FA520524R00010003_Atch5_Revised Drawing_5_Structural_Rev11Mar24.pdf
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- Solicitation number
- FA520524R0001
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This document package includes structural drawings and specifications for the repair of 29 military family housing units at Misawa Air Base in Japan. The drawings depict demolition plans, renovation plans for foundations, first and second floors, and callouts for structural elements. Renovations include demolishing existing concrete walls, slabs, and steps; installing new footings, walls, slabs, and steps; and restoring existing structural components. The related federal contract opportunity is for Project No. QKKA204002 and involves repairing Buildings 221, 712, 716, 718, 723, 812, 817, and 818. The solicitation was issued by the Department of the Air Force Pacific Air Forces. The document package provides detailed structural plans and specifications for the renovation of 29 housing units at Misawa Air Base as required for the federal contract opportunity.
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DEMOLISH EXISTING CONCRETE WALL
DEMOLISH EXISTING CONCRETE SLAB
DEMOLISH EXISTING CONCRETE WALL FOR DOOR OPENING
DEMOLISH EXISTING CONCRETE WALL FOR OPENING
- DENOTES EXIST. STRUCT.
ELEMENTS TO BE DEMOLISHED
- DENOTES SURFACE OF EXIST. STRUCT.
ELEMENTS TO BE DEMOLISHED
GENERAL NOTES SHEET KEY NOTES LEGEND SYMBOL LEGEND
3B-SD-101
DEMOLISH EXISTING CONCRETE STEP5
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DEMOLISH EXISTING CONCRETE FRONT PORCH AND STAIR6
DEMOLISH EXISTING CONCRETE WALKWAY (CIVIL WORK)7
1. UNITS ARE SYMMETRICAL ABOUT ℄ U.O.N.
2. NOTES, DIMS, ETC APPLY TO ALL UNITS U.O.N.
3. VERIFY LOCATIONS AND EXTENTS OF ALL DEMOLITION OF
STRUCTURE WITH ALL OTHER DISCIPLINES' DRAWINGS.
4. DO NOT CUT OR OTHERWISE DAMAGE EXISTING CONCRETE BEAMS
UNLESS SPECIFICALLY IDENTIFIED ON THE STRUCTURAL DRAWINGS.
5. PROTECT EXPOSED STEEL REINFORCING AT EDGES OF CONCRETE
DEMOLITION.
f1 CONCRETE SPREAD FOOTING W1200 FG2 CONCRETE GRADE BEAM 1200x220
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STRUCTURAL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
(NAME AND LICENSE)
PROJECT ENGINEER
一級建築士
(1st Class Kenchikushi)
LC# 166690
EXPIRATION DATE : NONE
TAKASHI HATTORI
SIGNED
1 2 3 4
A
B
C
D
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(E ) F
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(E) f1
3B-SD201
3B-SD201
0 5000 1500 2500 5000
COORDINATE LOCATION
WITH PLUMBING COORDINATE LOCATION
WITH PLUMBING
COORDINATE LOCATION
WITH PLUMBING
COORDINATE LOCATION
WITH PLUMBING
7240± 7240± 7240± 7240±
28960±
2 2 2 2
4 3 4
3B-SD201
(E) FG2
(E ) F
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(E) FG2
(E ) F
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(E) FG2
(E ) F
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(E) FG2
(E ) f
(E) f1(E) f1(E) f1
(E ) f
(E ) f
(E ) f
(E ) f
1 1
5 5 5 5
TYPE 3B TYPICAL EXISTING FIRST FLOOR PLAN
3B-SD-101 SCALE: 1:50
A1 a a a a a 1 a 1
- DENOTES NEW CONC. INFILL OR NEW
CONC. WALL
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GENERAL NOTES SHEET KEY NOTES LEGEND SYMBOL LEGEND
3B-S-101
1. UNITS ARE SYMMETRICAL ABOUT ℄ U.O.N.
2. NOTES, DIMS, ETC APPLY TO ALL UNITS U.O.N.
3. VERIFY LOCATIONS AND EXTENTS OF ALL DEMOLITION OF
STRUCTURE WITH ALL OTHER DISCIPLINES' DRAWINGS.
