00-0497-045 _ - r,EVIS7D S:
00 UJ FOOTING SCHEDULE DaDE C41ANT'r 10-01-i
a BOTTOM
z REINFORCEMENT
N Q S GAUGE DUR-O-WALL HORIZONTAL Y -
}- REINFORCEMENT EVERY OTHER COURSE AC a-
Z
O (LADDER TYPE) < p w w Q REMARK5
x- lU- -1 Q B G
IF36 A 36' 36' 12' (4)5 (4)5 ISOLATED FOOTING
to
IF42 A 42' 42' 12' (5)5 (5)05 ISOLATED FOOTING
A 3'-4" 1 ro ro J ro 3' 5'-2" 01 3'-3" 3'-10, 3'-8" '-(o" 4'-5" I IF48 A 48' 48' 12' (6)5 (6)05 ISOLATED FOOTING
ADD 2 01 REINF. 5A � 105 x 1'-0' LONG. MONOLITHIC FOOTING � W
� EA NIN _ -
MF24 B 24' CONT. 12' (3)5 5 a 48' or_ s 12' o C. w/TRANSFER BARS QO
Y
8 - `D I TEB G 8' ,ONT. 8' (U 5 THICKENED EDGE
_ I- - O I MASONRY UNITS UF24 p 24' CONT. 20' l3)5 5 s 48'o c. cn
- _ - _ - - _ - - - _ - - _ UF24A D 24' CONT. 12' (3)5 5 s 481or-
- - - - - a
- - - - 24 0 I B C B B
Ak - `-)
I + 5 x 7'-0' LONG. (TOP) 1 • 5 x 8'-0' L"L.12 o.c. (tYI ��ICAL DUR-O -WALL DETAIL 0 12' oc. (tYP.) � PERIMETER � _ A 0 SCALE: N.T.S. A A A 12'-�0" 3'-8" 15'-6" 3'-3 �o - I TYPI=-A TYPE-5 TYPE-G TYPE-2
01 FOOTING TYFE6 C/D a_
I f —1 s-, 2 000, I - � rj ►�
® I I ® _ _ J r S GAUGE OUR-O-WALL HORIZONTAL COLUMN J C H E D U L E
SCI I I SCI - REINFORCEMENT EVERY OTHER COURSE �I -� ,- -
I -L (LADDER TYPE) _ REINFORCEMENT
C2
N I WF24 136 J - - - - -
r
4' thk CONCRETE SLAB w/ 1 LAYER OF 6'x6' I I - " WF24 I g VERTICAL HORIZONTAL N
c� W1.4xW1.4 WELDED WIRE MESH, OVER VAPOR
N BARRIER ON CLEAN, WELL COMPACTED FILL. I SCI A 4'x 4'x 14' - - STEEL COLUMN - CONCRETE FILLED -
m I pOUBLE MESH 60' PERIMETER OF FTG. -
CI B 8' x I6' 4-% 03 s 8'or- C�
' _
m
1 I I I C2 B 8' x 12' 4-5 •3 9 &'or- � �� Q
it
FIN. SLAB I O
1 �r - ;I EV.= f0 -0' «� I I I O
I B ON x 24' 6-% 03 9 8'or- 0 ��
I I ELEVLA
IF36 ( IF42 IF36 I 3
SCI TYPE-
- �--� SCI I I I
L —11 ,_ Y LO 3J S� I I I A TYPE-5`� C2 12 4 MR 24 I I i 8' x 8' x 16' coNGRETE GOLD IN TYPES
NOTE:
MF24 F ( I MASONRY UNITS ARCHITECT t0 REVIEW AND APPROVE ALL COLUMN DIMENSIONS.
IF481 CO CO
L _ _ MF24 _ - ,J a IF36 I
TE8 I- FOUNDATION NOTES LO CO
0 N - TE8 - -+ -+- - TE8 _ TYPICAL DU -O-W J-.J-. CORNER TA I l.. ►�
J O CI C3 L _ SCALE= N.T.S I. GROUND FLOOR SHALL CONSIST OF 4'Wc CONCRETE SLAB WITH 6'x6' - 1.4x1.4 WELDED WIRE MESH OVER VAPOR
�- —I IF36 BARRIER ON CLEAN,WELL COMPACTED FILL.FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN 12' ,.,, cxw LO
SCI I I SCI BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER SLAB SHALL BE Fe = 3,000 PSI. W W
IF36 IF36 2 2.PROVIDE (2)5 x 4-0 Ig CORNER CRACK BARS s ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ g). w Z
4 ro" 2'-11" NOTE: Z I Cd
S-� CONTRACTOR SHALL COORDINATE AND VERIFY 3.REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE.
