HomeMy WebLinkAbout2SECT ION E�
SCALE: 3/4" - 1'-0" �F2.
1/2" EXPANSION —
JOIN MATERIAL
FILL WITH GROUT
SEE
Uw ARCH.
Q z SEE
(0:3 ARCW
#40-6" @ 12" O.G.
3 MIN. @ DOORS
(CENTER ON JOINT)
SEE PLAN
BRICK PER ARCH. SEE ARCH.
2 COURSES 8" CMU
GROUT 50L I D
I I
FILL WITH GROUT
I I
FIN. FLOOR EL.
ZI PER PLAN
0.
FIN. GRADE OR o
SIDEWALK EL.
LU PER SITE DWG5
N T/FTG. EL.
PER PLAN °
Z w
E Q 4" CMU COURSE °
LU GROUT SOLID
O = °
m U
d
LU LU
rn
METAL STUDS
PER ARCH.
1/2"Ox(o" SIMPSON
TITEN HD SCREW
ANCHORS (OR EQUAL)
@ 48" O.C. AND WITHIN
1'-0" OF ALL CORNERS.
10000M
RIGID INSULATION
PER ARCH.
a
#4 @ 48" D.C.
MAX. AND WITHIN
8" OF ALL CORNERS
AND OPENINGS.
J2'-11"
1011
CONCRETE FOOTING
PER PLAN
SECT ION a�
SCALE: 3/4" - 1'-0" F2.1
SEE PLAN
SEE SEE
PLAN PLAN
COLUMN PER PLAN ---- i
I
SEE SHEET 52.2 FOR
PER SITEoe-
, ,
ooa
COLUMN BASE
DETAILS
RIGID INSULATION
-1
BASE qq'-4"
PER ARCH.
FILL WITH CONCRETE
_
a Z
U4
w
1,12" EXPANSION
° #4 @ 48" O.G.
O
-
JOINT MATERIAL
1/2"0xb" SIMPSON
FINISH FLOOR
EL.
H
ZI
PER PLAN
z
°d
Q
w
000 000 °
0885 8 o8d5�8888�5
00 ����,,,,0��0,<,)� 1 000 000 ����,.,,
b888° X0 880
N
=
•
a
U
Elmo
U
N
w
s~
PER PLAN
T/FTG. EL.
uJ
113
v
w
PER PLAN
a <
°
1'-0" OF ALL CORNERS.
W /'1
ww
00 U
d
_ _
°
°
_ pO d °
°
c(i
°
d d
c
=
U
° d
<04
BRICK PER ARCH.
a
° °.
li
II
C
CONCRETE FOOTING
U
�
O
PER PLAN
cn
SECT ION E�
SCALE: 3/4" - 1'-0" �F2.
1/2" EXPANSION —
JOIN MATERIAL
FILL WITH GROUT
SEE
Uw ARCH.
Q z SEE
(0:3 ARCW
#40-6" @ 12" O.G.
3 MIN. @ DOORS
(CENTER ON JOINT)
SEE PLAN
BRICK PER ARCH. SEE ARCH.
2 COURSES 8" CMU
GROUT 50L I D
I I
FILL WITH GROUT
I I
FIN. FLOOR EL.
ZI PER PLAN
0.
FIN. GRADE OR o
SIDEWALK EL.
LU PER SITE DWG5
N T/FTG. EL.
PER PLAN °
Z w
E Q 4" CMU COURSE °
LU GROUT SOLID
O = °
m U
d
LU LU
rn
METAL STUDS
PER ARCH.
1/2"Ox(o" SIMPSON
TITEN HD SCREW
ANCHORS (OR EQUAL)
@ 48" O.C. AND WITHIN
1'-0" OF ALL CORNERS.
10000M
RIGID INSULATION
PER ARCH.
a
#4 @ 48" D.C.
MAX. AND WITHIN
8" OF ALL CORNERS
AND OPENINGS.
J2'-11"
1011
CONCRETE FOOTING
PER PLAN
SECT ION a�
SCALE: 3/4" - 1'-0" F2.1
SEE PLAN
SEE SEE
PLAN PLAN
COLUMN PER PLAN ---- i
I
SECTION E41�
SCALE: 3/4" - I'-0" �F2.
BRICK PER ARCH.
bw
PER SITEoe-
, ,
ooa
z
-
T/CONCRETE
RIGID INSULATION
-1
BASE qq'-4"
PER ARCH.
W
_
a Z
U4
w
SEE PLAN
° #4 @ 48" O.G.
O
-
MAX. AND WITHIN
1/2"0xb" SIMPSON
T/FTG. EL.
° 8" OF ALL CORNERS
H
PER PLAN
AND OPENINGS. in
z
J
w
w
1011
N
=
•
U
Elmo
U
N
CONCRETE FOOTING
s~
PER PLAN
@ 48" O.C. AND WITHIN
SECTION E41�
SCALE: 3/4" - I'-0" �F2.