4. DO NOT CUT OR OTHERWISE DAMAGE EXISTING CONCRETE BEAMS
UNLESS SPECIFICALLY IDENTIFIED ON THE STRUCTURAL DRAWINGS.
5. PROTECT EXPOSED STEEL REINFORCING AT EDGES OF CONCRETE
DEMOLITION.
1 NEW CONCRETE SPREAD FOOTING
2 RESTORE CONCRETE SLAB
3 NEW CONCRETE WALL INFILL AT EXISTING DOOR OPENING
4 NEW CONCRETE STEP
5 NEW FIRE ENCLOSURE
FS1 ：900×2,690 RC FOUNDATION
F1 ：900×2,690 RC FOUNDATION
C1 ：250×250 RC COLUMN - NEW HALF HEIGHT CONCRETE WALL
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THIS WORK WAS PREPARED BY ME
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(NAME AND LICENSE)
PROJECT ENGINEER
一級建築士
(1st Class Kenchikushi)
LC# 166690
EXPIRATION DATE : NONE
TAKASHI HATTORI
SIGNED
a
0 5000 1500 2500 5000
1 2 3 4
A
B
C
D
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COORDINATE LOCATION
WITH PLUMBING COORDINATE LOCATION
WITH PLUMBING
COORDINATE LOCATION
WITH PLUMBING
COORDINATE LOCATION
WITH PLUMBING
COORDINATE LOCATION
WITH PLUMBING
COORDINATE LOCATION
WITH PLUMBING
COORDINATE
LOCATION
WITH
PLUMBING
COORDINATE
LOCATION
WITH
PLUMBING
7240± 7240± 7240± 7240± 28960±
2 2 2 2
(E) FG2
3 3 3 3
290 2300 290 2590290 2590 290 2902300290
11 11 1
4 4 4 4
TYPE 3B TYPICAL RENOVATED FIRST FLOOR PLAN
3B-S-101 SCALE: 1:50
A1
FS1
C1 C1
FS1
C1 C190
F1 F1 F1
C1 C1 C1
1800±1220±
＊FLOOR PLAN VARIES PER BUILDING, REFER TO 3B-A-001 AND 3B-A-002 FOR EXTERIOR STORAGE, HVAC EQUIPMENT,HVAC CANOPY EMCS & FIRE RISER ENCLOSURE LOCATIONS a a a a a a 1
2 3 4
A
B
C
D
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28960±
7240± 7240± 7240± 7240±
P P P
B3
B3
B3B3 B3 B3
B1A
B3 B3B3
P P P
B10
B4
B10
P
C4 C4 C4 C4
B4
B1
B3
B4
(V1) (V1)
B1 B1
(V1) (V 1)(V1) (V 1)
B0B0 B3
B1 B1
P P
B3
B1
B1B1 B1
B1
B10 B10
B4
B10
P
C4 C4 C4 C4
B4
B1
B3
B4
(V1) (V1)
B1 B1
(V1) (V 1)(V1) (V 1)
B0B0 B3
B1 B1
P P
B10
B3
B1
B3 B1 B4
P P P
B10
0 5000 1500 2500 5000
3B-S-103 D5
3B -S
-10
B5
3B -S
-10
B3
3B-S-103 D3
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3B-S-102
TYPE 3B TYPICAL RENOVATED SECOND FLOOR PLANA1
GENERAL NOTES SHEET KEY NOTES LEGEND SYMBOL LEGEND
1650±
NEW FIRE ENCLOSURE11. UNITS ARE SYMMETRICAL ABOUT ℄ U.O.N.
2. NOTES, DIMS, ETC APPLY TO ALL UNITS U.O.N.
3. VERIFY LOCATIONS AND EXTENTS OF ALL DEMOLITION OF
STRUCTURE WITH ALL OTHER DISCIPLINES' DRAWINGS.
