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DATE
APRIL 2019
SCALE
1/4" = V-0"
JOB NO.
3682-01
SHEET
0 1 1 1
F
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2.
3.
4.
5.
6.
7.
8.
9.
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WORK LOCATION
UD= UNDER DECK
UNIT # A
I 61-a
EDGE
REPAIR
— 192"
x 12"
x 5 1/2"
FULL
DEPTH
— 192"
x 24"
x 5 1/2"
EDGE
REPAIR
— 37" x
12" x
7"
FULL
DEPTH
— 37" x
32" x
7"
EDGE
REPAIR
— 37" x
12' :' x
7'
FULL
DEPTH
— 37" x
33 x
7"
OVERHEAD REPAIR —
17" x
10"
OVERHEAD REPAIR —
11" x
14"
OVERHEAD REPAIR — 13" x 5"
1ST FLOOR
COLUMN REPAIR
Cl. 58" x 8" x 6"
C2. 43 11 x 5 0 x 5"
C3. 55" x go x 5"
BEAM REPAIR
Bl. 78" x 12" x 9"
82. 64" x 8" x 4"
NT5
ATLANTIC OCEAN
BUILDING #4
UNIT # A
1
1ST FLOOR
UD= UNDER DECK
LID
CONCRETE RESTORATION:
1 PARTIAL DEPTH — 31 " x 20 x 3"
CDFULL DEPTH — 8" x 8 x 8"
BEAM REPAIR
Bl. 20" x 18" x 4"
n72" x 9" x 5"
w
z
COLUMN
REPAIR
Cl.
50"
x 8" x
4"
C2.
18"
x 12"
x 4"
C3.
18"
x 12"
x 4"
C4.
40"
x 8" x
6"
C5.
35"
x 8" x
8
BUILDING *4 w
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UNIT # D
HATCH
RMPAIR LEGEND:
rl ------- —m
1.
FULL DEPTH
2.
PARTIAL DEPTH
'U
3.
OVERHEAD CEILING
4.
EDGE REPAIR
5.
BEAM
I- PERMIT # SLIC 1808-M7
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.
BUILDING 4
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ORI
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B.S.D.
CHECKED
w.i.m.
DATE
MARCH 2019
SCALE
3/16" = l'-O"
JOB NO.
3682-01
SHEET
4
OF I
2
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BLDG. 2
BLDG. 5
DEF
ABC
BLDG. 4
I LDG. I
JKL
GHI BLDG. 3
DFF
ABC
WORK LOCATION
C2. 50" x 6" x 8"
C3. 43" x 8" x 4"
BEAM REPAIR
Bl. 35" x 9" x 4"
B2. 14" x 8" x 4"
NT5
ATLwnc ocEm
HATCH
REPAIR LEGEND:
F—', 77'— 771
1.
FULL DEPTH
2.
PARTIAL DEPTH
3.
OVERHEAD CEILING
4.
EDGE REPAIR
5.
BEAM
BUILDING 4
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DRAW
B.S.D.
CHECKED
W.J.m.
DATE
APRIL 2019
SCALE
3/16" = V-0"
JOB NO.
3682-01
SHEET
3
OF 4
2
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BUILDING #4 - NORTH WALL
B11
11momme
B9
.................... .......... . . .......
..... ........... - ......... ... ........
.................. I .................... - I ... ..................
No H;
womm
C5
11
I mme
rmilm
kil
mm
13UILDING #4 - 50UTH WALL
FB-41 %
mol
BLDG 4, NORTH WALL CONCRETE RESTORATION:
C1.
COLUMN
REPAIR -
26 x
14"
x 4"
C2.
COLUMN
REPAIR -
14 x
8" x
4"
C3.
COLUMN
REPAIR -
14 x
13
x 4
C4.
COLUMN
REPAIR -
70 x
8" x
4
C5.
COLUMN
REPAIR
23 x
6 x
4
C 6.
COLUMN
REPAIR
82 x
8 x
4"
C7.
**COLUMN REPAIR
- 24"x
9"
x 4"
**(OPPOSITE
SIDE
OF WALL)
C8.
COLUMN
REPAIR -
48 �1 x
8" x
4"
C9.
COLUMN
REPAIR -
27 9:1 x
6 )1 x
4"
C10. COLUMN
REPAIR
22 �) x 12"
x 4
B1.
BEAM
REPAIR -
39
x
6"
x
4"
B2.
B EAM
REPAIR
- 31
x
7
x
4"
B3.
B EAM
REPAIR
- 57
x
6
x
4"
B4.
BEAM
REPAIR
- 85"
x
7""
x
4$$
B5.
BEAM
REPAIR
- 23
x
14"
x
4"
B 6.
BEAM
REPAIR
- 59
x
13
x
4"
B7.
BEAM
REPAIR
- 70
x
7"
x
4 3)
B8.
BEAM
REPAIR -
62
x
7"
x
4"
B9.
BEAM
REPAIR
- 21
x
7 "
x
4')
BLDG 4, SOUTH WALL CONCRETE RESTORATION:
C1. COLUMN REPAIR
- 44 x
6" x 4 7:`
C2. COLUMN REPAIR
- 47 x
10
x 4
C3. COLUMN REPAIR
- 43 x
13"
x 4"
C4. COLUMN REPAIR
- 17 x
8" x 4"
C5. COLUMN REPAIR
- 40 x
8" x 3"
C 6. COLUMN REPAIR
- 20 x
16"
x 3
C7. COLUMN REPAIR
- 77 x
6" x 4
B1. BEAM
REPAIR
38 x 7
x
4
B2. BEAM
REPAIR
29 x 8
x
4
B3. BEAM
REPAIR
24" x 10"
x
4"
,3] B4. BEAM
REPAIR
47 x 10"
x
4"
B5. BEAM
REPAIR
54 x 6"
x
4 1)
B 6. BEAM
REPAIR -
86 x 12
x
4"
B7. BEAM
REPAIR -
24 x 7"
x
4"
B8. BEAM
REPAIR
96 x 6"
x
4 ),
B9. BEAM
REPAIR
136 x
5 x
3"
B10. BEAM
REPAIR
39 x
12"
x 3 31
ci BI 1. BEAM
REPAIR
104 x
15"
x 3
B12. BEAM
REPAIR
33 x
5" x
3
B 13. BEAM
REPAIR
14 x
7" x
4"
B 14. BEAM
REPAIR
29 x
6 ), x
4 )3
B15. BEAM
REPAIR
26 x
13
x 4
316. BEAM
REPAIR
51 x
21
x 4"
BI 7. BEAM
REPAIR
68 x
12"
x 4"
B 18. BEAM
REPAIR
75 x
6 )) x
4
B 19. BEAM
REPAIR
34 x
9 x
4
B20. BEAM
REPAIR
24 x
4 x
4'j
5OUTH
WAI I
KEY MAP
M5
BUILDING 4
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�C�' If
DRAW
B.S.D.
CHECKED
wl
DATE
APRIL 2019
SCALE
1/4'. = 11-0.
JOB NO.
3682-01
SHEET
4
4
OF I