HomeMy WebLinkAboutB06-0280 Structural Sections Submittal #1 2/12/07[ NTAIN VIEW
I
ubmittal #l.
, ruary 12, 2007
MRAL SECTIONS
CIA
pev.
q
REVIEWED BY
APR g ",
COLORADO INSPECTION
AGENCY
Z
0
MOUNTAIN VIEW
RESIDEN
C arm"Mm M ;4 ORE C /
!J FURNISH AS C0
a nva VAL, COLOR ,E CTED ��
mum
❑ REVISE AND RESUBMIT
IS ONLY FOR GENERAL CONFOWANCE M1TH ❑ SUBMIT SPECIFIED ITEM
�p UPT OF THE PROJECT AND GENERAL NTIAL and PARKING C 4 .L, FOR GENERAL CONPORMA14"VV RTHEDLt1
OFO� 104 GIVEN IN THE CONTRACT DOCIIWNTS. ANY AM CONCEPT O THE PROJECT AND CENERALCOMFIIANCRMIiNTII�
1�yw,,,vya�u,�'� INFOR +1471(" f;14'EN 1 THE CONTRACT DOCUMENTS. ANY ACTION
Dlw�rn SIJRJECT TO T} I Ol111RF RiJrNIS OF THE PIANS A* SHO%%N 1`. SI R.IFtT TO THE REQVIREMENTS OF THE FLANS AN&
WJy SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DM
�GwRCATION& CONTRACTOR IS PESP0149R E. FOR DII�I6NS O WHICH SHALL BE CONFIRMED AND CORRELATSD ATTXZj" M
#p pI1�F�TltS WW t� i 1 BE CC' *MD � � /I FABRICATION PROCESSES AND TECHNIQUES OF C0MMVCTWX4
iB 4RRV�1111G �iPINf� w�. �ueu��[ COORDINATION OF HIS WORK WITH THAT OF ALL OUM 'fu�
? IM 40 SITE, FAMCAT*N PROCESSES AND TEDWIIES OF AND THE SATISFACTORY PERFORMANCE OF HDI WORIL
ONTRUCTION, CNATION OF HIS WOTJ( "TH TMT OF ALL
OtTfZU1 Monroe & Newell
i QK RTRADES A, 1 0 THE SATtS ACTi�RY Pi3iF{?RN►ANCE OF FIIS H>Oti ERtim"m u1e.
RESORT DESIGN ASSOCIATES DATE � - �'0 7 BY
I>NAT
aff"t ........ 0. � SY- 91R U CTU RAL
S E C T I v and /or installat ion may be
tald9rMdken, Re .1' ; cr cc.�.�ar�t does
FumishAB 1lptauthorize c` ::. I; u contract
Comm >f= or contract t: .,
ATTACHED IN THE
1 THRU 131 I O Rejected
FOrIcation and,'or mst- 0ation MAY
NOT be undertaken. i,i res;lrmitting,
ft corrections to itsms marked.
Review/ approval neither exteindo nc• = ?ters
any contractual obligation c i; teat,
General Contractor, er
Nelson & Asscu�- l,�r
SUBMITTEIT"
Uata
FORAPPRN
FEBRUARY 12, 2007
r — I — f -- i — 4 mr 'T �
M
no
.w
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
Colorado Springs Office: Denve. Line: Denver Sales Office:
Ph 719 - 390 -5041 303 - 623 -1323 Ph 303 - 777 -0977
Fax 719 - 390 -5564 Fax 303 - 777 -1270
E
v
0
laJ
n
O
O
N
C
O
a
0
o+
3
vi
I
0
0
/
0
d
U
W
N
N
3
N
�O
O
N
0
/
J
u-
e
c
x 0' -4
" NOM
' 1 / 4 4
a
PROJECT: MOUNTAIN VIEW mm. or. DATE CWb BY' DATE
FDG JTP 2 12 DRP
C7'OCCC�"'�7N JW ND.
- - - - --
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 S . ,/
3 /16 V 2
C.I.P. TOPPING 503
(NOT BY STRESSCON) � 3 E 1 /4 " x 4"
1s x p' -8"
T.O. SLAB
_00 SEE PLAN
4 ° < m
a 0
2 En
a a
T. 70
PROJECT:
MOUNTAIN VIEW DRWO. �: DATE C,K'o Ert DATE
FDG JTP _ 2 /12 DRP
CTOCGCrr7A/ JOB No- 2 •
..
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.1 S
E
0
O
4i
0
O
N
00
O
d
d
A
o�
3
vi
I
0
N
I
O
O
y=.
C
.
d
Q '
/
N
H
U
W
N
m
O�
3
d
N
co
O
0
i
C.I.P. T
(NOT BY STRE
, TEE = M
SEE PLAN N
4
V
O
C
D
E
0
0
r
w
1=
t`
O
O
N
OD
O
li
D
Q
3
N
1
0
N
1
O
/
O
C
d
.
N
H
U
W
N
m
3
O
_N
co
O
q
0
i
IORDIL
PROJECT: MOUNTAIN VIEW mm' BY` WE C"` *°
FDG JTP 2 12 DRP
cro�c�� -n�v im No.
REVISIONS DATEI ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-410 1
DATE
Ell, �
E
a
0
w
0
O
N
07
O
d
L�
Lu
a
0
v
3
v
vi
I
0
v
0
c
v
m
m
or
U
W
N
O+
3
O
N
c0
O
0
/
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. TEE xM
SEE PLAN �N
L4x4x%
x 0' -4"
IN T.O. SLAB
SEE PLAN
m
to
PROJECT: MOUNTAIN VIEW DRMC. BY. DATE CMK'D
FDG JTP 2 12 DRP
CTOCGCr�'fN im ND.
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
DATE
E S4 �
C.I.P. TOPPING
(NOT BY STRESSCON)
E
0
O
Ln
4i
F
CD
O
O
N
0
!
cp
W
a
0
i
0
N
O
O
C
d
.
/
U
W
N
N
3
/
N_
0
O
0
E!
W10 x 112
x 33' -5"
TOPPING REINFORCEMENT
NOT BY STRESSCON
Re: STRUCT. DWG's
19' -0 " 24' —g�
N.T.S.
N.T.S.
PROJECT: MOUNTAIN VIEW DRM. W. are CHWD Or
FDG JTP 2/12 DRP
DATE I
5
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
E
0
0
Le
m
P
t-
CD
O
N
O
0
c"
ui
3
0
N
O
.
N
W
N
ai
rn
3
D
N
to
O
0
i
J
u-
507
/4 x 0' -3" X4 2Ti�
D.T.'s s NOT SHOWN SHIM C
CLARITY UNDER
FOR C CAZALY
ERECTION CONNECTION
C.I.P. TOPPING
(NOT BY STRESSCON)
\\ — � 11
T.O. TEE ® �
SEE PLAN =
= N
O �
�
mil=
GRID
f
PA EL
4" 14"
WELD ONLY (I) - --
LEG O EA. END
ALTERNATING LEGS ( *)
102
IE1
x
d
a
a
II
ll
a
I ` V F506
FINISH FLOOR
B.O. PANEL
SEE ELEV..
IE % x 8 3 /8 " x 3" x 0' -5"
x 1' -0" MASTICORD PAD
RECESS 2 TYP.
4 8"
PANEL
IE 1FO RECESS 2
CTR'D ON TEE LEG
SEE ELEV's. FOR
(L OF PLATE
to
z�
102
4"
ROJ. PLAN VIEW
TYP.
PROJECT MOUNTAIN VIEW ptWG. Bri DATE CHK'D BY: DATE
FDG JTP 2 /12 DRP
CTOCCC/�MAE ND. s
_ - - - - --
Noi REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
S1.1
-- -- -- = = 7))
SCON)
E
AN
E
0
O
4i
r
0
O
N
CD
O
li
3:
3
v
I
0
N
_I
O
0
c
v
/
N
V
W
N
41
O
3
N
io
O
0
J
l�
DM, 11Y. DAN "'D 9Y: DAM PROJECT: MOUNTAIN VIEW
FDG JTP 2 /12 DRP _
CTOCGC/"/7N NO.
_ - - -� --
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-41 01 S 1.1 ✓
ti
11 5 - 0
#4 x 0' -3' 1 /4 2 1 /t
E
0
w
0
N
0
cm
cr
0
3
N
I
0
0
c
v
.
d
/
to
1—
U
W
N
N
3
N
l0
O
/
0
3
J
Li
C
102
11
x 1' -4"
—
a a.
5 m
l u ll
u
118
I E 1 /2 x 4 12 R B 12
x 1' -0"
RECESS 3 /4"
IP Fl RECESS 3
CTR'D ON TEE LE
SEE ELEV's. FC
Z OF PLAT
R -BEAM
- -- NOTE: - --
WELD ONLY (1)
LEG 0 EA. END
ALTERNATING LEGS (s)
PROJECT: MOUNTAIN VIEW DRM. ft. DAM CKWO IN. DAM
FDG JTP 2 /12 DRP _
JOB NO. 8
_ - - -_ --
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
S 1
L
D.T.'s NOT SHOWN
FOR CLARITY CAZALY
ERECTION CONNECTION
- C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. TEE
SEE PLAN
2 N
O Q
%" x 3" x 0'-5"
MASTICORD PAD
1 LPV9 YILTy
E
o
N
lal
O
O
N
06
O
li
LaJ
4
3
ui
i�
I
0
/
0
W
/
0,
3
N
t0
O
i
ti
a
a
a I
FINISH FLOOR a
B.O. PANEL
SEE ELEV.
5
WELD ONLY (1) 1 1 ALTERNATING LEGS
LEG O EA. END PANEL 4" 14" ERECTION CONNECTION UNDER ' D
LOCATION —�
LL, s s0
T Q
J
1 117
III %x4
x 1 -0"
Ie Fl 17
CTR'D ON TEE LEG
SEE ELEV's. FOR
(I OF PLATE
102
R1
x 1' -4"
Al /
ffj
-
a
ila J) <<� - - - --
a
CAZALY
ERECTION CONNECTION
r C.I.P. TOPPING
(NOT BY STRESSCON)
" ® T.O. TEE
SEE PLAN
s N
OI �
:— O
x 3" x 0' -5"
MASTICORD PAD
8" 4"
PANEL EDG
vig
PROJECT:
MOUNTAIN VIEW DRM. BY: DATE CHKo Or DATE
FDG JTP 2 12 DRP
croccc� -nti As "o. 9 -
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.1
2
3
PANEL 508
I Ill % x 4
/1a 31/2 x 0' -4"
a TYP.
101
TYP.
� 31 x 8 I 8 2
x 0' —A
T.O. FIN FLOOR C.I.P. TOPPING (NOT BY STRESSCON)
B.O. PANEL a
47 MAX
3" MIN. T. SLAB
a m SEE PLAN
I I %0
E
0
�rT
t�
4i
F
n
0
O
N
0
.0
0
1
0
N
O
/
0
a
U)
0
/
N
F
U
W
N
N
Im
3
N
tG
O
0
i
1
#4 HAIRPIN u =� 506
AROUND STUDS - x 3" x 0' -5"
ON PLATE a MASTICORD PAD
510
31- $ L6x6x
1 x 0' -8"
R x 10 P L �_= T.O. BRG. 4- 6
x 1' -0" SEE ELEV.
TYP.
DR". 9Y: DATE "'D w DATE
PROJECT. MOUNTAIN VIEW
FDG JTP 2 12 DRP
XM NM 1 p
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.1
l7
E
0
ri
W
0 0
N
0
vu
W
0
v
ui
N
O
• C
N
/
U
W
N
m
O+
3
D
N
co
O
0
i
508
IE%x4 PA14EL
x 0' -4" 3/ 6 3'/2 47 4
TYP.
a
d
TYP.
3/16 2 a
a ,
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. SLAB =M
SEE PLAN
to g <'°°
V) Q a
T
114
IE'4x10
x 1' -0"
TYP.
#4 HAIRPIN -
AROUND STUDS
ON PLATE
1 —C n
6"
1 _
a. 101
Ill %x8
x 0' -8"
TYP.
� a
k — —
4 MAX
II II SMIN T.I
m SE
II II 70 < =0
cn
506
3 /6" x 3" x 0' -5"
MASTICO D PAD
a I TYP.
3 /6 t
�-[ 8 �,I,
PANEL
T.O. FIN FLOOR
B.O. PANEL A
LAN, I
I
510
L6x6x
1 x 0' -8"
T.O. BRG. 4.
SEE ELEV.
3 /6
!U®
PROJECT:
MOUNTAIN VIEW WK. fff: DATE CHWD
FDG JTP 2 12 DRP
criv��c� --nti � "
_
_.. E
REVISIONS IDATE1 ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
DATE
e
E s i l l
J
E
v
tw
O
0
N
0
a
i
0
N
O
O
C
N
'O
U,
N
Q '
H
V
W
N
h
T
3
N
t0
O
/
N
0
i
■
508
II 3 /6 x4
x 0' -4" 316
3 /16
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. SLAB 3 "MIN. _
SEE PLAN
m
0 g
cn
Ui
= Z 0 `in
m o°
3'/2
2
a
4
70
1 /8" x 2" x CONT.
KOROLATH STRIP
1" 8"
PANEL
4
a
4
a -
a I
4
I I
a IIa
4
a
4
4" 8"
ONT. PANEL
LEDGE
PANEL JOINT
® SIM. SECTION
N
J �
W
101
J �
W
w O
cn
101
e % X 8
x 0' -8"
#4 HAIRPIN
AROUND STUDS
ON PLATE
® SIM. SECTION
6"
PROJECT: MOUNTAIN VIEW OWN. Eft WE CW'D er. DATE
FDG JTP
2/12 DRP
im NO.
REVISIONS DATEj ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
n
W
0
N
W
0
0
3
lf)
O
N
O
�F
O
i+
C
'O
.
o:
to
f-
U
W
N
N
O�
3
O
N
AO
O
a
8"
PANEL
PANEL JOINT
® SIM. SECTION
N tii
U
W
I o
q- 101 N ``'
�
0
a
a
502
W/4 3 W/(2) #4 x 2' - 4"
1 /4 V 2
a
- -.
TI v
C.I.P. TPG.
(NOT BY STRESSCON)
T.O. TEE
SEE PLAN
w o II 16
"'
a
j a
�i
#4 HAIRPIN I I 101
AROUND STUDS U P- -3 /8 x 8 x 0' -8"
ON PLATE a
® SIM. SECTION
1' -6"
6"
1' -6"
PROJECT, MOUNTAIN VIEW DRWD. BY: DATE CHWD 9Y: DATE
FDG JTP 2/12 DRP _
CTOGCCrf'fN im ND. 3
No. REVISIONS I DATE I ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.1
E
0
W
0
O
N
CD
O
0
3
0
0
U
W
N
N
O�
3
O
N
tD
O
/
0
i
R'
n
507
WELD ONLY (1) 14 x 0' -3" ��+ 2'�
LEG 0 EA END
ALTERNATING LEGS
PANEL
ERECTION CONNECTION '
14CAILQN 1 0 2 FOR CLARITY
S HOWN UNDER
CTR D
UNDER
ID 1 /y x 2 CAZALY
T.O. FIN FLOOR R
B.O. PANEL
It%x4
x 1' -0"
Fl RECESS 2
CTR'D ON TEE LEG
SEE ELEV's. FOR
(L OF PLATE
d x 1' -4" ERECTION CONNECTION
C.I.P. TOPPING
(NOT BY STRESSCON)
►� ®� T.O. TEE
' � 4 " I II -4
a 1l
d �
d a
SEE PLAN
e N
o
x 3" x 0' -5"
MASTICORD PAD
8"
PANEL
�a.
a
�No
�/I
44" 102 � PLAN VIEW
DM. Irv DAm CW'D @Y: DATE
PROJECT: MOUNTAIN VIEW
FDG JTP 2/12 DRP
GTOCCC'r�'IfN ND. 4
AN - - -_ —I.
