13-748-0441/21-11-01
I ig MON m iii Nlroj rd 5;;4 ffiffa " ffiaw,61
WAIN
14�
5" MASONRY NALL REFER TO MASONRY NOTE
FOR REINFORCING. EXTEND INALL REINFORCING
INTO RAKED KaLL ev qoo HOOK (TYPICAL)
IMI=AC,,7 ltt"`ttttlAL.L. 57r=f= r::>r=7All. A7 RAMP
CONDITION 15 DIFFERENT THAN WHAT 15
112 *0 X 36' LONG® G;ALV- SMOOTH BAR * 49'
4—"
1/2"
O.C- G:REACE ONE SIDE FROM STRUCTURAL
°OR STRAP BEAM 4 BOXOUT ALLOWANCE
SLAB INTO SLAB ON GRADE AS 594-OWN
OUT a C"oNr.,. YlALL W
WATER PROOFING
--ppyei-
qO* HOOK REFER TO IMPACTI
,--)62LTEX
(TYPICAL)
PLANTER KALL NOTE ON 5-2
+ 15'-2- T.O. CONC. WALL
FOR REINFORCING
4" CONC. SLAB
_J-RM�- To ARCHITECTURAL ONVe
PV # 4 a 15"
PLANTER (I MFACT WALK
FOR WATER PROOFING DRAINAGE
. AT C.
E.W. L
# 5 a 14" O.C. HORIZONTAL. (PROVIDE BEND BARS AT
SYSTEM UNDER THE PLANTER
DOWEL.. VERTICAL STEEL AS PER NOTE "A" ON S--2
;AL STEEL AS PER NOTE
STEEL INTO STRUCTURAL SLAB K/ cTO* HOOK
FOR ALL IMPACT KALL FROM BI-1 (TYPICAL)
R ALL IMPACT e4ALL
NOTE FOR REIWORCIW-z
\-YT.O, SLAB
N& VOLLS (TYPICAL)
12"± FOUR 5TRJP AT THIS LOCATION REFER TO DETAIL ON 5-5
x —"X,
T.0- SLAB
#4 at t2" O.C. X &'-Om LONG. AT MID
21 FOP, JOIST TO CONC. BM AT
SEE FRAMIN& PLAN
112' EXP, MTL
DEPTH ADDITIONAL THRIJ- POUR STRIP
VERTICAL STEEL
V
/----
+ ll-2"± T.O. PARKING AREA (TYPICAL)
'0 SCHEDULE
EINFORZ IN&.
-2B-q BEYOND REFER TO SCHEDULE
RAMP SLAB LOPE JOIST
REFER TO FNV NOTE
FOR SIZEE REINFORCING
,kSEE
ARCH. VV46's
RETAINING WALL FILE CAP
-----------
LD T.O.
(RW PC) REFER TO F70aT�
\J/
�.O. RAMP SLAB
Rr=lw,oFpj--ING
DINT)
\"DROP PILE CAP OVER THE
EXTEN12 FILE REINFOR-CIN&
t
FILE FOR MIN. OF 4" TYPICAL
FOR MIN. OF IS" INTO CA0—
90
14'0 AUGER CAST FILE REFER TO
y
P LE NOTE FOR REIWORCIW,
L11-4"
54-ou
1'-4"
INDICATES BATTERED PILE
-T" CONC. SLAB
5M FRAMING
PLAN ON 5-2 F
R REINFORC
SEE FLOOR PL
A,
T.O. SLAB
VARIES
PLACE 12' CONIC, JOIST AT EACH
SLOPE CHANGES WITH 114'X V DEEP
--_25-10 RZFER TO SCHEDULE
TOOL JOINT AS SHOWN HERE
FOR SIZE 4 REINFORCING.