BRICK PER ARCH.
-4 (8 REQ D)
_ WELD TO COLUMN
# CAST BASE AROUND
.III-1-1� III COLUMN
- SEE SHEET 52.2 FOR
COLUMN BASE DETAILS.
a
°
• ° d. ° •.
d G
°
d
Q ° d ° °
4 ° CONCRETE FOOTING
PER PLAN
S ECT I ON 5
SCALE: 3/4" - 1'-0" F2.1
SECT ION FB---
SCALE: 3/4" - 1'-0" �F2.
VAULT. CONTRACTOR TO
VERIFY W/MFR. FOR ALL
CONC. SLAB CONNECTIONS AND/OR
EMBEDS REQUIRED.
VAULT SLAB
FINISH FLOOR EL. REINF. SEE PLAN
PER PLAN
0 p . d
000 508° 8088 . .O .
° a
d
d' ° ° a-
a
° d d °
• °• • °•
a
U
cn
S ECT ION E6��
SCALE: 3/4" - I'-0" �F2.
bw
u
O �
08/27/12
Z
COLUMN PER PLAN
�--�
METAL STUDS
z °
U
W
~"
r
PER ARCH.
SEE PLAN
�_
O
FILL WITH GROUT
1/2"0xb" SIMPSON
SEE ARCH.
V
H
OR CONCRETE
z
TITEN HD SCREW
O
w
5
ANCHORS (OR EQUAL)
Elmo
U
1/2" EXPANSION
s~
@ 48" O.C. AND WITHIN
uJ
113
v
O
j !
rx
JOIN MATERIAL
1'-0" OF ALL CORNERS.
00 U
�R
00
O
N
SEE SHEET 52.2 FOR
BRICK PER ARCH.
li
II
C
COLUMN SASE DETAILS.
FIN. FLOOR EL.
�
O
rr
t0
r
Z
PER PLAN
a
Q
000 000 00
SIDEWALK EL. °g°0� g°°°0°
j
/ /
�oo°0
LU
PER SITE DWGS.
°
'
RIGID INSULATION
LU
N
a
,
PER ARCH.
T/FTG. EL.
d
Z
w
PER PLAN
° a
°
#4 @ 48" O.G.
4" CMU COURSE
a
°i
°
a °
MAX. AND WITHIN
p
GROUT SOLID
°
a
8" OF ALL CORNERS
w
FILL WITH GROUT ----Z
°
° °
AND OPENINGS.
N
2 COURSES 8" CMU
14
°
°I
°
d
°
12'—lin
w
GROUT SOLID+
Ia
d
I
L
J
LU
• i
° • °
•I
°
°
° � a• d a •
d
10 u
CONCRETE FOOTING
tY
PER PLAN
WALL FOOTING
U
BEYOND
m
-4 (8 REQ D)
_ WELD TO COLUMN
# CAST BASE AROUND
.III-1-1� III COLUMN
- SEE SHEET 52.2 FOR
COLUMN BASE DETAILS.
a
°
• ° d. ° •.
d G
°
d
Q ° d ° °
4 ° CONCRETE FOOTING
PER PLAN
S ECT I ON 5
SCALE: 3/4" - 1'-0" F2.1
SECT ION FB---
SCALE: 3/4" - 1'-0" �F2.
VAULT. CONTRACTOR TO
VERIFY W/MFR. FOR ALL
CONC. SLAB CONNECTIONS AND/OR
EMBEDS REQUIRED.
VAULT SLAB
FINISH FLOOR EL. REINF. SEE PLAN
PER PLAN
0 p . d
000 508° 8088 . .O .
° a
d
d' ° ° a-
a
° d d °
• °• • °•
a
U
cn
S ECT ION E6��
SCALE: 3/4" - I'-0" �F2.
Scope Drawings,
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope Indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions,
OWNER REVIEW 08/22/12
BID SET 08/29/12
Issue Date
bw
u
O �
08/27/12
Z
N v
�--�
z °
U
W
~"
r
�_
O
�o
V
H
U
z
914C8�
O
w
5
Elmo
U
U �
s~
o
on
uJ
113
v
O
rx
x
00 U
�R
00
O
N
Scope Drawings,
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope Indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions,
OWNER REVIEW 08/22/12
BID SET 08/29/12
Issue Date
bw
Checked By
08/27/12
D.T.C.
T.G.S.
r
V
C
Elmo
uJ
113
CC
O
0
L
�R
cc
C
Q)
�
O
rr
t0
r
Scope Drawings,
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope Indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions,
OWNER REVIEW 08/22/12
BID SET 08/29/12
Issue Date
Drawn By
Checked By
08/27/12
D.T.C.
T.G.S.
Drawing TitleSTE-
Certified By,
FOUNDATION
DETAILS
Drawing Number
ONB-F2.1
Protect Number.
12-116