ARCHITECTURAL AND
No. REVISIONS DATE STRUCTURAL PRECAST CONCRETE 06 -4101 S 1.1
- --
WELD ONLY (1)
LEG O EA. END
ALTERNATING LEGS (•)
FINISH FLOOR
B.O. PANEL '7 ,
SEE ELEV.
N
o
o
W
J
E
0
n
CD
0
N
CD
O
m
G
3
I
0
/
0
d
d
o_
/
W
/
3
a
/
N
t0
O
0
i
Ill '/8 x 4
x 1' -0"
a
of r 55 - 7 1
#4 x 0 -3" T/4 21/i
8 "
P
ANEL n
D s NOT SHOWN SHIM CTR'I
FOR CLARITY UNDER
CAZALY
02x2
x 1' -6" ERECTION CONNECTION
a C.I.P. TOPPING
°
41
(NOT BY STRESSCON)
° M ® w T.O. TEE
E ;�- C)
= SEE PLAN
II I l � b
° �-- - ---
d
x 3" x 0' -5"
MASTICORD PAD
8" 4" L4
PANEL LEDG
IE 117
CTR'D ON TEE LEG
SEE ELEV's. FOR
� OF PLATE
a
PLAN VIEW
DRWD, BY. DATE CMK'D Br DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2/12 DRP
CT OCCC� — 7m im "O 15 —
No REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101 51.1 J
I♦
E
0
w
0
O
N
06
O
LT l�
D
3:
3
0
M
I
N
O
N
1
0
r :
0 in-
c
ar
v
m
or
N
f-
U
W
N
/
h
3
N
t�
O
0
i
J
cD
2
507
#4 x 0' -3" 1 /4 2
WELD ONLY (1)
LEG 0 EA. END
ALTERNATING LEGS ( *)
t SHIM ERECTION CONNECTION of
D .T .'s NOT SHOWN UNDER TR'�
��O FOR CLARITY CAZALY
SEE ELEV. =
r x 2
6"
ERECTION CONNI
�— C.I.P. TOPPING
(NOT BY STRESSCON)
� T.O. TEE
a
N
b
SEE PLAN'
2 N
O
I o
C)
I
506
118 1' -0" 4 �/�" x 3" x 0' -5"
1 /2 x 4 12RB12 MASTICORD PAD
x 1' -0"
RECESS 3 /4"
nn ��1`L
V
Fl RECESS 3 /4"
CTR'D ON TEE LEG
SEE ELEV's. FOR
Q OF PLATE
PROJECT MOUNTAIN VIEW
mm. erc: ate crac•o er: oAte
FDG JTP 2/12 DRP _
CTOCGGr'�'fA1 '°B N 16
_ - - - - --
REVISIONS DATE I ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S .2
A
B
1' -0" 1 -0"
IE
3/6 3 x 0' -8"
TYP.
TYP.
'/16 >
C.I.P. TOPPING
(NOT BY STRESSCON)
E
0
W
O
O
N
00
O
0
3
0
M
I
N
O
N
I
0
0
c
d
v
.
N
IJ
W
N
/
t"
Ol
3
O
N
t0
O
0
i
0
70
TYP.
T.O. SLAB °M
EL.= 205' -3" m
CL
N
'/8 x 2" x CONT.
KOROLATH STRIP
TYP.
It%x8
x 0' -8"
TYP.
I
C
d IQ G
v
4 a 1' 4" 4" a 4
1j
d
11" a 2 6 a ll"
BRG. a BRG. °.
i.
4' -0"
481T26
PROJECT:
MOUNTAIN VIEW om. W. DAN CW'D en DAX
FDG JTP 2/12 DRP _
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101 S .2
1' -0" C 1' -0" 1"
E
0
Ln
w
O
Cl
N
aD
O
0
a
M
I
N
O
N
I
0
0
c
v
0!
V
W
N
tT
N
to
O
0
/
J
r
It %x8
70 x 0' -8"
TYP. TYP.
I
T.O. SLAB n o::— =M
EL.= 205' -3
20 0� . g
cn
a
FBR 1 /g" x 2" x CONT. a � —0" KOROLATH STRIP ° BRA.
TYP. I °
481T26
E A x 4
3/ s 3 x 0 -8
TYP.
N P.
3 /1s V 2
C.I.P. TOPPING
(NOT BY STRESSCON)
Om. or DATE CW'D &P DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2 12 DRP _
� I I w
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.2
F5 \
L7x4x
% x 0' -5 ",
RE /4x4
x 0' -8"
%s V 2
�-- C.I.P. TOPPING
(NOT BY STRESSCON)
E
0
1�
t.i
F
O
O
N
0
t vu
;
v�
3
'o
0
M
I
N
O
N
_ I
o
v
0
c
v
d
U
W
N
m
3
N
i0
O
07
i
■
'h01 I L't
1 /a" x 2" x CONT.
KOROLATH STRIP
TYP.
ORN+D. BY: DATE c-
FDG JTP 9Y: DATE
PROJECT: MOUNTAIN VIEW -
2 12 DRP
, 9
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
3 / s V 3
C.I.P. TPG.
(NOT BY STRESSCON)
T.O. SLAB
EL.= 205' -9"
m
00
� o
T 0 WAL :7
EL.= 205' -8"
E
0
to
ri
i.i
i=
0
0
N
O
On
O
a
0
3
Cl
M
N
O
N
O
d
O
C
d
'O
.
N
N �
v
W
N
ar
O�
3
N_
to
O
0
E
II'
I I
D
I II
D II
I
I Ip
u
p
4" 4"
8"
PANEL
503
s 11/4x4
2
x 0' -8"
p —z
0
16 mo o.
108
T, 1 /2 x 4
x 0'-8"
=M T.O. TEE
' = cv EL.= 205' -9"
DRMG. 9r: DATE cw er: DATE
PROJECT: MOUNTAIN VIEW
FDG JTP
"M im 2/12 DRP
� 2D
- . - - - - --
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 — 4101 S 1.2
E
a
w
C)
O
0
N
06
O
a
i
N
O
N
I
0
v
0
�c
v
.
U
W
N
of
o�
3
O
N
t0
O
0
i
J
rZ
503
II? 1 /4 x 4
x 0'-8" 316
C.I.P. TPG.
(NOT BY STRESSCON)
T.O. SLAB
EL.= 205' -9"
° oo
N
2
E
3 / 6 3
1 /6" x 2" x CONT.
KOROLATH STRIP
No.1 REVISIONS
T.O. WALL Ak
a
II EL.= 205' -8"
II Z
4 R G . STAIR
4" i i � 0� x 4 z
I
EDG u ip x 0' -8"
l
p .
4" [ 4 7
8"
PANEL
PROJECT: MOUNTAIN VIEW oRwr. W. are Co BY: DATE
FDG JTP 2 /12 DRP
CTOGG kmmm AFORN " NO. 2 �
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.2
u
I- /4x4
3 /6 3 x 0' -8"
TYP.
TYP.
3
C.I.P. TOPPING
(NOT BY STRESSCON)
E
0
w
O
O
N
06
O
Li
Q
0
rn
3
'R
0
R1
I
N
O
N
1
0
v
0
c
'v
.
d
N
H
U
W
N
in tll
O�
3
/
N
tD
O
a�
0
i
r
T.O. SLAB ° M
SEE PLAN
m
`O N
00
70
TYP.
vi
a
d �
t % x 8
x 0' -8"
L`FRDL't
PROJECT MOUNTAIN VIEW
ORMK:. 9Y: OA CMKb HY:
FDG JTP 2 /12 DRP
CTO w 4bm 7/V " N° 22
..
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101 S 1 •,
f
V
D
C
t
V
are
E
v
N
GO
til
F-
n
O
O
N
M
! li
D
3
O
M
I
N
O
N
(
O
d
O
C
.
N r D_'
V
W
W
of
Cn
D
N
c0
O
0
ADD CONN 106/S1.8
T/n /.i (i \1
DRM 9Y: DATE CMMO W. DATE
PROJECT: MOUNTAIN VIEW
FDG JTP
2/12 DRP _
CTOCC a I7N No. 23
..
Noi REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
n
F 5 - 0 - 8 1
Ill 3 /
3 /is 3 p x 4
0
N
CD
0
N
N
0
Cn
3
C)
1
N
O
vN
0
/
a
d
v
/
U
W
rn
3
O
N
t0
m
0
i
1' -0" 1"
PANEL JOINT PANEL ll
® SIM. SECTION
a °
a
a (L 101 =a ==
J Il
w li -
W 101 a a 11
111% x 8 I 1
x 0' -8" v .111
II
11
a a 11
II
a ° i
U) i
z i
o (� 178 a . a'
Q - -- I
W °J
W v' i
W
N
178
lei /x10
x 1 —2
3 /j g V 2
C.I.P. TPG.
(NOT BY STRESSCON)
�lJ
EL.= 208'
00
116 °
O
V/4 x 4
x 0' -5"
T.O. URI WELD —ON
EL.= SEE ELEV.
555
%-^5x0' -5"
COTTON DUCK
PAD
166
x6
x 0 —10
(2) IL 3 /I. x 7
x 0'— 10 (CUT)
' CHAMFER
UUNU.
wlvt,
PLANT
WELD
PLANT I
WELD
DRWC. BY. DATE CHWD W . DATE
PROJECT: MOUNTAIN VIEW
FDG JTP 2 /12
c�- �scccr -n�v JOB NO- 24
- . - - - - --
No REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.2
(L IT —BEAM
" 7" 7" 11 " 508
'/16 2 F_ 3 /8 X 4
x 0' -8"
101
508 R 3/s x 8
IQ 3 /g X t'/l x 0 - 8" 3 /16 3 �/2
x 0' -4" 31/ C.I.P. TOPPING
(NOT BY STRESSCON)
® c�
s 2 `� m T.O. TEE
EL= 208' -5"
4 �
T.O. SLAB °►o, a o! ° � �` 1 o
EL= 207' -6 m a a 116 0
00 N ° °a I as 3 /g X 4Y •-
x 0' -5"
E
0
Ln
t-
lil
0
N
C6
O
a
0
rn
0
M
1
N
O
N
I
0
v
0
c
d
v
d
ca
w
cn
vi
o+
3
in
N
t0
O
/
J
L�
r�
M
1 C)
a N M
70 a.
a
� ( r
1 /8" x 2" x CONT. 555
KOROLATH STRIP 3 /8 x 5 x 0' - 5"
COTTON DUCK PAD
101
le 3 /8 X 8
x 0' -8"
30IT35
PROJECT:
MOUNTAIN VIEW DRM fff: DATE CHWD BY' °"'E
FDG JTP 2 /12 DRP _
CTOCGCr�'fAI NO. 25
- - -� —.
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 51.2
PANEL JOINT
® SIM. SECTION
" 8" " 508
PANEL E % x 4
6 31/2 x 0'— 4
"
A TYP.
a
C.I.P. TOPPING
R % x 8
{TYP.
(NOT BY STRESSCON)
x 0' -8"
3/6
2
\
a.
-- ,4T.O. -SIAB - - - -- - - - - -
-
-- - - - -- -- --
-!`'
- -T.O. -SLAB
SEE PLAN
�i
SEE PLAN
m
i
I I I I ..
m
°
N
Iill
w
CD
" J
TYP.
u
3 /3" x 3" x
0' -5"
MASTICORD
PAD
' /e" x 2" x
CONT.
KOROLATH
STRIP
°
a a
O
N
N
n
C)
0
O
N
0
cm
Q
3
0
N
O
N
O
a
.s
-o
1U
H
V
W
cn
cm
3
O
N
to
O
0
0
i
510
4" 8" % 8 L6x6x
1 x 0' -8"
#4 HAIRPIN ONT.
AROUND STUDS 114 LEDGE T.O. BRG.
ON PLATE It 1/2 x 10 lop
® SIM. SECTION x 1'-0" SEE ELEV.
61 �__
114 3/a 5 TYP.
oRM UP are cwt W. DAM
PROJECT MOUNTAIN VIEW
FDG JTP 2/12 DRP
CTOCCGr�'IN .� �. G s
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 .2
n
1
E
0
N
N
n
lal
0
0
N
cr
W
O
li
0
3
A
0
M
I
N
O
N
I
0
v
0
c
0
v
N
N
U
W
N
ai
Ot
3
N
�O
O
0 0
i
r=
503
I-Y4x4
x 0' -8" 3� s
C.I.P. TPG.
(NOT BY STRESSCON)
2 E
3 /1g V 3
T.O. WALL
.6T.O. SLAB ►�
EL.— 205' -9"
m
- -- - -- -- - � - - T--
II
II°
RG. 11
Y8" x 2" x CONT. 4" II
KOROLATH STRIP II
L EDGE uIN 108
E 1 /2 x 4
x 0' -8"
4" 4"
PANEL
PROJECT MOUNTAIN VIEW mm' W. WE `WD fff ° "' E
FDG JTP 2/12 DRP _
CTOCCCr/7A/ JW NM 27
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 1 06 -4101 S 1.2
• i nrr
F 5 - 0 - 3 1
P- 1 �4 X
X 0' -8"
C.I.P. TPG.
(NOT BY STRESSCON)
T.O. SLAB
EL.= 205' -3
E
O
N
L n
n
4J
h
Co
O
N
O
li
Q
m
3
O
1
N
O
N
1
O_
O
C
N
.
d
Q'
/
N
F-
V
W
to
aJ
C�
3
-
/
N
to
O
PROJECT MOUNTAIN VIEW um. o: DAN OHK*° W. DAM
FDG JTP 2 /12 DRP _
CTOCCC/"/7/V im ,O. 2
a� N AV W
No. REVISIONS DATE I ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 11 06-4101 S 1.2
7
1" 10"
� x 4 x 0; -4� PAN
W /(2) #4 x 2'-4 �/4 3Y 6" 4"
>_
0
N
L q
n
W
F-
0
0
N
C6
0
LT
0
0
N
N
I
O
v
c
v
y
v
N
H
U
W
N
fA
O•
3
N
to
O
0
i
J
V2 °
1/4 d I
C.I.P. TPG. °
(NOT BY STRESSCON)
T.O. SLAB
EL.= SEE PLAN
co
m II
Ib
I i
70 �I a
a it I
_.t
FINISH FLOOR
B.O. PANEL
EL.= 206' -0"
I a #4 HAIRPIN
I I AROUND STUDS
101 U ON PLATE
IQ 3/p x 8 l'-6"
x 0 -8" I 6 "
1' -6"
PROJECT:
MOUNTAIN VIEW DRWG. BY: ° "' E `HWD Err: WE
FDG JTP 2 /12 DRP _
CTnCCCI"�"f/V im 00. Zs
- - - - --
REVISIONS JDATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S1.2
508
RE 31 x
xx C-4"
4"
C.I.I
(NOT BY STRE
E
c
04
w
0
N
co
O
d
li
l�l
a
0
3
0
M
I
N
O
N
I
0
v
0
c
d
v
N
/
N
H
W
i
3
0
/
N
t0
O
i
o
u-
T.O SLAB
- O SE E PLAN
'ANEL
)ND)
x8
-8"
PROJECT:
MOUNTAIN VIEW DRWO' 13Y` °"'E CHK'D ffY° DATE
FDG JTP 2/12 DRP
C'TOCCCrAF JW NO. 30
..
