13-748-035INDICATES MASONRY CONTROL JOINT FROM
TOP • FT& TO BOTTOM OF-2NP FLOOR 5m.
C••RDNATE K/ ARCHITECTURAL VIA&. AND
REFER TO DETAIL ON 5-5 (SIMILAR) REFER TO IMPACT YIIALL NO-1--
Q
mm ai-
l - �,
J K
FOUNDATION NOTES: MASONRY RElNf=0RClNr-,-- =
� FAL:
I. SLAB TO BE 4" 4 6" THICK YV 6X6-AI.4>W.4 Y**CF. W.ON) SUPPORTED ALL GONG. BLOCK TO BE 5X5XI( ?I 12X5X* At MIN. COMPRESSIVE
DOPIIEL Otrr IMPACT KAILL REINFORZINS AS PER SECTION 4/s--T (SIMILAR)1-15�11
ON SLAB BOOSTER a 3'-0* O.C. ON & MIL. VAPOR BARJ;?JEFZ ON
5 T OF r-*=1500 PSI. PROVIDE I-NOS IN 1:1L. OF
AIRCH DvisIs
95% OF MODIFIED PROCTOR. IN ACCORDANCE WITH ASTM V 155-t
2. TOP OF SLAB - 0'-O",U.O.K AT MAX. SPAjeIN& OF 52" O.C. (U.ONJ FILL CELLS ViITH
2
TOP OF HALL 4 COL. FOOTINGS c -(1'-4') -U.ON BELOW PROPOSED 6RADE - YeT CELLS BEFORE PLACING ISROUT, RE- CONSOLIDATE
TOP OF ALL &RADE BEAMS 4 PILE CAP ARE a 42'-0") U.O.N. EACH LIFT AT MAX, OF 5--0', WITH LOA VELOCITY 5/40 MECHANICAL
VIBRATOR. REFER TO TYPICAL FILL CELL DkTAI�--
5. CENTER LINE OF FOOTING AND KALLS,COLUMNS MUST LINE UP U.O.N.
in in Iift 01-0 T.O. F!
PLACE ONE BAR AT EACH SIDE OF ALL NR-r o-eNiNc-s,
4. OVER LAP ALL FOOTING/ GRADE BM5 STEEL AT ALL CORNER5 #
X X 5LA5
\9 \5
INTER-SECTIONS FOR 50" MIN. (BEND BARS) PLACE ADDITIONAL BAR FOR EVERT' INCREtv�
14
0
5. DISCONTINUOUS EDGES OF ALL SLAB SHALL HAVE 5X12 TPE WITH SPACING. REFER TO TYPICAL CORNER DETAIL FOR ADDITIONAL
C)
-2 * 5 CONT. (U.O.N) REINF. PROVIDE HORIZONTAL REINFORCINS-S., # ct &ACE LADDER
6. PROVIDE * 4 X 4'-0" LON6 AT MID DEPTH OF CONC. SLAB AT ALL TYPE EVERY 07HER COURSE THR.U-OUT ALL MA50NR"r AALL5.
REENTRANT CORNERS, 2" FROM CORNER 4 W APART (TYPICAL) (00 NOT USE PEAROCK FUME MIX COhreB= FOR h16.cQNRY WALL S)
7. ALL HORIZONTAL, VERTICAL PIPES WITHIN THE MASONRY KALI-5 ALL MASONRY PiALLS MIST BE SR0VTW PRIOR TO FORMING ANY
C)
MIr;,T BE FORt-W SOLID WITH CONCRETE WITH * 5 a 120 O.C. BEAMS (FIRST, SECOND, AND ROOF BEAMS)
�11 i Eno, om 12 W3 0
VERTICAL 4 HORIZONTAL. (MIN. 2 # 5 4 * 5 HAIR PINS a 12" 0.0)
Pf LE M NRY NOTE FOR REINFOf;tCIN& MICATES PROPERTY LIN
5. SLAB ON GRADE, MONOLITHIC, AND SPREAD FOOTING MUST BE
CONCRETE IMPACT WALL REINFOROINC7.
P4
ISOLATED BY 142" EXPANSION MATERIAL FROM ALL STRUCT
LIRES
z
SUPPORTED ON DEEP FOUNDATION (PILES), TH15 OFFICE MUST BE
A) DOYEL OUT # 5 a* O.G. VERTICAL 4 # 5 14" O.C. HORIZONTAL
INFORMED IF CONDITION 15 DIFFERENT a a
FOR a" CONCRETE WALL BY 5'-0" HIGH FROM MONOLITHIC FOOTIN65
Q. EXTEM RETAINING KALL TO ACZOMODATE FOR OPENING WIDTH (TYPICAL) REFER TO SECTION 2/5-4 51MILAR,
4 A012 2 # 5 VERTICAL PV # 5 HAIRPINS a WO.C.
REFER TO IMPACT KALL NOTE "A" B) DOWEL. OUT # & a 60 O.C. VERTICAL 4 * 5 a 14" O.C. HORJZONTAL
R T FOR 6" 4 12" CONCRETE WALL. BY 5'-0" HIGH A50VE SLAB FROM
/-r-OR REINFORCING 4 DETAIL ON 9-4
STEM HALL FOOTINGS AND CRAVE BEAMS (TYPICAL)
III-q V2" 23-1 V2"
Fri
12'-4 IZ2"
-5pa 01
MAF-L
15
-------------------
----------
INDICATES IN FILL MASONRY WALL PV TB ABOVE 0 15 PC 12" MASONRY WALL REFER TO
WY NOTE FOR REINFORCING
REFER TO MASONRY NOTE FOR REINFORCINC, 4 5-5 i'-
�CAP
FOR IN FILL WALL TO 50f"FIT BEAM CONNECTIONS REFER TO PILE v IL ON
X 5-4 FOR 51ZE k REIN IN6 PROVIDE BEND BARS AS PM FNP. NOTE # 4
(YPICAL ALL CORNERS 4 INTER--eCTIONW
0
I
SAW CUT SLAB ON 6RADE AS I IN m
PER STRUCTURAL NOTE q m d3
TO FCUNVATION MOM
&AV E E5vFu-
PRONAVE IZ2" EXPAN51ON MATEWAL
WN mAsoNR-r KALL (TYPICAL riw-ovv,
ry
r —nn�� -i
Flo
SEE IMPACT limALL Narr;: -A* FOR
REINFORCIN& �, DETAIL ON 9-4
- -
a- cow, KALL BELoyi SLAB
DOPIIEL Otrr IMPACT KAILL REINFORZINS AS PER SECTION 4/s--T (SIMILAR)1-15�11
AIRCH DvisIs
*>K I
PER NOTE "Am ON THIS SHEET PV 1(0* HOL
2
5-4
in in Iift 01-0 T.O. F!
6" RAKED IMPACT ViALL SEE
15"
X X 5LA5
\9 \5
NOTE FOR REIN�FORCI
Pcl 5 PCI-1 Pc- I PcI 5 Pc�l
5* MASONRY YiALL REFER TO
�11 i Eno, om 12 W3 0
Pf LE M NRY NOTE FOR REINFOf;tCIN& MICATES PROPERTY LIN
I J~ III-a- Z-s--nu
L 5-4" L
UR
GmiaE
0
m
I
14�1
0