HomeMy WebLinkAbout1148-10ral
49
rc
Moor—
lit 50 HOLES
�1 L L
T L rA
L 56 20.5
_ __ -___ r �rw.�a .mew •a�r�n ��� —���. � � ��—.., a��— w.r.rw�rr t�.��r �r ��. �s� ___—_-�.ra_. ....�� �.....+.�.i
%z�l HOME
ISI-r1oI�
SEE-: 5CHF-00�5 ON SM5�T �b-9 FOR AODIYIOf4AL Tor
R5INl=ORCIN6 IN ALL PRacA6T QHIT6 AT 130TH 5NOS
y �� \;� ,� ; _� a ';., ��,. � \p� � �►- � �, . ,
:,.1
� tet, �,�. �" •q� ..-`o _ �-`� •,,� � t9� ,
CONC, TOPPING 51 -AB
4 - 0�►
10 � 1 1- 2ii--- Vii_ 2 I O
PLAN
PRESTRESSED HOLLOW CORE
CONCRETE SLAB 4 FT. UNIT
SCALE; %z = I'-0
lolls
#3 @ CD 11
ERCT EN D E D INTO
SLAB AND BEAM
/c viH+- i
PRESTRESSING STRAND i I_ 4,11 � � ►� 4,,1 � � I �I�
SeE SC►�EOUG -5HEC-i 15-q CHAMFER TYP
3�I DOWEL HOL a F.A. ENO
TYKE A' c hrDE;/ UNITC
OTE: SEE6:��FOO c.-wALK OOwPLev
t7 t7 IN LINITb ,G',�, ,
\� t � (i1 \ D.♦ Q
♦ ♦ ,tel \ - t- 0--_
-
'7777-7, 7714-n
4 91-
5%2"
SECTION 'A
SCALE: V2" = I'-0° —
M®
.,
z— #5 ADDITIONAL 13ARs
r-1. WA'( -,s A, �AC6 OF PIA PHRA M
00,
s ECoNIii
c
N.T. S.
1NTERf0R ANIS END DIAhF-IUGM REINF FALL UNITS)
SEE LATERAL ilE DETA1L5 iMtS $WEFT.
\
4@12
DIA
PRES TRESSING S
5eE SCHEDULE -
TYPE _'BUN 1T-
#30 colt
EXTENDED INTO
SLA B AND BEAM
WeL Hd��co 5A, PMD
SII
0
_s.
31I MOLE
0
0
311 HOLE
PARTIAL PLAN
HOLLOW GORE, c3 FT, UNIT
scaLE : 1'2"= 1� o
1
k5/8 x 3V2x0'-3�2.
W/ 1 %S" � HOLE ----
HEAVY HEX NUT—
HOLE-
(9,/
ATO 5UIT SKSW
P'ROVIOE RECESS I;Ok
LATERAL TE N5
RAL I Nto
1(E.CQU 1 PM ENi IN EXTE-
RIOPZ FACE OF EXT
GIRIDER ONLY. MORTAR
FL U 5� H A LL P, EC ESS, ES
UPON COMPLETION Or= LA-
TEI\AL TEN510N I NG
OPEtRATION.
\ , 1"
l
SIS @ � ROIL
I R0,h A3E SEE PLAN
4 TH D. EA. EN 0 (OPP HAND)
TWD,-2A(CQAtR6F- )
NOTE: THE III$ ROO
SHALL 13E SHOP
FAINTr=0 W/2-COAT5
OF RED LEAD IKON
OXIIOrz FAINT.
NOTE:
LATERAL TIE SHALL BE PkOVIOEO TNIROUGH THe CENT'Ek
DIAPHRAGM IN THE POSITION INDICATED, TIE SHALL
13E EQU I VA LENT TO A I S A 3 6 57"E E L 15A R TE N!5 I
ONED TO A MAXIMUM 4F 11,00 L_56.
LATERAL TIE. OE7AIL-.