No. REVISIONS DATE ARCHITEC TURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101 S 1.2 f
Aij /GAZED Wf GRITS
PEA.. 281
PANEL JOINT
® SIM. SECTION
E
N
0
N
0
0
a
3
tn
M
O
N
O
v
c
0
v
U,
N
In
F-
U
W
to
H
lT
3
O
N
to
O
0
0
3
1" 8"
508
PANEL
It % x 4
3/6 31/2 X O' -4
TYP.
d
101
W- % x 8
TYP.
C.I.P. TOPPING
x 0'-8 d
3/16 2
(NOT BY STRESSCON)
4 MAX
—
' ' T.O. SLAB
T.O. SLAB 3 "MIN.
I Id I° u
SEE PLAN
SEE PLAN
�„ a
m
co g
m
to
I�fi
d
o o "
" J
II II
70 I / 506
c� 3 /8" x 3" x 0' - -5"
TYP.
° -- MASTICORD PAD
Y x 2" x
CONT.
KOROLATH
STRIP °
/F 510 1
4" T
8 L 6 x 6 x
1 x 0' -8"
#4 HAIRPIN
ONT.
AROUND STUDS
ON PLATE
114 LEDGE
IIl 1 /2 x 10 --
T.O.
BRG.
BRG.
® SIM. SECTION
x 1'-0"
SEE
6
�
114
% 5 TYP.
PROJECT MOUNTAIN VIEW
DRWO' BY' DATE
CW'° M: DATE
FDG JTP 2/12
DRP
cTOCCCrnN
im Nm
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
06-4101
31
S 1.3
REVISIONS
DATE
F 5 - 03
It 1 /4" x 4"
x 0' -8"
i
T.O. SLAB
SEE PLAN
i
E
0
N
1�
LaJ
H
Cl
Cl
O
N
O
a
Li
0
0+
3
'q
ui
I
0
Ln
I
0
0
c
d
v
N
H
U
W
N
m
3
N
cv
O
0
0
i
J
li
v
Li
REVISIONS
PROJECT: MOUNTAIN VIEW
G7'OCGGrf'I/V
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
DIM. W. DATE CW'O BY: DATE
FDG JTP _?Z12 DRP -
JOB NO.
06 -4101 I S1.3
E
0
M
L p
r
41
H
n
O
O
N
CD
O
li
a
3
N
1
0
N
_1
O
0
C
'O
N
/
V
W
N
N
O�
/
N
t0
O
/
/
PROJECT:
MOUNTAIN VIEW °RWO. m DATE CHWO Dr: DAIE
FDG JTP 2/12 DRP _
GTOCCGrf7N NO. 33
.�
Nol REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
9
CD
R
" 1
F5 PA El-
T- % x 4
x 0' -4" 3 /l 6 31/ 1
a
a
a
3/l 6 2
� 1 101
� 3 �
C.I.P. TOPPING x t % 8
x x
(NOT BY STRESSCON)
T.O. FIN FLOOR
B.O. PANEL
.0. SLAB
EE PLAN v
rh
E
M
L n
n
W
0
N
0
d
0
Lo
d
I
M
O
N
0
/
0
/
N
H
V
W
N
m
O�
3
O
N
t0
O
0
i
70
a
506 _
#4 HAIRPIN
x 3" x 0' -5"
°
AROUND STUDS
MASTICORD PAD
ON PLATE
a
1' -6"
F 5 -- 101
°
L 6 X 6 M
3 �e 8
F - 1 /2 X 10
1 ' - 6 "
x 1' -0"
T.O. BRG. 4-
10"
SEE
ELEV.
—� PANEL
TYP.
% 5 114
PROJECT: MOUNTAIN VIEW
°RWG' O:
° "' E
a"`'° f: DATE
FDG JTP
2 12
DRP
GTOCGGt" MAW
" NO.
_
34
No.1
REVISIONS
DATE
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
06-4101
E
0
M
1�
w
0
0
N
06
O
d
W
F
ow
cn 3
v
1
r7
0
I
0
V
0
c
d
'v
.
V
w
c
Oft
/
N
cc
O
N
0
O
7
/
-i
BENT II? and CONN.
TO PRECAST
(NOT BY STRESSCON)
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. SLAB
a SEE PLAN
T.O. STEEL BEAM a =� g
EL.= 226' -4'/2" 0 4t LEVEL cn
EL.= 215' - 10'/2" ® 3rd LEVEL '
EL.= 205' -4 0 2n LEVEL
70
STEEL BEAM
(NOT BY STRESSCON) 1 "t
PROJECT MOUNTAIN VIEW owm W. WE CW er. Dire
FDG JTP 2/12 DRP
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 51.3
E
0
co
CD
O
0
N
N
0
3
Lo
M
O
N
O
O
N
W
N
W
P
3
O
N
�O
O
a�
/
4"
PLAN VIEW
PROJECT: MOUNTAIN VIEW
oRwc. W. GATE "'o 9Y: OA'E 2
FDG JTP 12 _
CTOCGGr now 36
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101 S 1.3
ti
■
5' -9"
1
8"
1' -10"
PANEL
a °
a .
C.I.P. TOPPING
°
a
(NOT BY
STRESSCON)
— —
— —
— T.O.
TEE
T.O.
SLAB
SEE
PLAN
to
u
�� o
—
I
118
'
:— ;
E
a
102
x 1' -0"
°
111 1 x 2
°.
506 x 1' -4"
x 3" x 0' -5"
°
MASTICORD PAD
SLAB=
4' -3"
(l F1 8 RECESS 3 /4 "
CTR'D ON TEE LEG
SEE ELEV's. FOR
OF PLATE
I
=d 10
E
0
co
CD
O
0
N
N
0
3
Lo
M
O
N
O
O
N
W
N
W
P
3
O
N
�O
O
a�
/
4"
PLAN VIEW
PROJECT: MOUNTAIN VIEW
oRwc. W. GATE "'o 9Y: OA'E 2
FDG JTP 12 _
CTOCGGr now 36
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101 S 1.3
ti
■
F
p- % x 4 e 3'h
x 0'-4
1 /18 V 2
C.I.P. TOPPING \
(NOT BY STRESSCON)
E
0
Ln
LU
t`
0
O
N
0
a
li
0
tm
3
-Q
i
0
N
I
O_
sF
Q
C
N
W
N
V
W
N
ai
3
N_
tD
O
w
0
i
J
Li
T.O. SLAB
SEE PLAN a
g
d
W
CD
U J ui
1 /8" x 2" x CONT. -
KOROLATH STRIP
d
1
�I� I
I
LEDGE
PANEL JOINT
® SIM. SECTION
� N
J �
W
uj
N O
�, rn (L F 101
o It
J J
W
w O
N
#4 HAIRPIN
AROUND STUDS
101 ON PLATE
Q % x 8 0 SIM. SECTION
x 0' -8"
1' -6"
6"
1' -6"
ORWD. BY: DATE cwo or DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2 12 DRP
ND. _
CTOCGCr/7N 37
_ - - - - --
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
r
OMIT GRID
0 SIM. SECTION
508 E' '
IQ % x 4 3� 6 31 /2 n
x 0' -4" 1 0"
n Cr PA EL 6"
E
co
W
0
0
N
ix
N
0
rn
3
ai
a
1
M
O
N
1
0
v
0
c
.
d
/
N
H
U
W
N
y
O�
3
D
N
t0
O
G
/
a
3 /l 6
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. SL
SEE PLAN
to N
I °
L 0'- 5" PAD
PLANT
5/16 V g WELD
d °
d
a
N
s U - )
(L F178
11"
CONC
5 /1 6
PLANT
10 WELD
1" CHAMFER
MwlE M
ORN16. 8Y: DATE CFpC'D BY: DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2 Q _
CT=, zr= vm JOB NO. 3s
� / . W w
No. REVISIONS DATE I ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 51.3
E 3 /6 x 8
d .d
x 0 -8"
a
4
N v j
o
d.
1
a
W J
W d'
W O
(f)�
— - d °
(1 101
I.
�o
�o
a_
W J
W --i
°
W
W Cr-
d
NW
tAi
Nu-
114
N vi
d
W —i
°
178
W o
le 1 /2 x 12
nr
x 1' -2"
1' -0"
PANEL
a
N
s U - )
(L F178
11"
CONC
5 /1 6
PLANT
10 WELD
1" CHAMFER
MwlE M
ORN16. 8Y: DATE CFpC'D BY: DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2 Q _
CT=, zr= vm JOB NO. 3s
� / . W w
No. REVISIONS DATE I ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 51.3
NOTE:
NO GRID ®� GRID
SIM. SECTION
PAI III
4" 4" 508
% x 4
3 j 6 31/ x 0' -4"
TYP.
rAj
E
0
to
d6
CJ
0
N
of
0
a
0
3
tn
d
I
r)
O
N
I
a
/
v
c
m
v
N
W
N
of
Cn
3
D
N
tD
O
d
e
101 al
IE % °
x 0' -8"
T.O. FIN FLOOR
B.O. PANEL
r�loo
i
#4 HAIRPIN -
AROUND STUDS
ON PLATE
6"
1 —6"
°
TYP.
3 /16 V 2
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. SLAB
. SEE PLAN
a _ m
II a
III 7
I I /
506
x 3" x 0' -5"
MASTICORD PAD
a
a
N .
510
L6x6x
114 I`'
IE 1 /2 x 10 8 „
x l'—o
PANEL
! 8 1 x 0' -8"
T.O. BRG.
SEE ELEV.
0 /a
TYP.
DM. IM. DATE CWD IY: DATE
PROJECT: MOUNTAIN VIEW
FDG JTP 2 12 DRP
39 -
-
REMSIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101
F 5 - 0 - 8 1
F- 3/6 x 4
x 0' - 31, 6 3
3 1,6 V 2
R - x 8
x 0' -8"
503
-1, 3 It i/4 X 4
x 0' -8"
- -
,T.O. SLAB `M
EL= 208' -0" m
O � d 3 /16 2
N
°
a
C.I.P. TOPPING
70 d 4 (NOT BY STRESSCON)
a
°
E
n
C=
° o
N
0
Cl
Lo li
0
a
d
M
O
N
s
/
0
Ol
N
Q'
/
N
W
N
m
O+
3
N
t0
O
0
i
r
— T.O. SLAB
`M T.O R -BE
° m EL= 205' -9"
_
G . o 00
a d (n
a " v
b 4 = N
d O m
w
70 N N
a
a
101
p- 3 /6 X 8 ° d
x 0' -8"
24RB24
1
PROJECT:
MOUNTAIN VIEW am. or: DATE CWo W: DATE
FDG JTP 2 12 DRP
NO. 40 .
- - . - - - --
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S1.3
E
0
M
n
Lil
n
O
O
N
06
O
.G
Li
Q
rn
3
Lo
I
M
O
N
I
O
•�F
O
C
u
v
d
N
U
W
N
/
in
O
3
O
N
t0
O
/
O
3
Lq
P-5
a
EL.=
PROJECT: MOUNTAIN VIEW oR. fff: WE `W'° Or DAI
FDG JTP 2/12, DRP
c�roc�c� -n�v -
im NO.
41
- -
J
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.3
E
0
M
W
CD
0
N
DO
O
.0
li
tT
3
to
v
I
M
O
N
_I
O
O
C
0
w
/
uj
W
N
dl
CR
3
D
N
t0
O
fn
0
i
R
EL.-
PROJECT MOUNTAIN VIEW
croccci -nti
W
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
503
4x4
0' -8"
TPG,
BY STRESSCON)
.O. SLAB
:L.= 208' -0"�
DRWG. Dr. DATE CHWD 6Y:
FDG JTP 2 12 DRP
X 42
S1.3
riIT.SRFAv A l
DATE
j'I
WALL
E
v
In
do
n
0
0
N
tr
Co
0
rn
3
'v
Lo
I
M
0
N
I
0
0
r-
c
CD
v
CD
CD
Of
N
F-
v
W
(n
N
tT
3
O
_N
to
O
N
0
/
n
AT.O. TEE _u-)
EL= 208' -5"
11"
CONC
No REVISIONS
`a o
C)
T.O. WALL
EL= 208' -4"
508
° a 178 R % x 4
E Y 2 x 12 e 3 x 0' -4"
_ x 1' -2"
M
3/16 2
C.I.P. TOPPING
a (NOT BY STRESSCON)
a
=M. ® cr- T.O. SLAB
d °
m EL= 205' 13"
l bo
d (n
d d d
4
101 70
E % x 8 °
x 0' -8" a
d
°
PLANT
5/ s g WELD
;r,
178
1"
c
PLANT
5 10 WELD
UUNU.
mm. MI. WE CWD eY: MtE
PROJECT: MOUNTAIN VIEW
FDG JTP _?/12 DRP _
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101
x4
8"
E
0
M
W
0
O
N
W
Cl
.G
li
Imc
3
v
ui
v
1
M
O
N
I
O
d
O
C
d
.
N
/
N
U
W
N
f"
/
N
Q
O
/
ra
0
i
�T 0_
EL.=
STRESSCON)
PROJECT. MOUNTAIN VIEW mm' ft: DATE CW° W. °"'E
FDG JTP 2/12 DRP _
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.3 J
TYP.
3 /16 3
E
4
0
O
N
0
O
.G
W
D
Ot
3
.
�A
I
M
0
N
I
O_
�t
O
ice+
C
N
N
N
F—
V
W
N
of
O+
3
Cl
N
c0
O
/
■
C.I.P. TOPPING
(NOT BY STRESSCON)
Z STAIR ;M
NOT BY
STRESSCON
O
I
101
Z % x 8
x 0' -8"
504
Ill 1 /4" x 4
3 /1 g 2 x V-0"
TYR
T.O. SLAB
SEE PLAN
a i
a
a
d
1' -0"
12RB12
.d a to
a
70
PROJECT:
MOUNTAIN VIEW am. W. DATE `W'D
FDG JTP 2 12 DRP
m i � NO.
_
_.. E
REVISIONS DATE1 ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
w DATE
45
S1.3
, /1s
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. TEE
T.O. SLAB
SEE PLAN °cv,
E
.g
16
v 4
a N
a O m °
8" I 8"
1' -4"
16RB12
W
0
0
N
O
A li
Q
O�
3
'o
0
O
1
O
N
I
0
:r
0
c
d
v
y
N
/
V
W
N
q
O�
3
N
CD
O
0
i
0
u-
3/
a
—(TYP.
504
F - 1 /4 " x 4
3 x 1' -0"
TYP.
a
m
° oo n
d N
70
101
It %x8
x 0' -8"
ORWG. BY: DAIS cw . 0' QAIE
PROJECT MOUNTAIN VIEW
FDG JTP 2 12 DRP _
CTOCCCr MA/
a AN No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 1 06 - 4101
°
,u
L 8 x 6 x%
x 2' -0"
M
o .
e 04
O —
a
a
N K
12RB12
_ =zo
C.I.P. TOPPING
(NOT BY STRESSCON)
'? ®� „m T.O. SLAB
SEE PLAN
E
0
Lp
co
w
F
n
CD
N
0
u
t,.
v
rn
3
'O
C
t0
I
0
N
I
0
0
c
c
CD
Cl
v
W
N
m
3
N
f0
-
/
0
/
MASTICORD PAD
1 x 3 x 1' -8"
IN
DRM W. DATE CHK'D W. DATE
PROJECT MOUNTAIN VIEW
FDG JTP
2 /12 DRP _
GTOGCCr RAN 47
.� . .