4'-10 3'-I" 4'-6" 4'-9" 3'-1' 4'-Im' '-I" 3'-3" -1" 3'-�" 8'-m" '-4" 8'-m" 2 - " ALL DIMENSIONS WITH ARCHITECTURAL DWGS. 4.FILL CELLS INDICATED ON THIS SHEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. o
5. � Z cat
52'-ro" = CONCRETE MASONRY WALL (DUR-O-WALL) U
SO I ST,4T�M NT 1-"5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT' TO ALL � � I
OPENINGS,AND 48'o -OR UNLESS NOTED OTHERWISE. 0 � 0O
FOUNDATION PLAN - CYPRESS MODEL AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING � P4 x ^
6.VERIFY SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWGS. d�
SCALE: 1/4' I'-0' SrE4'4'x//4'COLUMN FOOTING OUTLINE CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER
6' SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH tHE WORK THE ARCHITECT OR ENGINEER SHALL 1. • INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. y '
Y SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS O REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
CONCRETE FILLED 3 1/4' ARE SIMILAR TO THOSE UPON WHICH THE DESING IS BASED ON. SEE SP.B.C.SECT.2403. O i INDICATES COLUMN 'TYPE AND END OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHDUN.
4'x4'xV4'
STEEL COLUhW FOOTING OUTLINE REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
0" �" a O = INDICATES COLUMN TYPE AND J� 4 START OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM
ELEVATION.REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS 4 FOR TOP OF TIE BEAM ELEVATION. _
m 8.COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS SHALL BE 3A00 PSI. `e
CONCRETE COLUMN
ALL SPLICES SHALL BE A MIN. ° FOUR SIZE AND COLUMN REDUCE
REINF) �-
48" BAR DIAMETERS
E 3/4' BASE PLATE
w/4-3/4' DIAM.
E 3/4'EASE PLATE ANCHOR BOLTS P�.•,on( I BUILD NG 3
w/4-3/4'DIAM 4" thk. CONCRETE SLAB
ANCHOR BOLTS PLAN Y� � ❑ SEAL:L;
° S-7
TYP. III SECOND POUR // �� �// —.- X° "° X
TYP. V41 4NELEv - 40'-0' — M v \ \ \ \
GRW I I V4' GROUT / ;: . .^s;.,.;:;1' ;;� :; i TYP. �� \\ \\ \\ �\ �\ \ DATE:
V1'EXPANSION JOINT I -' +' "^ "� <; :;;:. / 1/41 ° / J
7/28/2000
I m
\ m DRAWN BY: A. D.
°
-0' . -I-4 ELEV. 0' n ° \ CHECKED BY: C. D.
HY--k'--IHt—"--lt-•
•. 1 d
/ , , • _ 4. . . . / ° a ° ° / SCALE: 1/4 - 1 -0
�+ / ,i •: . a •: '• ',. \ ..• • . � • i
°
4 r
wo
•' A •• L L . J SHEET
- U SEE FOUNDATION PLAN � fir\ /\ /\ �\/ /�/� \/� / ISOLATED t=00TIN6
ml FOR SIZE 4 REW-ORC�ITS. SEE FOUNDATION PLAN POR SIZE AND REN6 SCHEDULE
FOR SIZE 4 REINFORCEMENTS. S - 7
BASE PLATE DETAIL 1 ASE PLATE EXTERIOR DETAIL ISOLATED FOOTING - CONCRETE COLUMN DETAIL Miller Drive (SW 56th St)
SCALE: N.T.S. SCALE: 3/4'=1'-0' OF SHEETS
SCALE: N.T.S. I �
KE� -FL A `� PROJECT No.:
CADD FILE: