II
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B
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RELOCATED HOSE BOX. ATTACH
N
N
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HOSE BOX TO CHANNELS WITH TOTAL
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8-1/2" M.B. W/LOCKWASHER
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PARAPET DETAIL
N.T.S�
D D N
2" METAL JAM TO BE REMOVED
TERRAZZO TREADS &RISERS
TO MATCH EXISTING
DOOR
A
4-1 /2"O HILTI KWIK
SECTION A — A
CUT NEW
12" TYP.
NEW METAL DOOR JAMB TO MATCH EXISTING
BOLTS PER CHANNEL,
-
OPENING N WALL
EMBEDDED 3 1/2"
PER STRUCTURAL
1 3/4" SC DOOR TO BE REMOVED
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RAWINGS
DRAWINGS!'
BASEMENT
i
1 _g" SEE
SECTION D 6 1 2"
c,
°" w
3/4" cn
C6 x 10.50
O
r
2 3/4!t
1" RAD TYP
(TYP)
TOP
OF CARPET
1 /4"
NEW 5/8" DRYWALL
_
(TYP)
�N
N
TYP
-
3/16
SECTION B— B
5/8.0 HOLES FOR
1/2"O A.B.'S ABOVE SECTION D—
1/4!' PLATE
D
8'-6 3/4!'
1 1 /2" = 1, -Cr
SECTION
A
1/2
SECTION C
"^�,—o»
OF EXIST. STAIRS
t.DETAIL
N.T.S.. 2
STOP FLASHING TO MATCH EXISTING
4 PAINT TO MATCH EXISTING
2f -O"
GRAVEL TO MATCH EXISTING
OVERHANG
3 W&SSIDE
SEE
DETAIL
.01 9" 6'-3 3/4!0
8" LINE OF
T -BAR CEILING
CROWN
MOLDING - WHITE
INSTALL STRIP VENT
SCREEN AT FULL
2 x 6 SILL PLATE
FINISH TO MATCH EXISTING
LENGTH OF WALL
W/5/9'0 ANCHOR
BOLTS 24" OC
4 1 /2 x 4 1 /2" MULLION
N
O
W
W
1 3/4" x 4 1/2" MULLIONS o
STUCCO SOFFITTcn
TYP U.N.O.
0
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LINE OF
HARD CEILING
1/4" GLASS TYP
0
EXISTING BUILDING r Ld
DETAIL
N.T.s.
3
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N W
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2 x 6 SILL PLATE
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W
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W
1/4!' TEMPERED GLASS z
gIss/�
1/4!' TEMPERED GLASS
R
�i '� OC .
5/8" DRYWALL
III
II III III
III III III
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2 x 4:�
,
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. 02685
STUCCOS
4 .
3 -3
`�
CRIPPLE WALL
4 4/2" MULLION
APPROVED
ED
�� ,•'�1��
fo
CITY ENGINEER R.C.E.
-���Il /J
1 4" GLASS
/
CITY OF FONTANA
NOT FOR CONSTRUCTION CITY DWG6 2305 SHEET 5 OF 16
NO.
SECTION
B
1/2"=1'—o"
DETAIL
N.T.S.
4
I
PARTIAL SOUTH
ELEVATION
LOOKING NORTH)
1/2"=i'-0"
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
ONES & SHALL ONUGHTT
PROJECT
CLIENT'ENGINEERING,
BOCK ENGINE ERIN G,INC.
SCALE
PROJECT N0. 92035
THESCALED
JOB SITE. ANYLDISCIMENSIONS
REPANCY SHALL BEEBRORIFIED
TO
ARCHITECTURAL
BARRIER REMOVAL PROJECT ELEVATOR FOR
CITY OF F
THE IMMEDIATE ATTENTION OF BOCK ENGINEERING, INC.,
PRIOR TO COMMENCEMENT OF ANY WORK.
PERFORMING ARTS
CENTER, 9460 SIERRA AVE., FONTANA,CA.92335
c o N s u � T i N G E N G I N E E R S'
�2" = �'-0"
FILE NO. 92035-1
THIS DESIGN, DRAWING, SPECIFICATION & CALCULATION IS
THE PROPERTY OF BOCK ENGINEERING, INC., & IS FOR USE
ONLY ON THE SPECIFIC SITE INDICATED, & SHALL NOT BE
PERFORMING ARTS CENTER
9460 SIERRA AVENUE
STRUCTURAL - ELECTRICAL - MECHANICAL
DWG. No.
REV.,
DWG TITLE
USED ON ANY OTHER WORK OR SITE, EITHER AS A WHOLE
O
FOR APPROVAL
ELM
PAB
PAB
12-15-92
DETAILS
0
4650 ARROW HIGHWAY, SUITE E-2
OR IN PART. IT SHALL NOT BE ALTERED OR MODIFIED
EITHER ASA WHOLE OR IN PART, EXCEPT BY AUTORIZED
FONTANA, CALIFORNIA 92335
909 621-0544
MONTCLAIR, CALIFORNIA 91763
EMPLOYEES OF BOCK ENGINEERING, INC.
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5 OF 5 DRAWINGS