No.1 REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-41 01
E
0
to
i=
0
N
0
a
!
W
Q
0
0
I
0
N
I
0
:r
0
c
v
d
o`
w
o+
3
0
N_
t0
O
G
i
A
508
F- % x 4
x 0' -4" - 31/
TYP.
TYP.
3 /16 V 2
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. SLAB ° M
SEE PLAN
0o S a
N
70
549
%" x 4" x 0 -8
MASTICORD PAD
L
x
GRID
NOTE:
NO ERECTION CONN.
PANEL
SIM. SECTION
4" 4"
a .
a
a
NOTE:
4
DT BRG. BEYOND
NOT SHOWN
a
Re: 6/S 1.1
L IEN ,
-:a
`po
a N
b
I"
1" 8" 4
PANEL
F- % x 14
x 1' -2"
T.O. FIN FLOOR
B.O. PANEL A
T.O. TEE
SEE PLAN
DRNK:. 9Y: DAN CHK'D 9Y: DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2/12 DRP
croccci -n�v JW NO. 4 -
_ ...._ - - - --
REVISIONS DATE 1 ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE . 06-4101 S .4
102
Ill 1�/2x2
x 1' -4"
T.O. FIN FLOOR
T.O. PANEL
EL.= 236' -6" i
C.I.P. TOPPING
(N T BY STRESSCON)
11) ON TO TVP
/-_
° m
w
r 00 r
ie' /2x4
x 1' -0"
RECESS 3 /4"
PANEL
BEYOND
E
0
N
co
w
O
0
N
M
.a
ti
c
3
0
0
N
Of I
O
O
C
d
.
N
-
/
U
W
N
ai
O�
3
O
N
t0
O
0
/
Ill Fl RECESS 3 /4"
CTR'D ON TEE LEG
SEE ELEV's. FOR
QL OF PLATE
�r
O
506
8RB12 3j x 3" x 0' -5"
MASTICORD PAD
TYP.
8" 9'
PANEL
EL.= 236' -
a CV
O
I p
0
DRWD. OP. DATE CHK'D W. DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2/12 DRP _
JW ND. 49
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.4
E
4
CD
CD
CD
N
0
O
li
O�
3
C
m
I
0
N
I
0
v
v
c
d
v
d
N
U
W
N
N
O�
3
/
N_
co
O
/
J3
0
i
J
E
,o
1
QP
6x
508
t %x
x 0' -4"
PROJECT MOUNTAIN VIEW
rtkNtt_
- �sccci -VAN
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
x6
- '8"
DRWD. ft DATE CWD BY:
FDG JTP 2 /12 DRP
X 50
S1.4
06 -4101
DATE
3 / s 3
504
(E 1 /4 x 4
x 1' -0" 3 �s 2 508
3/6 3 E % x 4
x 0' -4"
C.I.P. TOPPING
(NOT BY STRESSCON) 16
3/1 6 2
A. T.O. TEE ° M —
EL.= 236' -3" N 4 MAX
a 3 "MIN. T.O. SLAB
0 m a EL.= 2 T
a
t to
o co
w
8 " 8 "
Cl 101 70
N IE 3/ x 8
x 0' -8" 16RB12
Jv
0
cp
to
cn o
0
0
0
.
y
/
N
U
W
N
!na N
Q
3
D
N
to
O
a PROJECT: MOUNTAIN VIEW �. BY: DATE CHK'D I: DATE
. i FDG JTP 2/12 DRP
CTOCGGr�'RN JOB N O. 52
w
No.1 EVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 1 06-4101 -
T.O. BEAM
EL.= 236'
E
0
In
do
i.i
n
0
0
N
o;
0
co
w
0
a
0
N
I
O
d
O
C
N
N
/
N
U
w
N
dl
3
O
N
t0
O
N
0
3
F
t o
z
00
CD m
I �
0
MASTICORD PAD
1 /2 x 3 x 1' -8"
6 1' 6 „
NOTCH
CA
d d
a
d
12RB18
125
L 8 x 6 x%
x 2' -0"
4
D
4
4 d
IIN. T.O. SLAB
EL.= '
m
PROJECT: MOUNTAIN VIEW DKM. W. DATE CHWD BY: DATE
FDG JTP 2 /12 DRP
GTOCCGr'�7/V .W NO. 53
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE . 06-410 1
■
E
v
In
co
63
H
n
0
0
N
0
LT
m
3
0
0
N
I
O
d'
O
C
d
V3
d
W
N
/
m
Q•
3
N_
t0
O
.o
0
i
C n
T.O. BEAM
EL.= 236'-
6" 6"
NOTCH
MASTICORD PAD
1 /2 x 3 x 1' -8"
0
4
a
L8x6x%
x 2' -0"
d d1
a
a �
.
a °'
12RB18
IN T.O. SLA
m
=00 N
00
PROJECT MOUNTAIN VIEW
0awc. W. WE
FDG JTP 2 12
crac•0 W. w�
DRP
°
m
06-41 01
53
S .4
I
�
No.
REVISIONS
.-
N
°
MASTICORD PAD
1 /2 x 3 x 1' -8"
0
4
a
L8x6x%
x 2' -0"
d d1
a
a �
.
a °'
12RB18
IN T.O. SLA
m
=00 N
PROJECT MOUNTAIN VIEW
0awc. W. WE
FDG JTP 2 12
crac•0 W. w�
DRP
CTOCCC/� MAN
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
06-41 01
53
S .4
No.
REVISIONS
DATE
5
PA
EL
4"
4"
508
E % x 4
°
a
f9
OS
x 0' -4"
3j 6 31/
FOR A T
TYP.
a
0
101
I
R 3 /6 X 8
TYP.
x 0' -8
316
2
TYP.
T.O.
FIN FLOOR
B.O.
PANEL
m
T.O. SLAB
IIIII
EL.=0"
tO
4 7O
if—
°
I I
- I
4
n
70
W
a
506
x 3" x 0'
-5"
o
N
114
°
MASTICORD PAD
TYP.
R 1 /2 x 8
I
510
X 1' -0"
3/8
L 6 X 6 X
TYP.
g
1 x 0' -8"
o
#4 HAIRPIN
,
AROUND STUDS
8 „
T.O.
BRG.
A
ON PLATE
PANEL
�_=
SEE
ELEV.
0
co
Er �__
114
0
3 /s
TYP.
s
5
.. fq
N
/
U
W
N
H
3
�
a
r /
N
c0
o PROJECT:
MOUNTAIN VIEW'
°"'�
�' ° " M
FDG JTP
2 12
DRP
JAN
JOB .OB No.
55
No.
REVISIONS
DATE
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
06 -4101
S1.4 J
F 5 - 073
E 1 /4 x 4
x 0' -8"
E
Lo
Ln
r-
w
O
0
N
co
O
a
Q
0
o+
3
v
Co
cn
I
0
0
c
v
.
N
N
F —
U
W
.
/
N
3
3
N
C)
O
/
0
ILRDID
JN T.O. SLAB
EL.= 2 '
m
=oo
PROJECT: MOUNTAIN VIEW DRWO' 13Y` DATE OHK'° EIY: °"'E
FDG JTP 2 12 DRP _
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101
F 5 - 073
I�
3 �s 2 x 0' -8"
E
0
N
I�
L+l
F=
O
N
C6
0
a
ti
v.
3
O
tD
1
O
N
I
O_
O
C
N
/
W
N
/
m
C+
3
D
N
f0
O
3
T.O. BEAM
EL.= 236'—
REVISIONS
6" 6" 3/ B V 3
NOTCH
p� 0
4
Z 3" MIN T.O. SLAB
10 ° r ° a EL.= 2 '
it
i N a I Ia a 00
a
\ - C70
D 25 1' -0"
12RB18
PROJECT: MOUNTAIN VIEW mm' or: GATE CHWD
FDG JTP 2/12 DRP
CTOCGGI
RAE NO.
_ _ E
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-410 1
DATE
56
S1.4 ,/ i
PANEL LENGTH �'
�' 0"
1 6 "P E L
r 6
x 1' -0"
° ° u °
° aq 4 a
w
c__ _____�__ II II
II _ II ° a ° a� F�
I
II d
F 5 - 40 - 1 i �
F /g x 6
x 0' -9" 5 /6 4 i i a 124
f�
I I
II O
II
II
5 /16 8 u
PANEL LENGTH
E
in
Ln
aj
c
N
m
O
.G
L2
co
cr 0
3
a
0
N
O
O
r+
C
N
N
/
V
W
(n
m
O�
3
O
N
c0
O
.o
3
PROJECT:
MOUNTAIN VIEW om. BY: D"'E `° �- ° "' E
FDG JTP 2/12 DRP _
GTOCCGrf7A/ NO. 5�
Noi REVISIONS DATE1 ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101.
E
0
N
ri
n
O
O
N
O
mo
li
a
3
Cl
1
0
1
0
v
M
C
d
.
r
U
W
N
O
3
O
N
t0
O
q
0
/
J
s
TUBE STEEL POST
AND CONNECTION
(NOT BY STRESSCON)
REVISIONS
TYP.
PROJECT MOUNTAIN VIEW
c�- �scc�rn�v
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
ORWO. W. DATE CHK'D art
FDG JTP _?112 DRP
X 58
S1.4
nR —a1 ni
DATE
a
TUBE STEEL POST
ADDITIONAL HARDWARE
AND CONNECTION
(NOT BY STRESSCON)
0
E
4
W
n
O
O
N
0
.n
L !
A
a
A
0
v,
N
I
0
v
0
c
d
v
U
W
N
3
O
N
T.O. TEE
SEE PLAN
d p
187
T.S. ( (E % x 6
x 0 - 6 "
(� TEE LEG
t0
O
PROJECT MOUNTAIN VIEW ORM. Irf` DAN OWD rf` DAM
FDG JTP 2 12 DRP
__ ccrn�v im NO. 59 -
A E U2 AND - -�
CD
No. REVISIONS D 06 -4101 51.4
CONTRACTOR NOTE:
,Xj BLOCKOUT TOPPING
AROUND PLATE IN SLAB
x 6 x 0'- 6 "
C.I.P. TOPPING
(NOT BY STRESSCON)
TUBE STEEL POST
ADDITIONAL HARDWARE
AND CONNECTION
(NOT BY STRESSCON)
I I C.I.P. TOPPING
70 (NOT BY STRESSCON)
I I TYP.
II _
— — — —
T.O. SLAB
-- -
-- a -�
SEE PLAN
N
I ( �� a
m
co
CDP
°
PROD.
c"
NOTE:
CONTRACTOR NOTE: OFFSET PLATES
BLOCKOUT TOPPING FOR FIT
AROUND PLATE IN SLAB
0
N
O
d
D
C
N
'O
d
U
w
N
M
O
3
O
N
c0
O
PROJECT: MOUNTAIN VIEW
�' °"'�`°
�' ° "' E
FDG JTP 2/12
DRP
c�r�scccrn�v
_
No.
so
No.1
REVISIONS
DATE
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
1 06-4101
S .4
E
o.
N
N
LaJ
N
O
O
N
O
.0
Li
41
a
0
rn
3
A
i
ui
0
N
O_
�t
O
r-
0
H
d
Q'
N
V
W
N
/
Im
3
O
N
t0
O
0 0
i
_n
VARIES
SEE ELEV'S
1 x 4 )
SHIM
(2) PI
1
_ 0
U
t
r
PROJECT MOUNTAIN VIEW
c�- arc�crn�v
w
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
540
le x 6
x 0' -9"
CATION
'RESSCON
mm. BY. DATE I CWD Or DATE
FDG TDW 2 12 DRP
.m "D.
06 -4101
61
S1.5
124
(� x 6
x 1' -0"
Ze n
a a
'a . a a N
a a a w -j
� w
c d a a > w
w
s U
CV w
x
123
L5x5x%
x 1' -2" 540
5 /1 6 41/2 V/8 x 6
x 0'-9
5 /16 8
PROJECT: MOUNTAIN VIEW DM ' fff: ° "' E `° �' ° "' E
FDG TDW 2 12 DRP _
MAIM /"t7N im LO. s2
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
E
a
N
v7
W
1=
O
O
N
LD
O
m
Li
o+
3
v
U1i
n
I
ui
0
I
0
v
0
.
m
'v
�N
d
N �
L
N
at
O�
3
N
to
Cl
0
i
n
8"
WALL
540
C/o x 6
x 0' -9"
E
a
w
C)
O
0
N
C6
O
a
0
m
3
Of 'v
n
1
0
N
I
O
O
C
d
'O
.
N
N
H
U
W
N
ai
O�
3
O
N
t0
O
m
a
i
J
■
9
PROJECT MOUNTAIN VIEW Imo' rf`
FDG TDW 2 121 DRP
CTOCCG�"/7l V
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
er:
N0 63
06 -4101 S1.5
4" a
E
m
M
N
Gj
m
n
O
O
N
0
0
3
Lo
h
ui
Itf
N
O
2
C
N
A CA
OL'
N
U
W
N
fIl
tT
3
N
t0
O
C
o ,
541
( *) 0 x C
ROUND Ri
(A36)
( *)= SIZE
REQUIRED
PROJECT MOUNTAIN VIEW
CT O�cc� -n�v
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
DRWD. W. DATE " Em. DATE
FDG TDW 1/12 DRP _
Rm
nk_al ni
64
E5
CIP TOPPING
NOT BY STRESSCON
504 10"
1
x 1' - 0" 3/1 6 51/2
6 3
to
°
� N 101 �•
1 P-% x 8
N � 1 x 0 - 8 " ° N
1 161 TYP
1 x 8
E x 2' -9" Q
d
M
L
535 °
a MAST PAD T.O. PILASTER
1 /2 x 7 x 2' -11" EL = 203' -01/
o °
U! a
W- 156 4
111 x 8
3 x 3' -0"
L
L
0
N " PILASTER
/
v
c
v
V
W
N
m
O+
3
N
O
TPRIOJECT- MOUNTAIN VIEW` DAN �,KO °"'�
FD
i G DW 2 12 DRP _
cTOC��� -n�u NO. 65
No REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S . 5
el
1' oy
V
a
d d
C
3" 124
x 6
124
a - x
R% x 6 a "
x 1' -0" d °
d d
a a• °
d° d
d
d
' a "
543
d ° Vyll , x 9
ads 41/2 x 0'-9"
° . 7 "
FYI r, V 8
OfiMKi. BY: DATE CWD BY: 017E
PROJECT: MOUNTAIN VIEW
FDG TDW 2 12 DRP _
C'TOCC'C'rr-FAX " NM ss
No. REVISIONS DATEI ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 51.5
E
a
M
N
tiJ
i=
O
O
N
ce
O
oo
0
3
Lo
i
Lq
0
N
O
d
O
• C
N
'O
d
N
F -
U
W
N
C
3
D
N
SO
O
0
0
i
0
ro
J
to 3
E
CL
M
N
41
n
Cl
O
N
�D
0
x 1' -0"
vvhu.
.n
0
o•
a
-o
Lo
r-
i
0
N
1
0
v
0
c
v
V
W
N
/
q
O•
3
in
N
CD
O
/
.a
0
/
540
W- /8 x 6
x o -9
PROJECT:
MOUNTAIN VIEW am' fff` MX °'"° O:
FDG TDW 2 12 DRP _
CTnCCCr�"!A/ im � s�
..
