HomeMy WebLinkAbout06120009.18ri
WALL BEYOND 3 PAVEMENT /CONC -
SEE CIVIL DWGS
CONC SLAB
T SLAB
+(SEE PLAN) •' .•
co
AA
EXP JT MATI
Rg
T 18'
(SEE: PLAN) 15 x �N 012' OC
PERIMETER INSULATION
- SEE ARCH
fix L12
048' OC
77
4
CONC WALL FTG (WF) -
TYPICAL SECTION AT OVERHEAD DOOR
SCALE: NTS
SECTION
DET012_26125
-DOTING
¢5 VERT EVERY
UT ALL CORES
HEIGHT
T
-(SEE PLAN)
SCALE: " = 1' -0"
;Y4* DET013_26125
1 1
« 1
`7
r' • « :�: go. O
.Ra m 1 «
/
ALTERNATE
TYPICAL SECTION AT OVERHEAD DOOR
SCALE: NTS
DET019_26125
COLUMN -OB/S402
ANCHOR RODS i i✓
WITHIN TIES
T
0 H 11 m +(SEE PLAN)
N �
u u
u u
CCt�IC PIER
04/S402
N PIER VERTICAL REINF
SEE SCHEDULE
N
FM= , •
CONC FTG
° +(SEE PLAN)
:.:d;: '
e
TYPICAL PIER ELEVATION
SCALE: NTS
NEW C MU WALL
COAT w/ BONDING AGENT
CONC WALL FTG (WF) J
FTG REINF
DRILL AND SET #5x1' -8" 0 12' OC
W/ HILTI HIT HY15D -IC E/MAX
ADHESIVE TO BOND IN EXISTING
WALL FOOTING
NEW TO EXISTIN
SCALE: NTS
ANCHOR
ROD
HOLE
DIAMETER
EDGE
DISTANCE
)CO
lX6 4
Of
1'4
2"
1474
1'4
WO
2'
0670
1w4
2Y'
1470
1 INC4
247
1}¢74
2 04
3'
274
24"4
47
ageg
~ gfi
4
AV
C)w =
i
FDN -014
BEYOND (E)OSTING)
EXISTING WALL
AND FOUNDATION
G WALL SECTION
FDN -032
ANCHOR
ROD
DOUBLE NUT
GROUT HEIGHT
I4 4
2'
"ob
1 2"
1'4
2"
1474
2"
14'4
2"
Wo
2"
2 "4
3"
2D "4
3"
BASEPLATE - COLUMN
SEE SCHEDULE
4' LEVELJNG
PLATE
' NON- SHRINK,
NON METALLIC GROUT
-
iF-
NO LEVEIJNG PL REQ'D
(I DOUBLE NUTS ARE i -SEE SCHEDULE FOR GROUT HEIGHT
NOT USED) I I TISLAB. PIER
,, .. WALL OR FTG
e� a•.
i
v� • .
ANCHOR RODS
TYPICAL COLUMN BASE DETAIL /08
SCALE: ;Y4" = 1' -0"
1' -0'
VERIFY w/ MECH
NEENAH R- 4990 -HX
TRENCH GRATE
SLOPE TO DRAIN
� ~ ~ ~ ~''�I SLOPE BOTTOM
16' 16'
J5x 018'OC
8'
8"
STL -002
L11ix11hxY4 C ONT(LLV)
W/ 67 ANCHORS 0 24" OC
SLOPE TO DRAIN
•:' . •.
J1
(3) #5 BARS
(CONT)
SECTION THRU TRENCH DRAIN
PERIMETER INSULATION -
SEE ARCH
DOWEL TO MATCH
WALL REINF
CONC WALL FM (WF)
1 o ,p
-DOWEL TO MATCH
WALL REINF
-CMU WALL
T/Fr.
+(SEE PLAN)
TYPICAL SECTION AT ENTRY
SCALE: NTS FDN-004C
7
� F HORIZ TIES
VERT REINFORCING
I
:• N
A.:
._'
2' CLR (TYP) ,
,: i • N A.
