HomeMy WebLinkAboutPLANSBLD
VILLA DEL 50L
CONDOMINIUMS
0
BLDG. 2
GHI BLDG.5
JKL
DEF
LDG. I
WORK LOCATION
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5. OVERHEAD REPAIR — 6" x 6" x 3"
COLUMN
REPAIR
Cl.
42"
x 14" x
4"
C2.
55"
x 16" x
5"
C3.
32"
x 10" x
4"
C4.
34"
x 17" x
4"
BEAM REPAIR
81.
51"
x 8" x
2"
B2.
40'
x 8" x
4"
B3.
25"
x 9" x
4"
B4.
41"
x 18"
x 4"
B5.
28"
x 7" x
4"
B6.
64°
x 10"
x 4"
B7.
36"
x 12"
x 4"
88.
112"
x 8"
x 4"
89.
58"
x 8" x
4"
FIN III b15i[00iff a1a
HATCH
REPAIR LEGEND:
1.
FULL DEPTH
2.
PARTIAL DEPTH
3.
OVERHEAD CEILING
f
4.
EDGE REPAIR
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5.
BEAM
NOTE:
THE MAJORITY OF RESTORATION WORK ON SITE
CONSISTED OF CONCRETE AND STEEL REINFORCEMENT.
(REPLACING DETERIORATED REBAR WITH EQUIVALENT
REBAR SIZES, SHAPES, ETC... ALL REINFORCEMENT
REPAIRED WAS REPLACED WITH A REBAR OF THE SAME
SIZE (I.E. %" ORIGINAL = %" STEEL REPLACEMENT)
(CHROMX 9100 GRADE 100 STEEL REBAR). UNLESS
OTHERWISE NOTED.
NOTE:
CONCRETE RESTORATION WAS DONE IN SUBSTANTIAL
ACCORDANCE WITH THE PREVIOUSLY SUBMITTED
PRE —BUILDING PERMIT DOCUMENT AND ICRI GUIDELINES
(AS REPRESENTED IN DETAILS 1, 2, & 3) ORIGINALLY
SUBMITTED BY MATHERS ENGINEERING CORPORATION
AND DATED AUGUST 9, 2018, WORK OUTSIDE OF THE
SUBMITTED DOCUMENTS WAS COMPLETED USING
STANDARD ENGINEERING PRACTICES TO ACCOMMODATE
FIELD CONDITIONS.
SCABN1NED
St. Lucie County
BUILDING 3
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CHECKED
W.J.M.
DATE
SEPT 2018
SCALE
JOB NO.
3682-01
SHEET
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IC21
BUILDING #3 - NORTH WALL
811 1132
BUILDING #3 - SOUTH WALL
IC51
BLDG 3, NORTH WALL CONCRETE RESTORATION:
Cl.
COLUMN
REPAIR -
C2.
COLUMN
REPAIR -
C3.
COLUMN
REPAIR -
C4.
COLUMN
REPAIR -
05.
COLUMN
REPAIR -
C6.
COLUMN
REPAIR -
C7.
COLUMN
REPAIR -
C8.
COLUMN
REPAIR -
C9.
COLUMN
REPAIR -
C10. COLUMN
REPAIR -
C11.
COLUMN
REPAIR -
C12. COLUMN
REPAIR -
C13. COLUMN
REPAIR -
B1. BEAM REPAIR
B2. BEAM REPAIR
B3. BEAM REPAIR
B4. BEAM REPAIR
B5. BEAM REPAIR
B6. BEAM REPAIR
B7. BEAM REPAIR
B8. BEAM REPAIR
B9. BEAM REPAIR
310. BEAM REPAIR
12 "x
80" x
4"
16" x
8" x
4"
67" x
5" x
4"
80" x
10"
x 4"
54" x
7" x
3"
19" x
7" x
3"
10" x
7" x
3"
39" x
10"
x 4"
31 " x
15"
x 4"
40"
x 6"
x 4"
60"
x 6"
x 4"
20"
x 6"
x 4"
24"
x 6"
x 4"
- 108" x 8" x 4"
- 187" x 12" x 4"
- 116" x 7" x 4"
54" x 7" x 4"
48" x 7" x 4"
66" x 5" x 3"
102" x 7" x 4"
81" x 8" x 4"
- ill" x 7" x 4"
180" x 8" x 4"
BLDG 3, SOUTH WALL CONCRETE RESTORATION:
Cl.
COLUMN REPAIR
- 11 "x
5" x
4"
C2.
COLUMN REPAIR
- 24"x
6" x
4"
C3.
COLUMN REPAIR
- 40"x
12"
x 4"
C4.
COLUMN REPAIR
- 96"x
13"
x 4"
C5.
COLUMN REPAIR
- 24"x
12"
x 4"
C6.
COLUMN REPAIR
- 140"x 13"
x 4"
C7.
COLUMN REPAIR
- 83"x
8" x
3"
C8.
COLUMN REPAIR
- 55"x
7" x
3"
C8
B1.
BEAM REPAIR -
250" x
6" x
4"
32.
BEAM REPAIR -
173" x
6" x
4"
B3.
BEAM REPAIR -
104" x
7" x
4"
B4.
BEAM REPAIR -
21 " x 7"
x 4"
C7 B5.
BEAM REPAIR -
84 x 7"
x 4"
B6.
BEAM REPAIR -
66" x 12"
x
4"
B7.
BEAM REPAIR -
7" x 7"
x 4"
SOUTH
WALL
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DRAWN
B.S.D.
CHECKED
W.J.M.
DATE
SEPT 2018
SCALE
1/4" = V-0"
JOB NO.
3682-01
SHEET
4
OF 4
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