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
g
I
5'
[Lip
E
a
M
to
CJ
O
O
N
Q
O
.G
ti
Ol
3
Lo
n
I
L q
0
to
1
0
0
c
v
.
tr
N
i
U
W
N
ai
in
3
N
t0
O
0
i
n
ti
PROJECT:
MOUNTAIN VIEW mm. oy` DRAM C`'° WE
FDG TDW 2 12 DRP _
,m NO. 68
a 0 0 000c�oon v
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
F
08 x 4
x 0' -4"
E
CL
M
lil
F
r
c 0
N
tC+
O
L!
O�
3
v
Sri
n
1
u7
0
N
I
0
0
c
v
d
N /
F-'
V
W
y
rn
0
N
C)
O
0
i
w
J
r:
x4x
SHIM
(2) PEF
= O
to �
O
s
REVISIONS
PROJECT: MOUNTAIN VIEW
CTOGGCrf'7N
. - - - --
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
CATION
RESSCON
DRW6. 9Y: DATE CHWD BY: DATE
T TDW _ 2 /12 DRP
xe RD. 69
06 -4101 S1.5
VARIES
SEE ELEV'S
VARIES
EE ELEV'
540
F /8
x 0'-
(6
-0 "
S
O
c.9
E
n
M
I n
ci
ZE
r=
0
O
N
10
O
Q
D
O�
3
v
n
1
LQ
O
N
I
0
a
v
c
d
v
U,
m
P2
U
w
N
q
O�
3
D
N
O
O
m
0
i
c arz�02I
PROJECT- MOUNTAIN VIEW
CTOCGCr� im
..
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
x 0' -4"
ACK
DRWD. BY: DATE "'D BY: DATE
FDG TDW 2 /12 DRP
S1.5
06 -4101
SUPPORT ANGLE, GRATE &
CONNECTION NOT BY
STRESSCON
8" T.O. WALL
WALL EL = SEE
vv .�
' v
E 16$
o IQ 8 X 8
X 0'—$
m I I n. DI
o
o
N
O '
.o I —
ti
O
o�
3
Sri
n
1
0
N
_1
O
r
0
C
N
N
N
Qom'
/
U
W
to
dl
C+
3
N
t0
O
PROJECT MOUNTAIN VIEW Mir_ u: DATE CW'° W. DATE
i FDG TDW 2/12 DRP _
L;j CTOCGC�"_ im � �
�
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 51.5 J
503
Ill 1 /4 x 4 � 2
x 0' -8"
3 / g V 3
C.I.P. TPG.
(NOT BY STRESSCON)
E
0
O
O
N
tD
O
a
0
3
Lo
LQ
0
N
I
O
O
C
d
.
N
/
im V
W
N
m
O
3
N
to
O
° o
i
1
T.O. SLAB
E� L.= 205' -3" T.O. WALL
EL.= 205' -2 7 �
II i, o
N a ill J
Rd 1 108
'/�" x2" xCONT. 2x4
KOROLATH STRIP EDG x 0' -8"
CTR'D
D
10"
PANEL
PROJECT MOUNTAIN VIEW ORM IM. DATE `W'D BY` DAN
FDG TDW 2 12 DRP _
GTOCCCr�7N � �- 72
..
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 1 06-4101 S 1.5
8"
PANEL
503
It 1 /4 x n 4 1/16 2 °
x 0 —8
a
3/ 6
C.I.P. TPG. °
(NOT BY STRESSCON)
T.O. WALL & — °
T.O. SLAB = =
EL.= 205' -3"
lit j
p
70 4 RG.
I I 108
1 /6" x2" xCONT. 4 " 1 1 /2x4
KOROLATH STRIP EDG9 x 0' -8"
CTR'D
�o
E
n
W
0
N
t0
O
d
L!
W
a
Bic
Ln
0
N
O
O
is
C
N
.
d
d'
/
w
W
N
m
C�
3
O
N
tD
O
0
i
J
W
v
10"
PANEL
3
PROJECT:
MOUNTAIN VIEW ORWG. BY` DATE CH`'° W. °"'E
FDG TDW _ 2 /12 DRP _
CTOCCCr�'f1 V .8 NM 73
w
No.1 REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 — 4101 S 1.5 ,
124
V /gx6
x 1' -0"
C.I.P. TPG.
(NOT BY STRESSCON)
T.O. WALL & — —
T.O. SLAB
EL.= 205' -3"
m a
bo 4 °
E
0
N
tC
0
.G
0
3
I
0
i
0
/
a
/
N
H
U
W
N
M
O�
3
D
/
N
c0
O
/
1 " x 4 x 0'-4"
SHIM STACK
(2) /PNL
�V x 2" x CONT.
KOROLATH STRIP
8"
PANEL 540
5/1 41/2 � 0' x 6
—
I
a ,
a II "
I I 2 i
I
REC
,1
II
5 /1s 8
,I = o
� cn �
�M
II
II�II
I I
II
4 RG.
123
II.II
4 "ii L5x5x
EDGE ° % x 1' -0"
I I
II
I I
p it
Y
10"
PANEL
PROJECT:
MOUNTAIN VIEW Dwwo. BY' °"'E CW f: DAN
FDG TDW 2/12 DRP _
CTOCCCrA/V ►O. &S5
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 f
1
° N
z
c
I
r
E
a
.t
n
O
O
N
tD
O
z
•
a
If
4
v�
3
N
n
O
O
/
0
/
U
W
N
rn
3
O
N
t0
Cl
a
0
i
J
W
8"
PILASTER
PROJECT MOUNTAIN VIEW
CTOCC ail "m
. - - - --
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
a
DRM. ar: DATE cw er:
FDG TDW 2/12 DRP
.e Nm X 75
E.5:
06 -4101
DATE
E
0
N
W
O
N
0
O
.a
0
3
0
N
O
0
• C
N
'O
N
N
Om
3
0
/
N
tC
O
0
0
rZ
i
i
507
14 x 0' -3" ��i 2'f�
D� T NOT SHOWN SHIM C
FOR LARITY C UNDER
CAZALY
ERECTION CONNECTION
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. TE ® �
S�EE PLAN =
= N
o
cl
� L D�
Ill 0 1 % 2 x 2 Ill 3e x 8 -
„ x l'—o
x 1 —4 RECESS 2
4
IE Fl RECESS 2
CTR'D ON TEE LEG
SEE ELEV's. FOR
Z OF PLATE
ff
- --
WELD ONLY NOTE: - --
LEG O EA END
ALTERNATING LEGS (s)
0
I ` 506
x 3" x 0' -5"
MASTICORD PAD
TYP.
PANEL
I I Pro � Il .•
102
4"
'ROJ. PLAN VIEW
TYP.
PROJECT MOUNTAIN VIEW Mm' BY` DAN CW° Or DAN
FDG JTP 2 12 DRP
GTOCGG/"AN JW NO. 76 •
.. W
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 1 06-4101 S 1.6
4
0 }4 x 0' -3" X4 2
FINISH FLOOR
B.O. P ANEL _
SEE ELEV.
N
o
J
e
E
117
IL %x4
x 1' -0"
Lo
i=
Co
O
N
0
a
L !
a
0
rn
3
v
0
rn
1
co
N
I
0
/
0
N
N
Q.'
/
N
H
U
W
N
of
O
3
in
N
tC
O
3
711
8"
PANEL
II II l�
d j
A DT M 's NOT SHOWN 'SHIM CTR'[
FOR CLARITY UNDER
CAZALY
ERECTION CONNECTION
/— C.I.P. TOPPING
(NOT BY STRESSCON)
a ' ®� T.O. TEE
SEE PLAN
b N
I p
C)
r
i Ivvvl
%" x 3" x 0' -5"
MASTICORD PAD
8" 4"
PANEL ' LEDG ff
I 117
CTR'D ON TEE LEG
SEE ELEV's. FOR
(L OF PLATE
v
d e
PLAN VIEW
- -- NOTE: - --
WELD ONLY (1)
LEG 0 EA END
ALTERNATING LEGS ( *)
164
PROJECT:
MOUNTAIN VIEW mm. Bf` °"'E cw° By' °"'E
FDG JTP
2 /12 DRP
c�- rv�ccr -AF mo.
- - - --
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
H
SEE ELEV. =
m
N
n
'ice
118 1' -0" ¢
�� /2x4 12RB12
x 1' -0"
RECESS 3 /4"
E
to
Lp
r-
W
0
Cl
O
0
o+
0
0
i
0
0
c
v
/
U
W
N
O1
O�
3
D
N
tG
O
3
J
� V
P- Fl RECESS 3 /4 "
CTR'D ON TEE LEG
SEE ELEV's. FOR
I. OF PLATE
164
It 2 x 2 1 /2
x 1' -8"
-4I i
ERECTION CONNE
C.I.P. TOPPING
(NOT BY STRESSCON)
6
1 ® 9� T.O. TEE
SEE PLAN"'
= N
O
I p
O
% "x3 "x0'-5"
MASTICORD PAD
PROJECT:
MOUNTAIN VIEW DwAr- sy` DATE CWK'° BY: DATE
FDG JTP 2 /12 DRP _
CTOCCCr�
VAR im NO. �s
- - - - --
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 51.6
A
—
—
F507
— — - - —
- —
WELD ONLY (T)
14 x 0' -3" �/4 2��
LEG 0 EA. END
ALTERNATING LEGS (•)
D�T�'s NOT SHOWN UN 'D
ERECTION CONNECTION
LOCATION
FOR CLARITY CAZALY
SEE ELEV. =
m
N
n
'ice
118 1' -0" ¢
�� /2x4 12RB12
x 1' -0"
RECESS 3 /4"
E
to
Lp
r-
W
0
Cl
O
0
o+
0
0
i
0
0
c
v
/
U
W
N
O1
O�
3
D
N
tG
O
3
J
� V
P- Fl RECESS 3 /4 "
CTR'D ON TEE LEG
SEE ELEV's. FOR
I. OF PLATE
164
It 2 x 2 1 /2
x 1' -8"
-4I i
ERECTION CONNE
C.I.P. TOPPING
(NOT BY STRESSCON)
6
1 ® 9� T.O. TEE
SEE PLAN"'
= N
O
I p
O
% "x3 "x0'-5"
MASTICORD PAD
PROJECT:
MOUNTAIN VIEW DwAr- sy` DATE CWK'° BY: DATE
FDG JTP 2 /12 DRP _
CTOCCCr�
VAR im NO. �s
- - - - --
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 51.6
A
F 5 - 0 - 7 1
14 x 0' -3' 1 / 4 2�% 7
10
PAN L
D.T.'s NOT SHOWN U NDER
.D FIREPLACE
FOR C- LARti� - - - - CAZALY - - - - - -
ERECTION CONNECTION 163
k2x2
x 1' -6" a BLOCKOUT
a
5 "x1' -0"x1" DEEP
5 0 .
CTR'D ON TEE LEG
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. FIN FLOOR
_4_
B.O. PANEL
T.O. TEE rM
a
►
C-) —�
SEE PLAN
r
04
:-
O
J I I /I f l
a
It % x " 4
E
°0
a
I
x 1 -O
506
w
% "x3 "x0' -5"
F
_
— — - - — —
MASTICORD PAD
o
WEID (
10
N
LEG 0 EA. END
06
ALTERNATING LEGS (.)
PAN�L
0
— — - - — —
IQ 130 RECESS 2
o
ERECTIOLOCAPO
CTR'D ON TEE LEG
SEE ELEV's. FOR
- - - --
Z OF PLATE
cm
ej
r�
CD
r�
_ _
O
N
I
o
i
163
I
Vi
a
4 "
PLAN VIEW
ROJ .
oc
/
v
W
N
00
U
3
fm
N
t0
O
PROJECT: MOUNTAIN VIEW
DATE
ccro W. DAN
i
FDG JTP 2/12
DRP
c� -occc� -TIN
xe "m
79
Noi
EVISIONS
DATE
— . - - - - --
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
06-4101
S .6
F 5 - 0 - 7 - 1
J4 x 0' -3" ��4
- -- .NOTE; - --
WELD ONLY (1)
LEG 9 EA END
ALTERNATING LEGS (•)
am ` C PANEL ��
D.T.'s NOT SHOWN UNDER "
FOR ttARIi r - - - - _ CAZALY
ERECTION CONNECTION
165
a le 2 x 2
C.I.P. TOPPING
x
(NOT BY STRESSCON) ► ( a FINISH FLOOR
B.O. PANEL
T.O. TEE ®� SEE ELEV.
EL.= 247' -03/4" _ I I G h a=
:_
0
In
Co rl
N
06
O
0
3
0
I
0
I
0
v
0
c
.
U
W
3
a
N
t0
Co
3
II I II
00 ►I II
C) II a I OMIT DT ONE SIDE
- - -- �JI a I � - - - -- ®SIM. SECTION
130 109 a 506
le%x4 IE%x8 3/g " x3 "x0' -5"
x 1' -0" x 1' -0" MASTICORD PAD
RECESS 2 RECESS 23/4" Er TYP•
® SIM. SECTION PANEL
P- 109 RECESS 2
CTR'D ON TEE LEG
SEE ELEV's. FOR
C OF PLATE
= oo
I
165
4"
TYP. PLAN VIEW
PROJECT:
MOUNTAIN VIEW °RWO• W. DATE CHWO W. DATE
FDG JTP 2/12 DRP
croccc� -n�v "o. 80 -
.._ - - - -.
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.6
E
0
O
O
N
00
O
<L
a
tT
3
0
01
tG
N
I
0
v
0
c
v
N
/
N
U
W
t/)
tT
3
O
N
t0
O
dl
0
i
No.) REVISIONS
l•&E [•i
T.O. TEE
N SEE PLAN
ORWG. 9Y: DATE CWD BY: DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2 12 DRP
cra�cc�� -n�u NO. $,
.. - - - --
DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101 S • 6 f
124 13-
X 8"
x 1' -0" PANEL
J
0 W s
W Z
d
E
0
to
ri
Lu
° O
N
O
<L
D
0m
a
v
0
LA
co
I
0
0
c
d
v
N
/
U
W
N
N
Ot
3
in
N
co
O
0
i
540
F-%x6
x 0'-9
716
5 /16
° R R
R
_ I
N W II II
� II a II
II
I1 dI
II II
II Al
II II
11 II
all 11
a 11 I I
41/ i I
it II
11 II
il- II'
u u
S
d d
W
Q
d
d '
V/ex6
x 1' -0"
PROJECT MOUNTAIN VIEW DRWQ. BY. DAIS CHK'D BY: DWE
FDG JTP 2 /12 DRP _
CTOCCGrf'!N NM s2
.� . .
No.1 REVISIONS DATEI ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.6
D
919 3"
508
, /16 3 112 x 0 4 4
r Q
183
% x 6 3/6 2
4 L O_
2 � 3
T.O. SLAB
�, EL.= 207' -2„
>_
o
Lil
CD
O
N
cli
a
L2
3
CD
cn
7
I
I
0
0
d
o:
/
W
N
01
3
0
N
CD O
a�
i
n
10" PRECAST b II =1II- 1 =1 I -1I
STAIR � � II II III I I� I <r _ �
T.O. WALL z
11 =11. � I
EL.= 206' -3Y2" 11 111 1 C.I.P. TOPPING
(NOT BY STRESSCON)
I I I I 11 =1 = III —I I I
T.O. LAB
° ° EL.= 5'-
531 u a a
8'x 4 x 0 -5 " a o g
SHIM STACK ° N
(2) /STAIR °
I °
W
109 a 70 ?o z a
It 3 /g X 8 a OU J
x 1' -0'
°
101 I ° 1 /8 ' x 2" x CONT.
' 8 KOROLATH STRIP
x0'81
4 " 8" 4 " L /
PANEL ONT. 6e COrL�'ht�er F� f7YGVio&v
1' -0" LEDGE f i oi!/ p✓AA 44 c a eeh
(NDT >D A S sflawN)
DRWG. W. DATE CHK'D W. DATE
PROJECT: MOUNTAIN VIEW
FDG JTP 2 12
JOB NO.
