HomeMy WebLinkAbout88.88 - Proposed Lease Fit UpLn
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"x 8" x 1 /2"th
cap plate
MK C-1
Make: one
8"x 12" x 1 /2"th
cap plate
14'-3 1 /2"
W 6 x 25 steel beam
New W6 x 25 beam on
7"w x 7"Ig x3/8" th
stl plate & shims as req'd
weld W6 & plates to exist
W14 beamsT
FILEC,;Py
8"w 12"h x 1/4"th shear
plate one side
M K B-2 typ ea. s e
P tion of 8" concrete
Q0
Make: one wall o remain
I I
MK C-2 ❑
Make: one
7"x 7" x 3/8"th
Shim plate
MK SH -1
Make: one
8"x 10" x 1 /16"th
3 1/2"8"x 10" x 1 /8"th
7'
8"x 10" x 1 /4"th
3 1 /2" I 8"x 10" x 1 /2" th
1 of 2 11/16"rd 1 of 2 11/16"rd shim plate
oles thru plate of
thru plate MK SH -4
10" 00
Make: one
8"x 10" x 1 /2"th 5' 8"x 10" x 1 /2"th
base plate10" base plate
.,
scale: 1/2"=V-0"
TT
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\,,-7"x 7" x 1 /16"th
7"x 7" x 1 /8"th
7"x 7" x 1 /4"th
Shim plate
MK SH -2
Make: one
1�8% 5" x 1/16"th
8"x 5" x 1 /8"th
8"x 5" x 1 /4"th
8"x 5" x 1/2"th
shim plate
MK SH -3
Make: one
existing W14 beam
8"wlx 12"Ig x 1/2"th
cap plate
8"w x 10"Ig x 1/2" thk
base plate on 3/4" non
shrink epoxy grout secui
to exist concrete wall w
(2) 5/8"0 epoxy anchor
bolts having 3" min. em
SECTION THRU BUILDING Scale: 1/4"=1'-0"
SHOWING STRUCTURAL BEAMS & COLUMNS
'Exist concr
and footing
wall
1
2 -8
existing W14 beam
' typ ea. side
New HSS 8x4 .25
steel column
„A„
ELEVATION
DETAIL
OF BEAM �c
COLUMN
CONNECTION
0
I
M
Es
New HSS 4 x 4 x .25
column
j—Portion of 8" concrete
I wall to be removed
I
Ex 18" joist Ex 18"_joist
II
I
Weld 18" 13J to new
N W6 x 25
to
I
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Ex 18" joist I Ex 18" joist
I'I
New HSS 8x 4x.25
Column
Elev A Elev A
Exist W14 beam
W14 Beam
PLAN VIEW OF BEAM
& COLUMN LAYOUT
scale: 1/2"=V-0"
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8"x 12" x 1 /2"th
cap plate
14'-3 1 /2"
W 6 x 25 steel beam
New W6 x 25 beam on
7"w x 7"Ig x3/8" th
stl plate & shims as req'd
weld W6 & plates to exist
W14 beamsT
FILEC,;Py
8"w 12"h x 1/4"th shear
plate one side
M K B-2 typ ea. s e
P tion of 8" concrete
Q0
Make: one wall o remain
I I
MK C-2 ❑
Make: one
7"x 7" x 3/8"th
Shim plate
MK SH -1
Make: one
8"x 10" x 1 /16"th
3 1/2"8"x 10" x 1 /8"th
7'
8"x 10" x 1 /4"th
3 1 /2" I 8"x 10" x 1 /2" th
1 of 2 11/16"rd 1 of 2 11/16"rd shim plate
oles thru plate of
thru plate MK SH -4
10" 00
Make: one
8"x 10" x 1 /2"th 5' 8"x 10" x 1 /2"th
base plate10" base plate
.,
scale: 1/2"=V-0"
TT
#,0
\,,-7"x 7" x 1 /16"th
7"x 7" x 1 /8"th
7"x 7" x 1 /4"th
Shim plate
MK SH -2
Make: one
1�8% 5" x 1/16"th
8"x 5" x 1 /8"th
8"x 5" x 1 /4"th
8"x 5" x 1/2"th
shim plate
MK SH -3
Make: one
existing W14 beam
8"wlx 12"Ig x 1/2"th
cap plate
8"w x 10"Ig x 1/2" thk
base plate on 3/4" non
shrink epoxy grout secui
to exist concrete wall w
(2) 5/8"0 epoxy anchor
bolts having 3" min. em
SECTION THRU BUILDING Scale: 1/4"=1'-0"
SHOWING STRUCTURAL BEAMS & COLUMNS
'Exist concr
and footing
wall
1
2 -8
existing W14 beam
' typ ea. side
New HSS 8x4 .25
steel column
„A„
ELEVATION
DETAIL
OF BEAM �c
COLUMN
CONNECTION
0
I
M
Es
New HSS 4 x 4 x .25
column
j—Portion of 8" concrete
I wall to be removed
I
Ex 18" joist Ex 18"_joist
II
I
Weld 18" 13J to new
N W6 x 25
to
I
�I
Ex 18" joist I Ex 18" joist
I'I
New HSS 8x 4x.25
Column
Elev A Elev A
Exist W14 beam
W14 Beam
PLAN VIEW OF BEAM
& COLUMN LAYOUT
scale: 1/2"=V-0"
V)
S 13
REVISIONS
DWG. INFO.
DATE 8-28-08
SCALE AS NOTED
DRAWN CADD
CHKD
APPRVD
����,H or reyss�cti
RICHARD J. �m
o DEMPSEY
STRUCTURAL "
-0 No. 29173 Q,
SFG0 5 TEp�G?4�
4 NAL Ea
SHEET TITLE:
STRUCTURAL
PLAN & DETAILS
SHEET & JOB #:
S-1
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REVISIONS
DWG. INFO.
DATE 8-28-08
SCALE AS NOTED
DRAWN CADD
CHKD
APPRVD
����,H or reyss�cti
RICHARD J. �m
o DEMPSEY
STRUCTURAL "
-0 No. 29173 Q,
SFG0 5 TEp�G?4�
4 NAL Ea
SHEET TITLE:
STRUCTURAL
PLAN & DETAILS
SHEET & JOB #:
S-1
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REVISIONS
DWG. INFO.
DATE 8-28-08
SCALE AS NOTED
DRAWN CADD
CHKD
APPRVD
����,H or reyss�cti
RICHARD J. �m
o DEMPSEY
STRUCTURAL "
-0 No. 29173 Q,
SFG0 5 TEp�G?4�
4 NAL Ea
SHEET TITLE:
STRUCTURAL
PLAN & DETAILS
SHEET & JOB #:
S-1