HomeMy WebLinkAbout2305-112 x 8 LEDGER (STRUCT. 1) W/4 -5/8"O
HILTI KWIK BOLTS, EMBEDDED 4"
EXIST. 8" TILT—UP WALL
4-6" x 6" HOLES
COORDINATE THE DEPTH OF
THIS WING WITH THE DEPTH
OF EXISTING WING
EL. = 91'-6"
BASEMENT FLOOR LEVEL
EL. = 89'-6"
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
SCALED ONES, & ALL DIMENSIONS SHALL BE VERIFIED ON
THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO
THE IMMEDIATE ATTENTION OF BOCK ENGINEERING, INC.,
PRIOR TO COMMENCEMENT OF ANY WORK.
THIS DESIGN, DRAWING, SPECIFICATION & CALCULATION IS
THE PROPERTY OF BOCK ENGINEERING, INC., & IS FOR USE
ONLY ON THE SPECIFIC SITE INDICATED, & SHALL NOT BE
USED ON ANY OTHER WORK OR SITE, EITHER AS A WHOLE 0 FOR APPROVAL
OR IN PART. IT SHALL NOT BE ALTERED OR MODIFIED
EITHER AS A WHOLE OR IN PART, EXCEPT BY AUTORIZED REV DESCRIPTION
EMPLOYEES OF BOCK ENGINEERING, INC.
11Z' PLYWOOD (STRUCT. I, CDX) W/10d NAILING:
4" 0 BOUNDARIES AND EDGES AND 6" IN FIELD
2 x 8, 8 EACH
5" x 5" OPENING
AT LOW POINT FOR
EL. = 120'-9" TOP OF HOISTWAY
ELEVATION G -G
ELM PAB PAB 12-15-92
DWN ENG CHKD DATE REV DESCRIPTION
EL. = 119'-1"
NEW WALL SEE NOTE 22 SHEET A-4
EL. = 116'-9" TOP OF EXIST. ROOF
EL. = 103'-0"
EL. = 96'-3"
EL. = 94'-9"
EL. = 93'-3"
EL. = 91'-9"
EL. = 90'-4"
CONTRACTOR SHALL REMOVE ANY PROJECTIONS OF
EXISTING CONCRETE TYP AT ALL LOCATIONS WHERE
EXISTING CONCRETE IS INTERCEPTED. .y •.y�%
T.O.C. EL. 85'-10"
EL. = 84'-6"
•4 mq�,�
IN0. . C26 9
° Exp.
• \
CE7:4- .•
• •' �1
0 ig
CAULK
L NEW G.I. FLASHING
NEW 8" CMU WALL NEW UNDERLAYMENT AS REQUIRED
RUN UP WALL &UNDER FLASHING
NEW SHT MTL SADDLE H
UNDER FLASHING
NEW FIBER CANT STRIP
4-5/870 HILTI KWIK
BOLTS, EMBED. 4"
DETAIL
EXISTING 2 x 12
REPLACE EXIST. PLY'D AS REQ'D
WITH SHEETS 4'-0" WIDE. INSTALL
USING SAME NAIL'G AS EXIST TYP
NEW 2 x 6
N.T.S. [ 1
PLYWOOD AS REQUIRED
:ETS 4'-0" WIDE. INSTALL
kME NAILING AS EXISTING
HU212
.�.. „ 12 LEDGER
W/4-5/8"0 HILTI KWIK
BOLTS, EMBED. 4"
TYPE HD2A
4x PC"
2x ST
CORN[
OR Of
TYP.
SILL F
I FIN. F
LINE
2x STUD UP'^
PLAN
2-3/4'0 B
2-5/8"0 B
SILL PLATE
CONC. CURT
WHERE OCC
FINISHED Fl
LINE
BOTTOM OF
5/8"0 ANCI
3/4'0 ANCI
MIN. COVER
AnTTnm nF
TYPE HD7A
3-7/8"0
BOLTS
TYPE HD5A
� DETAIL N.T.S. L2j HOEDOWN ANCHORS N.T.S. Lr;�
r 2—#5 AT E4 END
U
------ -------------_-
DETAIL
DAMAGE TO REBAR
8" CMU
#4 0 2'-0" O.C. E.W.
TYPICAL CORNER AT
8" CMU WALL
N.T.S.r 3 � NOTES TYPICAL FOR ALL REBAR
4-#5 ® CORNER 1'-0" #5 ® 10" O.C. E.F.
I� I
11 I
!10 —0 —.—.----! — ---
so W I I I
I
sot III I
N N _I III I
r- III I
III I #6 @ 12" O.C. OR
I #5 ® 10" O.C.
I I
I I W
I I
I I
I I
I• �
APPROVED TYPICAL CORNER AT 12"
CONCRETE WALL
CITY ENGINEER R.C.E.