84
_ .. - - - --
REVISIONS DATEI ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE .06-4101 S 1.6
D
1' -0" 508
9" 3"
1 /1 6 3 1/2 x 0 6 4 4
r 4
183
a a
3 �fIF
x 0'8 8" 6 '/1 2 tGf
rG i rc
a
c / T.O. SLAB
a \ a a a — — — — IN EL =207'-2"
C —
10" PRECAST \ o I I I I I I� I I I I =1 I
STAIR I � II IIIIIII� Il,�ill to
T.O. WALL 11 =11 �D
EL. =206 —3 /2" C.I.P. TOPPING
a.
(NOT BY STRESSCON)
I I I I 11 =1 -I I I -1 I
— —
E
0
N
CO
LEI
0
N
cli
0
Co
CD
N
I
0
i
0
/
W
/
c
3
/
N
(O
O
0
n
T.O. L
�L a a EL.= 5'—
8 " 4 x 0'- 5 " = =.0 a° 2 m
SHIM STACK ° N
(2) /STAIR 4 a °
I °
109 w
a 7D `0 Z m
ui
IE % x 8 0
x 1' -0"
a
101 I o 1 /8" x 2" x CONT.
3 /9 x 8 I KOROLATH STRIP
x 0' -8"
4" 8" 4"
G"� COrI.4 -mcia✓ A o ' prr i
PANEL ONT.
, LEDGE
( ,Vo, t,,g 4S s MOwN)
- DM. BY: DATE CFNC'D W. DATE PROJECT: MOUNTAIN VIEW
FDG JTP 2 12 _
crocccr 1ju " Nm
Am $4
- V• m-- m w
REVISIONS DATE1 ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.6
E
O
n
i.i
F
0
N
C
0
w
Q
0
cm
3
0
0
O
O
C
d
.
/
N
H
U
W
N
N
C�
3
D
/
N
cC
O
0
i
0
508
111 3 /6 x 4
x 0' -4" 3 16
')
. rr
(� % x 8
X 0' -8"
3 lt-�+
3 /16 V 2
?T.O. SLAB =� ® of
EL— 208' -0" _ m
O () <
V
1 /6 " x 2" x CONT.
KOROLATH STRIP
a -
d 0 a
r
d a
d
a
a
I °
d d I �. d
Z : a ii
H x
508
3/6 2 IE % x 4
x 0' -8"
/
3 /16 V 3
C.I.P. TOPPING
(NOT BY STRESSCON)
® c�
m T.O. TEE
EL= 208' -5"
00
116 I Cl
r Cl
2' —g
30IT35
3 /6 x 5 x 0'-5"
COTTON DUCK PAD
PROJECT: MOUNTAIN VIEW DRWO. BY: DATE CHWD W: DATE
FDG JTP 2 /12 DRP
CTOCCGI mot' Im .e NO. a s
..
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
S 1.6
V " V -2" "
508
7" 7" 3/ 8 2 Ill % X 4
X 0 - 8 "
101
508 Ill % x 8
I- % x 4 x 0' -8" 1 3 / 16 3 1 /2
x 0' -4" 3 /s 31/2 C.I.P. TOPPING
(NOT BY STRESSCON)
c� ca
3 /1 6 2 m T.O. TEE
T.O. SLAB =M ®� .
EL= 208' -5"
EL= 208' —O" a 1 Do
m Lo
N 4.0 116 C)
o r
tp CV
70 � a ° o
0
a
x 2" x CONT.
N KOROLATH STRIP 3 /e x 5 x 0' 75"
o COTTON DUCK PAD
v
O
30IT35
3
0
0
N
O
O
r
C
offm or
d
d
N Q'
F�
V
W
N
ao
O�
3
O
N
r O
O
PROJECT: MOUNTAIN VIEW °"'E"° 9W- °"'E
i FDG JTP 2/12 DRP
CTOCCG/�'AN im NO. as
ARCHITECT AND STRUCTURAL PRECAST CONCRETE 06-4101
503
I/I6 3 Z /4x4
x 0' -8"
508
IE % x4
x 0' -4" 3 /16 31/2 0
1/16 V 2
C.I.P. TOPPING
(NOT BY STRESSCON)
_►�, 0 m T.O. SLAB co 4. 7 » a m EL= 207' -6%
Qo �
° a a (/)
3 / s 2 33 8" 4»
x o
M
cal
T.O. SLAB ®o!
EL= 205' -3" m °
to°
cn
70 _ ° v _
E
ID
W
0 0
N
cd
cr
0
.o
0
3
Co
I
N
I
0
v
0
d
09
Of
/
U
W
N
q
O�
D
/
N_
tD
O
N
0
3
1" 1' -0"
548 12RB40
L6 x6x 3 /4 "
549 x 1' -0"
3 /6" x 4" x 0' -8"
MASTICORD PAD
T.0 SLAB _
EL= 205' -3"
to
'/16 6
70
1 /6" x 2" x CONT.
KOROLATH STRIP
11411
548
T.O BRG. ANGLE
r EL= 204' -6 %"
1' -0"
548
PROJECT: MOUNTAIN VIEW DRW`' W. ° "' E CHWD O: °"'E
FDG JTP
2/12 DRP _
MAW im NO.
- - --
N0.1 REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
A
1
F5
3 /1s 2 \Ill % X 4
x 0' -8"
C
"7"X7' ,1°
`co
508
It 3 /8 x 4
x 0' -4" 3 /s 3 1 /2
E
cc
L
3
H
n
cs
cs
O
.a
li
a
3
in 0
0
I
0
0
.
of
cn
W
N
Om
3
N
CD
O
N
0
/
J
3 /1s V 2
M
I ~
M
T O SLA
EL= 205' -3"
m
N c
70
1 /s" x 2" x CONT.
KOROLATH STRIP
4 "
a
101 °
le 3 /s x 8 I
x 0' -8"
°
o .
I
°
d °
a
a
°
Q -
a .
° a
a
a 11
° ° M
e
a
d
a °
I
a °
0
2' -6"
30IT63
- '/1s V 3
/ L 4x3x'/
x 0' -7
m T.O. TEE
EL= 208' -5"
z m
133 cD o
1e 3/8x41/2 r O
x 0' -7"
% x 5 x 0' -5"
COTTON DUCK PAD
101
Ill % x 8
x 0' -8"
PROJECT: MOUNTAIN VIEW DWWG. U`` aW C`*° BY` DAN
FDG JTP 2/12 DRP —
No REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
n
1
E
0
co
r�
i=
C)
0
N
it 0
�.i
a
0
o+
a
-a
6
rn
I
co
O
N
I
0
0
c
v
0
N
U
W
N
N
Q1
3
/
N
co
0
a
i
J
Li
I % p 1tkT �! y
N
T.O. SLAB
EL= 207' - 65/8 "x� g ° G
N
CONTRACTOR NOTE:
MATERIAL NEEDED
TO FILL —IN HOLE
7
No
It % x 8
x 0' -8"
clP
w A <<
503
3�f3 3 f_ /4x4
x 0' -8"
�M�IDH `ff
2' -0"
24RB24
q• 2 0-0 a
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. SLAB
M T.O. R —B
s
m EL= 205' -3"
d � N
°
O N
I m
70 N N
DRM. @Y: DAIS CHMD 9Y: DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2/12 DRP
CTOCCCrI'/N JW ND. is ,
_� - - - --
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE . 06-4101 S /
°
G
a
4 ,'
a
a
G
I
G °
c
°
a
°
a
o
°
G
°
a
2' -0"
24RB24
q• 2 0-0 a
C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. SLAB
M T.O. R —B
s
m EL= 205' -3"
d � N
°
O N
I m
70 N N
DRM. @Y: DAIS CHMD 9Y: DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2/12 DRP
CTOCCCrI'/N JW ND. is ,
_� - - - --
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE . 06-4101 S /
F 5 _ 03 1
16 3 R 1 /4x4
x 0' -8"
°
3 /1 6 V 2
° C.I.P. TOPPING
°
(NOT BY STRESSCON)
t Z
508
It 3
= M ®� T.O. SLAB
x 4 3' o L a o m EL= 208' -0"
x 0'-4 /6 3/s =
M N � ° ° '48 x 2" x CONT.
T.O. SLAB = M ®� — // KOROLATH STRIP
EL= 205' -9" _ o S ° -
a
n
d
a
70
548 12RB40
L 6 x 6 x 3 /4 "
549 x 1' -0"
%" x 4" x 0' -8" 141
MASTICORD PAD
548
AT.O. SLAB _ _
EL= 205' - 9" '\_
E
0
In
co
H
0
0
N
0
0
3
cn
s
/
0
cz
N
V
W
N
al
rn
3
D
N
t0
0
/
0
3
J
Dm. BY: DATE c"") w DATE
PROJECT MOUNTAIN VIEW
FDG JTP 2/12 DRP —
CTnCGGr�7AI " mo. 90
0 AN •
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101
#9 REBAR
— 11U —X NMB
SPLICE SLEEVE
E
0.
LO
CV
lil
H
n
O
O
N
(O
0
v
0
Ui
0
I
I
0
a
d
/
N
H
v
W
N
N
3
0
/
N
O
.a
i
■
A
OUTLET
INLET
GROUT ANCHOR BOLT
SLEEVES SOLID AFTER FINAL
ADJUSTMENT OF #9 BARS
o, T.O. FDN
EL = 192' -4"
EL = 194' -0" 0 SIM
C.I.P. FOUNDATION
NOT BY STRESSCON
VARIES
SEE ELEV'S
EQ , _ EQ
SS MORTAR
GROUT
0
D
r�
1 x4x0' -4"
SHIM STACK
(2) PER PNL
T.O. REBAR
EL= 193'-2
(CRITICAL) prior to
erecting panel typ.
EL= 194' -101/2" 0 SIM
= O
V)
s
r
a
M
W
10 �a-
o
o_
DAYTON /RICHMOND
D -1 —S ANCHOR
BOLT SLEEVE
0 4101 —E
i #9 x 4' -10"
iv w /90 HOOK
® END
(PROJ 1' -6 ")
2. —0
ERECTOR NOTE:
Cut bars from 1' -6"
projection down to
Elevation = 193' -2
Elev = 194' -10 0 SIM
(CRITICAL) prior to
erecting panel typ.
09M or w� aac'o m w�
PROJECT MOUNTAIN VIEW
FDG TDW 2 12 DRP _
�...
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
o z 7
a
to
E
0 .
in
lt
N
L;j
0
0
N
co
0
Li
Q
0
LT
Lo
0
Ir
i
0
I
0
/
a
N
N
/
Ln
F
U
W
N
M
LT
3
Cl
N
t0
-
/
d
0
i
4" 4"
8
PNL
PROJECT MOUNTAIN VIEW I ORXKi. BY:
FDG TDW 2 121 DRP
c ff- jcc� -n�v
REVISIONS I DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
540
0/g X 6
x 0'-9"
TYP
ag
DATE I CW Or DATE
"NO.
nF) -41 n 1
92
sl.7 V/
E
.n
N
0
N
M
L2
im
Lo
0
N
1
0
0
c
0
v
/
W
V1
m
rn
3
N
tG
O
0
i
n
3/1 V 2
503
P-, /4 ' X 4 �
x 0 —8
CIP TOPPING ---�
NOT BY STRESSCON \
L
CD
n
N
O
N co _I
�N
l "
REVISIONS
" 10
6" 1 4"
STL BM &
CONN NOT BY
STRESSCON
d d 5
°
cn CD
co
n
d
I
- - - - -- IE3 /s1x 8 a. d° 200 � iv
x 0' -8" / 2 X 1 —0
T2'— n,P x 1' -4"
12 (SEE ELEV
x 0" 4 . �� : d . FOR LOC'S)
d
4
'd
532
. o
MASTICORD PAD
1 /2 x 6 x V-11" T.O. PILASTER
d EL = 203' -2
a
155 aIdl�
It% x 8 a
x 2' -0"
d .
8"
PILASTER
DFtY/D. BY: DATE CHK'D 9Y: DATE
PROJECT MOUNTAIN VIEW
FDG TDW 2/12 DRIP _
CTOCCGrrim .m ND. 93
..
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 — 4101 S 1.7
" 10
6" 4"
E
a
N
CD
0
O
N
0
tm
0
r
0
N
O
O
C
N
N
F
U
W
N
q
O�
N
tD
O
N
0
0
3
7
No
502
I-' /s x 4
x 0' -4" w/
(2) #4 BARS
CIP TOPPING
NOT BY STRESSCON
Y4 V 3%
a.
a
a
d
a
d
d
MO
= rr
N 0
a�
101
I -' /g x 8
x 0' -8"
#4 HAIRPIN
AROUND STUDS
ON PLATE
6 "
a �I
DT OR P/C SLAB U
a
PROJECT MOUNTAIN VIEW DRW. sy: ° "' E CWD ffy` DATE
FDG TDW 2 12 DRP
cro�ccir- -n�v im mm 94 -
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 106-4101
E
n
co
lt
CV
la!
i=
n
O
O
N
AO
O
.G
li
O
m
Lo
3
1
0
N
I
0
v
0
c
d
v
.
N
U
W
N
I
3
/
N
CD O
N
a
0
i
n
N
i�
CIP TOPPING
NOT BY STRESSCON
_ N
O m
I �
s�
I
r
PROJECT MOUNTAIN VIEW
GTOCCCrf'fA/
�/ w
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
0' -9"
PAD
DM. 9Y: DATE OWE) Br. DATE
FDG TDW 2 12 DRP
06 -4101 S1.7 ✓
E
CL
N
liJ
i=
n
O
O
N
tp
O
a
L!
W
0
3
ui
0
I
0
N
I
0
a
0
c
m
v
d
U
W
N
tll
O�
3
/
_N
t0
O
N
a
0
i
PROJECT MOUNTAIN VIEW
STL BM NOT
BY STRESSCON
BM BRG SURFACE & CONN
NOT BY STRESSCON
CTOCCCr�'I/V
..
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
mm. 9Y; DATE CWT BY:
FDG TDW 2 / DRP
.m mm 'ss
S� 7
(1C, -d1 01
DATE
jJl
F5
Z % x 4
x 0' -4"
3/l 6
3/1 6
VARIES
SEE ELEV'S
2
2 "
31/2 REC
539
1 " x 4 x 0' -4"
SHIM STACK
(2) /PNL
E
a
CV
lal
F-
n
O
O
N
t0
O
.G
u
i.F
a
0
o+
3
�v
ui
0
I
n
0
N
i
0
v
v
c
m
v
D:
F-
U
W
N
c"
3
O
N
to
O
.o
0
i
on
u-
fi
j� T.O. WALL
EL.= SEE ELEV'S
m .
70
= O
N C.D
r °Id
PROJECT MOUNTAIN VIEW DM. ft DAIS CWD Dr.
FDG TDW 2/12 DRP
GT O�ccr -n�v NM ES 17 REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 - 4101
DAZE I
E
a
n
CV
tal
n
O
O
N
t0
O
a
!
