HomeMy WebLinkAbout8SEE PLAN —t\ I
I
I
VERTICAL WALL
REINFORCING PER
8" CONCRETE BLOCKI ARCH. DRAWINGS
PER ARCH. DWGS
1/2" PREMOLDED
1 JOINT MATERIAL
SLAB PER PLAN
FINISH GRADE TOP OF SLAB
PER SITE DWGS. EL PER PLAN
TOP OF FOOTING
ME EL PER PLAN
FOUNDATION INSULATION
co
_ PER ARCH. DRAWINGS
I -v • - v
N
#5 AT 48" O.C. WITH 90'
STD. HOOK. PROJECT 24"
ABOVE TOP OF FOOTING
FOOTING PER PLAN
SECTION 1
3/4"=1'-0' F2
n n
It n
n n
n n
II II
COLUMN AND BASE It
BY BUILDING SUPPLIER
n n
n n
1/2" PREMOLDED
JOINT MATERIAL
COLUMN AND BASE It
CONCRETE SLAB
11 1 PER PLAN
11 ' FINISH FLOOR
BY BUILDING SUPPLIER
.. : , ..
EL 100'-0'
n : n♦
JOINT MATERIAL
n n
CONCRETE SLAB
PER PLAN
► ' , , ... .' ...'
TOP/FOOTING
FINISH FLOOR
:• '►►. _ ►; .► ::, : ! :.o ;. ' • ::
EL PER PLAN
.�.• .
R :' � A i
// /
►' ' ` �• !' ►- r
R ' :'. ';.
EL PER PLAN
�•
: �: •
• •
W
LLA
cn
OF
ANCHOR BOLTS (DIA. BY j
SEE FOOTING SCHEDULE
BUILDING SUPPLIER) WITH
•, :
t°
FOR FOOTING REINFORCING
a
3" BOTTOM HOOK
SEE PLAN wj
SECTION
3/4"=1'-0' F2
SEE ARCH:
1/2" PREMOLDED
JOINT MATERIAL
EXTERIOR SLAB
PER SITE DWGS.--7
2'-0"
#4 AT 80 O.C.
N
SLAB PER PLAN
TOP OF SLAB
EL PER PLAN
14 x 2'-0' AT TOP OF FOOTING
12" O.C. AT DOORS
EL PER PLAN
FOUNDATION INSULATION
• PER ARCH. DRAWINGS
15 AT 48" O.C. WITH 90'
• : • ' STD. HOOK
V•
FOOTING PER PLAN
SECTION Z
3/4'=1'-0' F2
EXIST. SLAB
#4 x 1'-6" AT 24" O.C.
DRILL 6" INTO EXISTING
SLAB AND SET DOWELS
IN 2—COMPONENT EPDXY
SLAB PER PLAN
TOP OF SLAB
SECTION 3
3/4"=1'-0" F2
EXISTING WALL. SHORE AND BRACE
AS REQUIRED FOR PARTIAL REMOVAL COLUMN AND BASE I['
n
BELOW. BRACING SHALL REMAIN IN ii iii
PLACE UNTIL WALL IS PERMANENTLY 13Y BUILDING SUPPLIER
BRACED TO NEW STRUCTURE COLUMN ISOLATION POUR
n n
11 I
n n
n n
REMOVE PORTION OF EXIST.
WALL AS REQUIRED TO PLACE
NEW FOOTING AND RE—BUILD 1/2" PREMOLDED
JOINT MATERIAL
REMOVE PORTION OF EXIST. i i i CONCRETE SLAB
FOUNDATION WALL TO ALLOW ii ii PER PLAN FINISH FLOOR
PLACEMENT OF NEW FOOTING
•' ti' li ' . : ►• : p ` EL 100•-0.
TOP/FOOTING
j/// i ... % ..• i : !► ; is ; . R : ti: ' EL PER PLAN
LLI
LLj
•. r.
at
ANCHOR BOLTS (DIA. BY SEE FOOTING SCHEDULE
EXISTING CONCRETE BUILDING SUPPLIER) WITH FOR FOOTING REINFORCING
FOOTING TO REMAIN 3" BOTTOM HOOK
SEE PLAN
SECTION 6
3/4"=1'-0" F2
EL PER PLAN
THIS SECTION APPLIES AT, FOOTING F3 ONLY (U.N.O )
SECTION 4
3/4"=1'-0' F2
1r-4 ---ir
n n
11 II
11 11 COLUMN AND BASE It -
BY BUILDING SUPPLIER
COLUMN ISOLATION POUR
I I
n u
1/2- PREMOLDED
EXISTING WALL it ii JOINT MATERIAL
TO REMAIN n n
CONCRETE SLAB
II II PER PLAN
FINISH FLOOR
OL
EL 100'-0'
:
#.-Ad L l`TOP/FOOTING
•' • EL PER PLAN
ANCHOR BOLTS (DW. BY . .
BUILDING SUPPLIER) WITH ,%.: ' . ' :• =► (3)-18 CONT.
3" BOTTOM HOOK ;1. J11
14 TIES AT 12" O.C.
6 ►. I.
D'
(3)—#8 CONT.
#5 x 2'-3' DOWELS AT 12' O.C.
EXISTING CONCRETE 8 DRILL INTO EXISTING FOOTING AND
FOOTING TO REMAIN SET IN 2—COMPONENT EPDXY
SECTION T
.y
-ir-2--ir
ii ii
n n
n n
n u
n n
n n
II I
COLUMN AND BASE It
n n
BY BUILDING SUPPLIER
1/2' PREMOLDED
JOINT MATERIAL
n n
CONCRETE SLAB
PER PLAN
FINISH FLOOR
:... ►• ' :.! '.:+ , .. EL 100 —0
if
.�.• .
TOP/FOOTING
// /
►' ' ` �• !' ►- r
R ' :'. ';.
EL PER PLAN
�•
: �: •
•, :
.: .CL
4
:. °
• ° �r.
��-ice•_ ��r � .�..�• _ _
,�•+��
ANCHOR BOLTS (DIA. BY
BUILDING SUPPLIER)
SEE FOOTING SCHEDULE
WITH
FOR FOOTING REINFORCING
.
3 BOTTOM HOOK
M
SEE PLAN
THIS SECTION APPLIES AT, FOOTING F3 ONLY (U.N.O )
SECTION 4
3/4"=1'-0' F2
1r-4 ---ir
n n
11 II
11 11 COLUMN AND BASE It -
BY BUILDING SUPPLIER
COLUMN ISOLATION POUR
I I
n u
1/2- PREMOLDED
EXISTING WALL it ii JOINT MATERIAL
TO REMAIN n n
CONCRETE SLAB
II II PER PLAN
FINISH FLOOR
OL
EL 100'-0'
:
#.-Ad L l`TOP/FOOTING
•' • EL PER PLAN
ANCHOR BOLTS (DW. BY . .
BUILDING SUPPLIER) WITH ,%.: ' . ' :• =► (3)-18 CONT.
3" BOTTOM HOOK ;1. J11
14 TIES AT 12" O.C.
6 ►. I.
D'
(3)—#8 CONT.
#5 x 2'-3' DOWELS AT 12' O.C.
EXISTING CONCRETE 8 DRILL INTO EXISTING FOOTING AND
FOOTING TO REMAIN SET IN 2—COMPONENT EPDXY
SECTION T
.y