6 - -
IDE # 4 TIES 0 1.2' O.C. IN
JOISTS REFER TO
ADDITION TO SEAM SCHEDULE
PLAN FOR SPACIW-z
T5 REFER TO SCHEDULE
FOR SIZE 4 REINFORC
S' MASONRY WALL- REFER TO MASONRY
NOTE FOR REINFORCING (TYPICAL)
112' a V - 0'
112, n V - 0,
'T" LONG. SLAB SEE FRAMIN&
PLAN ON 5-2 FOR REINFORCING
6' CONIC. SLAB ON GRADE REFER TO
FOUNDATION PLAN FOR REINFCR--IWz
,-kSEE ARCH L VWG5,
law.mboamlig;-migo u4p 0���g
k2, g 4 z a
awomagUm
1/2' a It - 0,
SLAB �-�Tk4O SEND BARS X 50- LONG TOP AND BOTTOM WITH
FIVE TIES AT 4" O.C.EA4.1-1 DIRECTION REMAINING AS
PROVIDE 2# 5 T 4 5 OVER PER SCHEDULE (SAME SIZE AS BEAM REINFORCING)
THE RETAINING
SX12 MIN. TDE WITH 2 ®g CONT- !a7RUC7URAL. ar=Alt,-,l CORNER IMF.7AIL-
112 *0 X 36' LONG® G;ALV- SMOOTH BAR * 49'
4—"
T.O. GONG® UZE
O.C- G:REACE ONE SIDE FROM STRUCTURAL
SLAB INTO SLAB ON GRADE AS 594-OWN
OUT a C"oNr.,. YlALL W
WATER PROOFING
--ppyei-
qO* HOOK REFER TO IMPACTI
,--)62LTEX
(TYPICAL)
PLANTER KALL NOTE ON 5-2
FOR REINFORCING
4" CONC. SLAB
_J-RM�- To ARCHITECTURAL ONVe
PV # 4 a 15"
CONC. RETAINING WALL K/ # 5 at 8" O.C. VERTICAL 4
FOR WATER PROOFING DRAINAGE
. AT C.
E.W. L
# 5 a 14" O.C. HORIZONTAL. (PROVIDE BEND BARS AT
SYSTEM UNDER THE PLANTER
ALL CORNERS 4 INTERSECTIONS) TERMINATE VERTICAL
\/ARiE5
STEEL INTO STRUCTURAL SLAB K/ cTO* HOOK
ro' CONC- SLAB SEE FOUNDATION
NOTE FOR REIWORCIW-z
\-YT.O, SLAB
7
REFER TO FRAMING PLAN
x —"X,
T.0- SLAB
SEE FRAMIN& PLAN
112' EXP, MTL
IL
VERTICAL STEEL
V
ER OF JOIST/ SPADING
ER
E
SMALL BE VETERMINI=7 BY�qjr
REFER TO FNV NOTE
JOIST MFG.
RETAINING WALL FILE CAP
law.mboamlig;-migo u4p 0���g
k2, g 4 z a
awomagUm
1/2' a It - 0,
SLAB �-�Tk4O SEND BARS X 50- LONG TOP AND BOTTOM WITH
FIVE TIES AT 4" O.C.EA4.1-1 DIRECTION REMAINING AS
PROVIDE 2# 5 T 4 5 OVER PER SCHEDULE (SAME SIZE AS BEAM REINFORCING)
THE RETAINING
SX12 MIN. TDE WITH 2 ®g CONT- !a7RUC7URAL. ar=Alt,-,l CORNER IMF.7AIL-
112' m 1, -0'
1/21-14 - 08
1377,1214F
7113W.711,I3,2011--l- -,
112' m 1'- 0'
112 *0 X 36' LONG® G;ALV- SMOOTH BAR * 49'
4—"
O.C- G:REACE ONE SIDE FROM STRUCTURAL
SLAB INTO SLAB ON GRADE AS 594-OWN
WATER PROOFING
,--)62LTEX
(TYPICAL)
CONC. RETAINING WALL K/ # 5 at 8" O.C. VERTICAL 4
# 5 a 14" O.C. HORIZONTAL. (PROVIDE BEND BARS AT
ALL CORNERS 4 INTERSECTIONS) TERMINATE VERTICAL
STEEL INTO STRUCTURAL SLAB K/ cTO* HOOK
ro' CONC- SLAB SEE FOUNDATION
NOTE FOR REIWORCIW-z
7
REFER TO FRAMING PLAN
x —"X,
T.0- SLAB
56" LAP FOR # 5
112' EXP, MTL
VERTICAL STEEL
V
REFER TO FNV NOTE
T.O. PILE CAP
RETAINING WALL FILE CAP
(RW PC) REFER TO F70aT�
SCHEDULE FOR SIZE 4
Rr=lw,oFpj--ING
\"DROP PILE CAP OVER THE
EXTEN12 FILE REINFOR-CIN&
FILE FOR MIN. OF 4" TYPICAL
FOR MIN. OF IS" INTO CA0—
90
14'0 AUGER CAST FILE REFER TO
y
P LE NOTE FOR REIWORCIW,
L11-4"
54-ou
1'-4"
INDICATES BATTERED PILE
112' m 1, -0'
1/21-14 - 08
1377,1214F
7113W.711,I3,2011--l- -,
112' m 1'- 0'