O
o�
3
Lo
O
I
O
N
O
O
C
d
ai
/
U
W
N
/
m
Ow
3t
3
D
/
N
co
O
0
F=
r
i
PROJECT MOUNTAIN VIEW
�rarc�c� -nti
.. - - - -.
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
JCL JLI.I VLl J I .:7
FOR CONN INFO
am. 9Y: DATE I CHK'D 8Y:
FDG DW 2 12 DRP
im Hm
FeTal W we I
10
DATE
.;
E
n
n
tV
w
0
0
N
co
O
L 2
0
o,
#
Co
Co
0
N
O
O
C
d
.
d
/
N
U
W
N
O+
D
N
t0
O
/
0
i
VARIES
SEE ELEV'S
12" WIDE 102
POCKET RE 1 1 /2 x 2
p4 " x 1' -4" C.I.P. TOPPING
(NOT BY STRESSCON)
T.O. TEE
_ = SEE PLAN
c_V
> ° �-
� _ o
r- o
It % x 4
x l'-o" °
3 /8" x 3" x 0' -5"
MASTICORD PAD
PROJECT:
MOUNTAIN VIEW mm' W. DATE `w'D �: °"'E
FDG TDW 2/12 DRP
GTOCGCr"�7N im "°• gg
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.7 J
7' _ 7
BM NOT
STRESSCON
E
a
N
CD
0
0
N
0
ui
a
0
v�
L0
0
i
n
0
N
I
0
0
c
d
v
.
N
CC
N / N
1'-
U
W
fn
N
C�
3
/
N
fD
O
a,
0
i
J
�1 No.l REVISIONS
PROJECT: MOUNTAIN VIEW
GTOCCCr/7/V
DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
STL BM CONN
TO PRECAST
NOT BY STRESSCON
DRM. BP DATE CHK'D Ml
FDG TDW 2 /12 DRP
(l r- —A 1 f1 1
DATE I
100
S1.7
E
rn
w
O
O
N
M
L!
0
3
Lo
0
0
N
O
d
O
C
d
in
d
Q'
uj
W
N
fq
O
3
N
t0
O
m
0
3
9
T.O. STEEL
SEE STRUCT. DWGS
o T.O. f .
`DEL.= 247' - 2 �1
101
Ill % X 8
x 0' -8"
REVISIONS
PROJECT: MOUNTAIN VIEW
a
° STEEL BEAM, HARDWARE
a AND CONNECTION
(NOT BY STRESSCON)
a
a
ten
O
PANEL
cT O�cc� -a Ar
w
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
DFNM BY. OATS cwo BY.
FDG TDW 2 12
im «o. ( ES1.7
06 -4101
are
C
1 - 0" 1 1 -o" 1 —o" 1 - 0"
503
s 2 1 /4 x4
x 0' -8"
26" WIDE
BM PKT
e
107
V/2 x 12
x 2' -0"
i
N
SIN
:o °o
_I
CIP TOPPING
NOT BY
STRESSCON "
to
I
d d a , d• d
.101 °
d Iels X 8 -
518 ° a x 0
N io /s" KOROLATH a ° �! c ° .d
�- BRG STRIP a I a
c0 4 d d d d ' -.
4 d
O
.G
Li
I
o
a
3
ui
0
n
0
N
O
O
C
Q.'
U
W
N
ai
rn
3
N
FIN
--
M
WAS
No. REVISIONS
571
1 /2 " X9X V -11"
MASTICORD PAD
Dm. 9Y: OAX CW*D BY: DATE
PROJECT MOUNTAIN VIEW
FDG TDW 2 12 DRP
CTOGCCrr'fN im HD. 02
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
E
CL
N
F
r`
S
N
t0
O
u
4
0
3
0
I
n
0
N
I
O
0
ul
i
N
H
U
W
N
m
O�
3
N
t0
O
0
.1
A
1
D
5" 7" 7" 5"
503
(- /4x4
x 0'-8" 3 �s 2 BLKT
107 — f
I�Y2 x 12
x 2' -0"
s
-- - --- -- d I.I
p I I II IVJ_1 'W
p l 11 ;; Il d E 3 /6 1 x 8
o 1
IN 1 11 p °(I x 0'-8"
( m .9��11 a pull
N gIIII 1.. p��II 120
pi.ill .
r o p ii.11 ° piill d. E % x 12
x 2' -0"
• � d 111111° � �. p ll�l .
d d �Ilp
r ICV
571
1 /2" X 9 X V -11"
MASTICORD PAD
I
106
IE 3 /4 x 14
x 2' -0"
I
1" 1' -0" 1' -0" 1' -0"
3 /16 V 3
P/C WALL
r
2' -0" X 8"
PILASTER
CV m
PROJECT: MOUNTAIN VIEW ORWO. Or DATE CHWD Br: DATE
FDG TDW 2 /12 DRP _
CTOCGCr"I7A/ No. 1 03
No.1 REVISIONS IDATEJ ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 106-4101 S 1.7
8"
WALL
#9 REBAR 1 114 4" lk
9U -X NMB
SPLICE SLEEVE
OUTLET
SS MORTAR
GROUT
INLET
E
CL
lt
CV
4J
n
0
O
N
c0
0
.c
0
a
0
rn
3
v
Sri
0
I
n
0
N
I
O
O
C
N
.
/
~ N
U
W
N
in N
3
/
N
t0
O
0
3
, C a +l
°: C-)
CL F=
e Fy'
rn U
a
M
N
I � O
539
1 x4x0' -4"
° SHIM STACK
o (2) PER PNL
a
d
a
m
3
PROJECT:
MOUNTAIN VIEW om, W. DAN CW'D BY: DAM
FDG DW 2/12 DRP _
GTOCGCr�'fN J NO 104
�...
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 51.7 J
E
a
N
4I
n
O
O
N
t0
O
m
a
0
Lo
0
1
0
Ul f
0
v
0
N
0
cr
/
N
U
W
fn
y
O�
O
N
Q
O
fA
rZ
ti
CIP TOPPING
NOT BY STRESSCON
i
to
N_
I m
Of
a�
I
rLmly vir_vv
507
#4 x
0' -3"
mm. BY DA'm cw'D 9Y: DATE
PROJECT: MOUNTAIN VIEW
FDG TDW 2 12 DRP _
_ .. - - - -.
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-410,
51.7 J
�o
_o
z
%x3x0' -9"
MASTICORD PAD
4
502
08 x 4
x 0' -4" w OMITT DT & CONN
(2) #4 BARS ��4 31/2 a THIS SIDE ® SIM
TYP
a
CIP TOPPING a
NOT BY STRESSCON a m o
_cr
cn 0
a r--
E
CL
a_
:r
0
C4
0
0
3
0
r
I
cq
CK O
N
I
0
0
c
v
m
U
W
N
m
tT
3
N
to
O
O
i
T`
I II, II.
a ll I
DT OR P/C SLAB -
TYP
E% x 8
x 0' -8"
(OFFSET PL'S TO MISS)
#4 HAIRPIN
AROUND STUDS
ON PLATE TYP
6 " 1
ORWD. Bt: DATE cw'D BY: DAIS
PROJECT MOUNTAIN VIEW
FDG DW _ ?/12 DRP
NM
GTOCGGr/7N 1 os
No. REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1
o n 1 n
WALL
3/ 6 V 3
E
CL
w
1=
0
O
N
0
vu
a
Co
I
CR
0
N
1
0
v
0
c
v
/
U
W
N
y
o+
3
D
N_
tG
O
i
r
�. N F508
6 2 1UYB x 4
x 0' -4"
539
1 x 4 x 0' -4" —6
SHIM STACK 2 /PNL 4
® JT LOC'S
d w
_ FIN. FLOOR
_ 4 EL. SEE ELEV.
°
d m
: 6.
% 0
T.O. BRG
SEE ELEV'S
a
70
531
°
1 /2x4x0' -5"
MASTICORD PAD
129 a
E / /2x 10
x 0' -10"
519
6 7 1/ 2. L8 x 6 x 3 /4
x 0'-8"
PROJECT:
MOUNTAIN VIEW ORM BV (WE CH" Del wTE
FDG TDW 2/12 DRP _
CTOCCGr'�7A/ im "m o�
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 0 6 — 4101 S 1.8
8"
PNL
M
E
CL
a
W
S
N
Q
O
li
PROJECT. MOUNTAIN VIEW
YYLLU
PLANT
WELD
Cn
3
v
C
N
1
c q
O
N
O
O
C
N
N
N
H
U
W
N
m
Cn
3
N
�O
O
0
0
i
u-
CTi�CGCrI7N
..
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
om. BY. DATE CWD W. DATE
FDG TDW 2 /12 DRP
im NO 1 08
06- 101 S1 .8
E
a
:r
lil
O
O
N
(O
O
0
0
N
O
N
O_
O
C
V
N
d
O.'
1--
v
W
N
m
rn
3
N
t0
O
m
0
3
J
u-
REVISIONS
PROJECT MOUNTAIN VIEW
cro�c�� -n�u
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
540
3/x6
0' -9"
YP
mm. W. VAN CWD Or.
FDG TDW 2 /12 DRP
JW NM ( E S1.98
06 -4101
E
a
v
W
z
0
0
N
t0
O
!
Q
3
C
i
N
i
0
v
0
M
/
w
N
/
as
3
O
N
t0
O
m
.c
0
i
r ', i' — O" 1' -0"
REC 3"
REC 3"
1 / 1 6 V 4
REC 2
!� J
v
554
IM x 5
x 1' -4"
PROJECT MOUNTAIN VIEW
CT=,== AW
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
ORM 9Y: DATE CW'D W. DAIS
FDG TDW _?/12 DRP
(1F —d1 (11
110
S1.8 f
1 1/ 2 "
522
I11% x 3 6"
5 /B 9 x 0' -6"
1 1/ 2 "
'a
178 °
RI /2 x 12
x 1' -2" a °
� o
W J
W p
a
511
W1O x 112
a x 33' -5"
5/ s 5
PROJECT:
MOUNTAIN VIEW DRM. BY: DATE CHKo W. °"'E
FDG W 2 /12 DRP _
GTOCCCr/ 1m im NO. > > >
.� . .
No. R EVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.8
E
m
�f
4i
° O
N
te
O
d
0
m
3
Cl
N
m
O
N
(
O
O
C
d
fq
N
W
N
M
3
/
N_
�o
Cl
Lu
i
#9 REBAR
VARIES
SEE ELEV'S
EQ , EQ
— 11U —X NMB
SPLICE SLEEVE
ClWWRA
INLET
GROUT ANCHOR BOLT
SLEEVES SOLID AFTER FINAL
ADJUSTMENT OF #9 BARS
OL T.O FDN
EL = 194' -6"
EL = 192' -4" ® SIM
E
n
:r
u.i
n
0
0
N
0
a
0
C.I.P. FOUNDATION
NOT BY STRESSCON
a
0
N
1
OR
N
i
0
/
v
.
/
U
W
V1
m
rn
3
D
N
lD
O
0
/
0 4101 —E
i #9 x 4' -10"
N w /90 HOOK
® END
(PROJ 1' -6 ")
2' -0"
SS MORTAR
GROUT
0
1 x4x0' -4"
SHIM STACK —
(2) PER PNL
T. O. REBAR
EL= 195' -41/2"
(CRITICAL) prior to
erecting panel typ.
EL= 193' -2 ® SIM
= O
N W
s
a
m
w
ca �
cn
0
W
CL
4101 —F
DAYTON /RICHMOND
D -1 —S ANCHOR
BOLT SLEEVE
ERECTOR NOTE:
Cut bars from 1' -6"
projection down to
Elevation = 195' -4
Elev = 193' -2 ® SIM
(CRITICAL) prior to
erecting panel typ.
PROJECT MOUNTAIN VIEW OM. BY: DATE CHK'0
FDG TDW _ ?/12 DRP
MMIWX NM
�-n�v
_ . . ______. _ E
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 1 06-4101
DATE 1
uz
51.8
T
PANEL
d
a
E
a
m
Lil
CD
N
t0
0
0
3
0
N
I
ao
0
N
i
0
v
0
c
d
v
.
N
CL'
/
U
W
N
N
3
/
_N
�D
O
n
i
■
P- x 6
x 1' -0"
lYP
a o a
E ai� a t
N W
ckf
N y
U
W �
W
124 (1
J
W
w O
V)
(O
a
4
U
O
4 W
a W
d
a a
4
4
4
a
a
- �0
(L124
� o �
J J
W
124 w o
(E'/8 x 6
x 1' -0"
TYP
D �
o � �
= N W
J
= W
00 z
540
5 /16 4�/2 x 0' X96
TYP
TYP
5 /16 V 8
Dm. we DATE CHWD 6Y: DATE
PROJECT: MOUNTAIN VIEW
FDG TDW 2/12 DRP _
GTOCCCr MAE Ha 113
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.8
F 5 - 08 - 1
06 x 4
x 0'-4"
1 x 4 x 0'-4"
SHIM STACK
(2) PER PNL
E
a
c0
i=
0
0
N
tD
O
a
li
rn
3
.
Cl
N
I
00
0
cn 1
0
/
a
fA
N
/
W
N
4 7 ,
3
cm
N
tC
O
/
0
3
9
m
R
t
i m
N
o �
= O
N 0::
�Ad
BM
PROJECT MOUNTAIN VIEW am. f: are CWT W. DATE
FDG TDW 2/12 DRP
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
8" 8 b 8"
PNL
A
1' -0" 1' -0" D 1' -0" 1' -0" �s / x 2 3
x 0' -6"
3 /16 V 3
s 4�/2 3 /16 V 2
I
E
CL
Lu
co
Cl
Cl
N
t0
O
d
ti
Q
3
0
i
CR
0
i
0
/
0
/
W
N
C+
3
D
N
c0
O
0
3
9-
503
Z
x 0' -8" 3 /1s 2
I
10 10
= 107 r,c•,
It x 12 1
f4,
x 2 - 0 " = TYP ° i
a O d a .° a r-
•` a 1-3/ . 8
a d ° d I x �' -8" TV a
da °
1"
1" 571 I
el
1 /2" x 9 x 1' -11"
MASMORD PAD
TYP
PROJECT:
MOUNTAIN VIEW DRWr,. BY: MW CWo ft
FDG TDW 2/12 DRP _
CTOCGCr MN im "m > > 5
.. w
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S1.8
WALLS
E
CL
Lal
O
O
N
t0
O
Li
Q
D
tT
3
A
C
N
N
i
0
/
0
a
�N
d
/
N
W
N
rn
3
N
t0
ul
O
/
0
i
pw
REVISIONS
PROJECT MOUNTAIN VIEW
=_W7 r RAN
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
'AD
mm. or DATE CWCD Brt DATE
TpZTDW 2 /12 DRP
"m 116
06 -4101 S1.8
E
CL
to
W
O
O
N
t0
O
r'
0
m
3
IR
0
N
to
IV
O
N
O_
O
/
N
H
V
W
N
trl
P
3
O
N
l0
O
0
/
9
CIP TOPPING
NOT BY STRESSCON
=
= N
O m
I m
r co
I
i 8
•5"
2
n
1-
TYP
^ n
AD
TYP
1/4 \— 2
PROJECT: MOUNTAIN VIEW ORWD. 9Y: DATE CFN('D
FDG TDW 2/12 DRP
�roccc� -n�v
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
507
#4 x
O -3"
184
DATE 1
18 S1�
ru-mv vitvv
BM THIS SIDE
OMITTED FOR CLARITY
E
0
of
Lj
i=
n
0
0
N
0
a
L?