I
rd
/.W/2 1 W/2
TYPICAL PIER DETAIL
LENGTH _
L/2 L /2'
HORIZ TIES ' N
,4
• Y
VERT REINFORCING I 3
TYPICAL PIER PLAN
SCALE: N" = 1' -0"
T•
CONSTRUCTION JNT/KEYWAY
CONTRACTORS OPTION
SCALE: �4" = 1' -0" DET003 -26125
N
COL MARK, SEE SCHEDULE FOR
ACTUAL SIZE, BASE PLATE AND
ANCHOR RODS
P16 = PIE3, SEE SCHEDULE P16
T/P = TCN' OF PIER ELEV T/p 4-8') +,�. I I
F40 = COI. FTG MARK SEE SC HED F40 � ° I 1,200
T/F = TOP OF FTG ELEV T/F '{2' c I I
POCHE INDICATES _ I I
LIMITS of SLAB HIHIIIIIIIIIIIIIIIiIIIIIIIIII
DEPRESSION '- I
CONCRETE MASONRY UNIT WALL (MW) --` "=
T' /SLAB SEE SCHED FOR SIZE AND REINF
HATCH REPRESEN
MASONRY WALL
%� T/W = TOP OF WALL ELEV I I
/INDICATES TOP OF
CONCRETE WALL (CW), SEE SCHEDULE I
CONK SLAB FOR WALL THICKNESS AND RONF I
CW8 T/W - (0' -8 ")
- - - --� �- - --
-- - - - --L f - - - - —) -�
WF24 T
�� 1/S400
CONCRETE WALL FTG (WF), SEE SCHED
L/
FOR FTG SIZE AND REINF INDICATES PLAN DETAIL
\ T/F = TOP OF FTG B EV
`- SECTION CUT COL GRID, COLUMNS CENTERED ON
GRID INTERSECTIONS, UNO
FOUND�kTION PLAN LEGEND
SCALE: NTS
CCC. GRID, COLUMNS CENTERED ON
GRID INTERSECTIONS, UNO
9
EDGE OF DECK,
CONT PERMITER ANGLE
't g W14x22 _
+(22' -117)
OPENING THRU
DECK AND FRAMING
R�
BEAM CAMBER ---'� INDICATES SECTION CUT
NUMBER OF SHEAR STUDS ---►o�
r _ 1 S400
7 qw
rt
— TOP OF STL 01V
INDICATES JOIST SIZE +(23' -11')
is
2/S400
INDICATES PLAN DETAIL o I N KIPS ED REACTION
IN KIPS
TOP OF JOIST GIRDER ELEV---n' c s °
.. �, c N TOP OF STL ELEV
JOIST GIRDER SIZE � +
BEAM SIZE
rc
� r —
I 32LH12 JOIST SIZE
HORIZ BRIDGING ��� m INDICATES KNEE BRACE
7X7 BRIDGING ^
i W14x22 +(24! -
MOMENT CONNECTION INDICATES BRACING
1 S500
INDICATES FRAMING ELEVATION
F PLAN LEGEND
SCALE: NTS
DETAIL @ SLAB EDGE /EXISTING WALL
SCALE: V4" = 1' -0"
FDN -010
SECTION FOUNDATION WALL
SCALE: NTS FDN -001
Fm
ai•
r
CONSULTANTS
ageg
~ gfi
4
4�
I
�o
RA
ao
n
o !'
I
N
in
� N w
Xz- c.
Ovg mW00°
Q X wwa?> -F
Z P_Z.ZW'�
= Q x
Q L. UC9QJ=0
��?Ud(ALL
O (� V JO�OZ
zzza
N Q co av���fY�
I �'•
! I f �'
°z °0
-n
M
v
L
a�
t� f f •!
U
s
a
E"
V
� ...ter.•:.,•:•:; :.., .,........; �!:;,::',e.,r,,:; ::,:'.,e.
<
��'��•::
`7 M
� J
�
cl
z Q
M
O
W w to
Q
v
U) W
Dz
KFQ
z U
W Kno
UZ_
FZ
U�
U
Mg
w
V
O Q
U
_j
DETAIL @ SLAB EDGE /EXISTING WALL
SCALE: V4" = 1' -0"
FDN -010
SECTION FOUNDATION WALL
SCALE: NTS FDN -001
Fm
CONSULTANTS
ageg
~ gfi
4
4�
I
�o
RA
ao
n
o !'
I
N
in
� N w
Xz- c.
Ovg mW00°
Q X wwa?> -F
Z P_Z.ZW'�
= Q x
Q L. UC9QJ=0
��?Ud(ALL
O (� V JO�OZ
zzza
N Q co av���fY�
°z °0
-n
M
v
L
a�
w
co
U
s
a
E"
V
<
� J
�
cl
z Q
M
O
W w to
Q
v
U) W
Dz
KFQ
z U
W Kno
UZ_
FZ
U�
U
Mg
w
V
O Q
U
_j
T�
V
`����� QSTEg fo .•�'G�
No.
860325_
STATE OF
�NDIANR•�'�\ ���
ONAL��i
,,�,nn►ua
am
RCL, KLS
a.a.a ex
MPP
�•a �CRM
Solie
AS NOTED
5402
06 10/06/06
MEi26125