CITY OF FONTANA
PROJECT
ARCHITECTURAL BARRIER REMOVAL PROJECT ELEVATOR FOR
PERFORMING ARTS CENTER, 9460 SIERRA AVE., FONTANA,CA.92335
DWG TITLE
ELEVATION G — G
DWN ENG CHKD DATE & DETAILS
EXIST.
REBAR
J L—Us F—Ho J11JL
GRADE 60, BAR SIZE
SAME AS EXIST, REBAR
SECTI❑N A - A
BAR SIZE
NOTES:
HD7A
1.
HD INDICATES "SIMPSON"
1/4"
5
HOLD ANCHORS OR
1 1 /8"�
3/8'
APPROVED EQUAL.
ANCHOR BOLT
2.
POST SHOWN ARE MIN. SIZE.
SEE PLAN FOR SIZE.
3.
TO PROPERLY LOCATED HOLD
DOWN ANCHORS CONTRACTOR
TO CHECK STRUCTURAL &
ARCH. DRAWINGS FOR OPENINGS
BOTTOM OF
ETC. BEFORE PLACING
SLAB
BOLTS.
4.
HOLD DOWN ANCHOR BOLTS
SHALL BE SET IN PLACE
BOTTOM OF
PRIOR TO FOOTING INSPECTION.
FT'G TYP.
� DETAIL N.T.S. L2j HOEDOWN ANCHORS N.T.S. Lr;�
r 2—#5 AT E4 END
U
------ -------------_-
DETAIL
DAMAGE TO REBAR
8" CMU
#4 0 2'-0" O.C. E.W.
TYPICAL CORNER AT
8" CMU WALL
N.T.S.r 3 � NOTES TYPICAL FOR ALL REBAR
4-#5 ® CORNER 1'-0" #5 ® 10" O.C. E.F.
I� I
11 I
!10 —0 —.—.----! — ---
so W I I I
I
sot III I
N N _I III I
r- III I
III I #6 @ 12" O.C. OR
I #5 ® 10" O.C.
I I
I I W
I I
I I
I I
I• �
APPROVED TYPICAL CORNER AT 12"
CONCRETE WALL
CITY ENGINEER R.C.E.
CITY OF FONTANA
PROJECT
ARCHITECTURAL BARRIER REMOVAL PROJECT ELEVATOR FOR
PERFORMING ARTS CENTER, 9460 SIERRA AVE., FONTANA,CA.92335
DWG TITLE
ELEVATION G — G
DWN ENG CHKD DATE & DETAILS
EXIST.
REBAR
J L—Us F—Ho J11JL
GRADE 60, BAR SIZE
SAME AS EXIST, REBAR
SECTI❑N A - A
BAR SIZE
WELD SIZE
3
3/16'
4
1/4"
5
5/16'
6
3/8'
WHEN DRILLING INT❑ EXISTING CONCRETE FOR ANY PURPOSE (ANCHORS, BOLTS,
DOWELS, LEDGER BOLTS, PLASTER ANCHOR PINS, ETC,), EXTREME CARE SHALL. BE
EXERCISED AS TO NOT CUT INT❑, DISTURB OR DAMAGE IN ANY WAY THE EXISTING
REBARS IN THE CONCRETE, USE ONLY MASONRY TYPE DRILLS, WHICH CAN NOT CUT
INT❑ STEEL REBARS AND USE METAL DETECTORS, REBAR DETECTORS (PACO METERS)
TO LOCATE REBARS BEFORE DRILLING, USE PILOT DRILLS TO TEST CLEARANCES, IF
ANY EXISTING REBAR GETS ACCIDENTLY DAMAGED, IT SHALL BE REPAIRED PER DETAIL
AND SUCH REPAIR SHALL BE INSPECTED BY DEPUTY INS T ALL CONCRETE
�f i��'J.
REMOVED FOR SUCH REPAIRS, AND ALL PILOT HOLES ;SH _ � � Lt ED AND REPAIRED
BY EPDXY BASED PATCHING/SPACKLING COMPOUNDS,LRIOI� SURFACES
SHALL BE MADE TO THE EXISTING CONCRETE OR
I I `
NOT FOR'CONSTRUCTION
2" CLR (TYP)
t
CLIENT
CITY 0-F FONTANA
PERFORMING ARTS CENTER
9460 SIERRA AVENUE
FONTANA, CALIFORNAI 92335
CITr uw 230,E SHEET II OF 16
N0. N0.
N.T.S. 4 DAMAGED6. REBAR REPAIR N.T.S.
BOCK ENGINEERING, INC. S�A�� PROJECT N0. 92035
C O N S U L T I N G E N 0 I N E E R S '�'L
/'t = 1-p') FILE No. 92035-03
STRUCTURAL • ELECTRICAL , MECHANICAL owo. No. REV.
S 6
4650 ARROW HIGHWAY, SUITE E-2 0
909 621-0544 MONTCLAIR, CALIFORNIA 91763 6 OF 7 DRAWINGS