Q
a
rn
3
0
N
I
cq
0
N
I
0
0
c
v
V3
0
U
W
N
m
O+
3
D
N
tG
O
N
0
J
El
PROJECT MOUNTAIN VIEW
crocc�� -niv
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
DIMM W. DAM CWC'D In; DATE
FDG TDW 2/12 DRP
me "D. 118
06 -4101 S1.8
12RB18
2", 8" 2"
PANEL
E
Lp
0
F
N
ri
c
m
3
v
0
N
I
0
N
I
0
N
n
cq
N
J
O
d
0
m
0
O
LLJ
CL
CU
■
5th LEVEL
T.O. BEAM
EL.= 236'—
PROJECT: MOUNTAIN VIEW
CT'OCCCr� FAI
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
x
m
I �
r- N
101
It %x8
x 0'-8"
d a
a s
aI
--- - - - - -- -
a
d
iv
co N
U
J -J w
w
o
101 N
J �
W
W �
W O
Ida. I _co
TUBE STEEL
HARDWARE AND '—
CONNECTION
(NOT BY STRESSCON)
F — — — — — — — — —
F- '/a x 8
x 0' -8"
T.O. TUBE STEEL
EL.= 235'- 10'/ ,)"
T.O. TUBE STEEL
EL.= 234' -2 %"
mm. or. DATE CWD W.
FDG TDW 2 /12
119
06 -4101 S1.8
8"
t A
PANEL
E
In
0
F
0
N
0
3
0
N
N
I
0
a
N
f`
d
O
CL
0
m
O
Qr
w
CJ
Ll-
I No.l REVISIONS
T.O. TUBE STEEL
EL.= 235' - 10
t bO
T.O. TUBE STEEL
EL.= 234' -2
PROJECT: MOUNTAIN VIEW Dm. @Y: DALE
FDG DW 2 /l 2
GTOCCCr�7/V 00.
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE n R — A 1 M
on DATE
°°
101
IE % X 8
Tn y
a
X — "
� O
W -�
a
w
�_ - --
-----= - --
-
(L101 `�'� -
-
Y) y
4!' .
OO
w
Lu J
V) ° u-
° Q,
TUBE STEEL
y
y
HARDWARE AND
2-
b
CONNECTION
°
(NOT BY STRESSCON)
w
o -
- -- _ - - --
-
(� 101
W
--�
Lj
W
O
x 0 -8"
I No.l REVISIONS
T.O. TUBE STEEL
EL.= 235' - 10
t bO
T.O. TUBE STEEL
EL.= 234' -2
PROJECT: MOUNTAIN VIEW Dm. @Y: DALE
FDG DW 2 /l 2
GTOCCCr�7/V 00.
ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE n R — A 1 M
on DATE
01 503
Yi s 2 I Il 1 /4 x 4
'/16 31/2 x 0' -8"
T.O. WALL
EL.= 207' -11" I =�
II
°II L - --
108 I) 101
R 1/2 x 4 II It % x 8
x 0' -8" ' Y I x 0' -8" d m
I
to M N
a I
185
°I
7 c 562
E
a
N
CO
61
m
0
N
0
rn
3
Li
M
1
rn
0
N
I
0
.t
0
�.
c
ul m
v
.
ul
/
0
/
N
c G
O
0
AI 11
Ie 1 /2 x 8
x 1' -5"
PLAN VIEW
PROJECT: MOUNTAIN VIEW DOM. 9Y: MIE CIOCD 91: DAN
FDG JTP 2 Q _
-
..
No REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.9
6
A
a
MASTIUUKU PAD
1 /2 x 6 x 0' -9"
0'
1 6
E
Ln
N
m
0
0
N
0
tn
M
1
O
c
0
:r
0
0
d
N
F
U
W
N
q
o+
3
N
(O
O
i
o '
6 2 503
3/6 3 1/2 le o4 8 „ 4
T.O. WALL
EL.= 208' -4”
(I 101
moo
R% x 8
F i in
0 1 /2 x4 II x0 -8
x 0' -8" Y Lo
04 CL N M
o II 181 � I
II % x 8
II x
rILV
562
MASTICORD PAD
184 P CK Fr 1 /2 x 6 x 0'
II? 1/2 x 8
x 1' -5"
6" 6" 0'
1' -0"
1
�SlS�
0-
PLAN VIEW
PROJECT:
MOUNTAIN VIEW DRM ft. DAM ""° W. DAM
FDG JTP 2 12
cT OCCC� —n�v No.
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S 1.9
ERECTOR NOTE:
CUT BARS FROM 1' -6"
PROJECTION. DOWN TO
ELEVATION = 192 -4
CRITI A PRIOR TO
ERECTING PANEL TYP.
6111111 �
a
a
SS MORTAR
GROUT
INLET
to
0
N
06
O
N
al
3
v
0
N
0
i
0
U
W
N
N
01
3
O
N
tD
O
V
0
3
I LH
GROUT ANCHOR BOLT
SLEEVES SOLID AFTER FINAL
ADJUSTMENT OF #9 BARS
T.O. FND.
EL.= 191' -6"
CIP FOUNDATION
(NOT BY STRESSCON)
VARIES
SEE ELEV'S
EQ , EQ
a
a
4 D
T.O. #9 REBAR
EL.= 192' -All" ° a
(CRITICAL) PRIOR TO to Lu
ERECTING PANEL TYP. I
rn
i
N �
R
r
O
4101 -E
I
N #9 x 4'-10"
W /90 HOOK
® END (PROD 1' -6 ")
2' -0"
11U -X NMB
SPLICE SLEEVE
539
1 x4x0' -4"
SHIM STACK
(2) PER PNL.
4101 -F
DAYTON /RICHMOND
D-1 -S ANCHOR
BOLT SLEEVE
PROJECT MOUNTAIN VIEW DAD. Br: DATE
FDG JTP 2 12
GTOCCGrf'fN N.
w
REVISIONS DATEI ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
BY.. DAIS
123
ERECTOR NOTE
CUT BARS FROM 1' -6"
PROJECTION. DOWN TO
ELEVATION = 187' -8le
CRITICAL PRIOR TO
ERECTING PANEL TYP.
#9 REBAR
OUTLET
SS MORTAR
GROUT
to
w
O
N
co
O
.0
ti
Q
0
M
i
0
(/ N
0
0
• N
N
/
U
W
N
41
O�
3
N
t0
O
N
0
/
r,
INLET
GROUT ANCHOR BOLT
SLEEVES SOLID AFTER FINAL
ADJUSTMENT OF #9 BARS
T.O. FND.
EL.= 186' -10"
CIP FOUNDATION
(NOT BY STRESSCON)
VARIES
SEE ELEV'S
EQ , EQ
°
a OOK
d
a
T.O. #9 REBAR o
�' cr
EL.= 187' -81h" a a
(CRMCAL) PRIOR TO in
EERECTING PANEL TYP.
a,
SO
t�
t
r—
� 4101 -E \
`y #9 x 4' -10"
W /90° H OK
® END rFROJ 1'-6 ")
2' -0"
PROJECT MOUNTAIN VIEW
11 U -X NMB
SPLICE SLEEVE
539
1 x4x0' -4"
SHIM STACK
(2) PER PNL.
4101 -F
DAYTON /RICHMOND
D -1 -S ANCHOR
BOLT SLEEVE
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
DFM. W. DATE CWD Dr. DATE
FDG JTP _ 2 /12
JOB ND 1�
06 -4101 1 S1.9
F
E
tn
In
w
n
O
N
a
0
v�
Ln
I
N
I
0
v
/
0
/
W
i
rn
a
N
t0
O
q
3
z�
n
1' -11" 200
6" 6" SIDE FS
—J1 11___11
= N
co to x� - -- I I I I I I
1 1 I I II I I G J
m
d a o0 Q
a =
� I I a
tD I I I
N
I i
114 101 PLAN VIEW
TOP BOTTOM
I
STEEL BEAM, HARDWARE '
and CONNECTION
(NOT BY STRESSCON) I I T.O. P ANEL
5th LEVEL
T 0. BEAM
EL.= 236'
509 I
L4x4 /g
x 0' -6" w/ Ill 1 / 2 122
2x0' -6" s 5 8" L8x4x
1 BLKT. x 0' -8"
%s V 3
PROJECT: MOUNTAIN VIEW om. or ° "' E `HW° BY: °"'E
FDG JTP 2 12 DRP _
CTOCCCI��'7A/ JW NO. 1 25
..
,REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S1.9 ,/
114
R - '/2 10
EL.= 237' - 10
x
200
I
I
x 1 �_0"
�
/2x12
x 1' -3" FS
101
I
I
� x8
I
I
I
x 0' -8 " %
NS
II II
�S
r-- - - - --- -
I I
�
C14
J
m
�Y
00
°
•-
N
I ����
�r
I
'/2 X 8
s
x 0' -10"
11
I I I '�-"` 1�:� ��
Q 2
4
___
C-- - - - - -- -11_
_I
-I -II - --
101
Ill % x 8
i i
521
x 0' -8"
'
'/2" x 6" x 0' -6"
MASTICORD PAD
509 I
L4x4 /g
x 0' -6" w/ Ill 1 / 2 122
2x0' -6" s 5 8" L8x4x
1 BLKT. x 0' -8"
%s V 3
PROJECT: MOUNTAIN VIEW om. or ° "' E `HW° BY: °"'E
FDG JTP 2 12 DRP _
CTOCCCI��'7A/ JW NO. 1 25
..
,REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S1.9 ,/
12RB18
PANEL
T .O. PANEL
EL.= 237' - 10
E
0
co
N
m
Lu
CD
CD
0
N
M
0
Q
0
o,
t2
0
i
0
/
0
o:
/
W
N
N
P
/
N
l0
O
0 0
/
■
Ill �/2 x 12
x 1' -3"
STEEL BEAM, HARDWARE
and CONNECTION
(NOT BY STRESSCON)
I�
is
i
- --
I°
5th LEVEL
T.O. BEAM
EL.= 236'
Co
1 /2 " x 6" x 0'— 6"
MASTICORD PAD
122
L8x4x
x 0' -8"
PROJECT MOUNTAIN VIEW
CTOCGCr'f7/V
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
DRM W. DATE CWCD W. DALE
FDG JTP - ?L12 DRIP
im m
7126
06-4101_ \,,S1.V/
F
Ic
I
BOTTOM
I
E
5th LEVEL
T.O. BEAM
' EL.= 236'—
0
N
00
taJ
n
Cl
0
N
0
v
3
Lo
M
I
o
N
i
a
/
0
d
/
U
W
N
to
Qt
3
N
to
O
0
i
509
L4x4x%
x 0' -6" w/ IE 1 /2
2 x 0' -6" 3 /6 5 8"
BLKT.
W
d a J
d ° Do Q
I I
I
� � I
CO O I
W I
J I f
= I II
t° 7.::
C-4 o X 8 I I
.-- I I
—8 I I I
R I 5� I1
11
II
it
I
11
3/16 V 3
PLAN VIEW
121 !�
111%x8_I m
x 0' -10"
521
' /Q" X 6" X 0' -6"
MASTICORD PAD
L8 x4x 1 /2
x 0' -8"
PROJECT:
MOUNTAIN VIEW om. or. DAN CW fff DATE
FDG JTP 2/12 DRP
GTOCCCrr FAF JW NM 2�
rNo.REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101
S1.9
rZ
STEEL BEAM HARDWARE
AND CONNECTION
(NOT BY STRESSCON)
�T•0• STEEL
` STRUCT. DWGS
A
D
SEE BOX FOR
PLATE CALL —OUT
E
0
N
CO
tal
O
N
0
3
Lei
t2
0
N
O
O
C
tV
LY
N /
In
U
W
N
N
tT
O
N
t0
O
0
i
I -
NOTE:
F 20 - 0 1 PRECAST EMBED DESIGNED
It 1 /2 x 12 FOR W8, W10,
x 1' -3" W12 & W14 BEAMS
F - 20 -- il PRECAST EMBED DESIGNED
ie 1 /2 x 12 FOR W21 & W27 BEAMS
x 2' -0"
PROJECT:
MOUNTAIN VIEW mm. or DATE CW° D: °"'E
FDG JTP 2 12 DRP
c�- rvcc�� -n�v NO. ,28
-.
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.9
D
D
D
{{II
I
D
O
41
jj
W
_
O I
= D
cn
®
rl . D
A
D
SEE BOX FOR
PLATE CALL —OUT
E
0
N
CO
tal
O
N
0
3
Lei
t2
0
N
O
O
C
tV
LY
N /
In
U
W
N
N
tT
O
N
t0
O
0
i
I -
NOTE:
F 20 - 0 1 PRECAST EMBED DESIGNED
It 1 /2 x 12 FOR W8, W10,
x 1' -3" W12 & W14 BEAMS
F - 20 -- il PRECAST EMBED DESIGNED
ie 1 /2 x 12 FOR W21 & W27 BEAMS
x 2' -0"
PROJECT:
MOUNTAIN VIEW mm. or DATE CW° D: °"'E
FDG JTP 2 12 DRP
c�- rvcc�� -n�v NO. ,28
-.
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06 -4101 S1.9
E
D
l0
N
GO
Lil
M
CD
O
N
M
a
Li
Ct�
3
.
M
Cn
O
N
O
T.O. PANEL
EL.= 237' -1
OIL T.O. STEEL
SEE STRUCT. DWGS
r ((}}p
^ICV lf- - - - --
D
o p
W. 1 /2 x 12
x 1' -3"
.p
1i
STEEL BEAM, TUBE STEEL
HARDWARE AND CONNECTION
(NOT BY STRESSCON)
PROJECT MOUNTAIN VIEW Dm. ur DAIS CWD
FDG JTP 2/12 DRP
_ _ E
REVISIONS DATE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-410,
DATE
E2
M
0
W
0
O
N
M
u
t�
a
0
m
3
M
1
rn
0
N
I
0
v
v
c
v
d
/
N
V
W
N
a�
O�
3
N
tC
O
0
0
3
8 1n
T.O. STEEL
SEE STRUCT.
0
STEEL BEAM
HARDWARE AND CONNECTION
(NOT BY STRESSCON)
PROJECT MOUNTAIN VIEW
R /2x8
x l' -1"
_ CTOCCCr�"7A/
EL w
REVISIONS J DAXE ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE
T.O. PANEL
EL.= 238'—
NOTE:
PRECAST PLATE
and STEEL BEAM
NOT SHOWN
FOR CLARITY
DRWD. W. DATE CHK'D BYo
FDG JTP 2 /12
" NM CS1
06 -4101
DATE
E
C
M
O
r
O
O
N
M
.a
A li
Q
m
3
v
Lo
M
I
O1
O
N
I
0
v
— o
c
0
v
0
N
H
V
W
N
m
O�
3
N
�O
O
0
i
T.O. PANEL
EL.= 237' -10
OL T.O. STEEL
"F SEE STRUCT. DWGS
E /2x 12
x
D �
•D
CHANNEL, TUBE STEEL,
HARDWARE AND CONNECTION
(NOT BY STRESSCON)
PROJECT:
MOUNTAIN VIEW om. u: WE CH" O: Ooh
FDG JTP 2 12
.�
REVISIONS DAB ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S
D
E /2x 12
x
D �
•D
CHANNEL, TUBE STEEL,
HARDWARE AND CONNECTION
(NOT BY STRESSCON)
PROJECT:
MOUNTAIN VIEW om. u: WE CH" O: Ooh
FDG JTP 2 12
.�
REVISIONS DAB ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE 06-4101 S