4. DO NOT CUT OR OTHERWISE DAMAGE EXISTING CONCRETE BEAMS
UNLESS SPECIFICALLY IDENTIFIED ON THE STRUCTURAL DRAWINGS.
5. PROTECT EXPOSED STEEL REINFORCING AT EDGES OF CONCRETE
DEMOLITION.
C4 ：□-125x125x6
P ：H-150x75x5x7
B0 : □-100x100x3.2
B1 : H-150x75x5x7
B3 : [ - 75x40x5x7
B4 : □-150x150x6
B5 : □-150x75x3.2
B10 : L [ -200x50x50x4.5
V1 : 1-12(w/T.B)
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STRUCTURAL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
(NAME AND LICENSE)
PROJECT ENGINEER
一級建築士
(1st Class Kenchikushi)
LC# 166690
EXPIRATION DATE : NONE
TAKASHI HATTORI
SIGNED
3B-S-103 A3
3/
/2
Ad de d se ct io n m ar ks
3B-S-103 A5
SD-101
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1. UNITS ARE SYMMETRICAL ABOUT ℄ U.O.N.
2. NOTES, DIMS, ETC APPLY TO ALL UNITS U.O.N.
3. VERIFY LOCATIONS AND EXTENTS OF ALL DEMOLITION OF STRUCTURE WITH ALL OTHER DISCIPLINES' DRAWINGS.
4. DO NOT CUT OR OTHERWISE DAMAGE EXISTING CONCRETE
BEAMS UNLESS SPECIFICALLY IDENTIFIED ON THE STRUCTURAL DRAWINGS.
- DENOTES SURFACE OF EXIST. STRUCT.
ELEMENTS TO BE DEMOLISHED
GENERAL NOTES SHEET KEY NOTES LEGEND SYMBOL LEGEND
5. PROTECT EXPOSED STEEL REINFORCING AT EDGES OF CONCRETE DEMOLITION.
DEMOLISH EXISTING CONCRETE SLAB AND GIRDER ON GRADE
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STRUCTURAL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
(NAME AND LICENSE)
PROJECT ENGINEER
一級建築士
(1st Class Kenchikushi)
LC# 166690
EXPIRATION DATE : NONE
TAKASHI HATTORI
SIGNED
B221 EXISTING FOUNDATION PLANA1
0 5000 1500 2500 5000
PLAN
NORTH
TRUE N
S-101
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UNITS ARE SYMMETRICAL ABOUT ℄ U.O.N.
NOTES, DIMS, ETC APPLY TO ALL UNITS U.O.N.
VERIFY LOCATIONS AND EXTENTS OF ALL DEMOLITION OF STRUCTURE WITH ALL OTHER DISCIPLINES' DRAWINGS.
DO NOT CUT OR OTHERWISE DAMAGE EXISTING CONCRETE
BEAMS UNLESS SPECIFICALLY IDENTIFIED ON THE STRUCTURAL DRAWINGS.
CONCRETE SLAB ON GRADE TO RESTORE
GENERAL NOTES SHEET KEY NOTES LEGEND SYMBOL LEGEND
PROTECT EXPOSED STEEL REINFORCING AT EDGES OF CONCRETE DEMOLITION.
RESTORE CONCRETE SLAB AND GIRDER ON GRADE NEW CONCRETE SPREAD FOOTING
THE SOIL BEARING CAPACITY OF THE CANOPY FOUNDATION SHALL BE 30 kN/㎡ AND THE SHAPE OF THE
FOUNDATION SHALL BE ACCORDING TO THE SELECTED CANOPY MANUFACTURER.
1.
2.
3.
4.
5.
6.
2 NEW CONCRETE PAD
NEW CONCRETE SLAB ON GRADE
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STRUCTURAL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
(NAME AND LICENSE)
PROJECT ENGINEER
一級建築士
(1st Class Kenchikushi)
LC# 166690
EXPIRATION DATE : NONE
TAKASHI HATTORI
SIGNED
B221 RENOVATED FOUNDATION PLAN1A
0 5000 1500 2500 5000
PLAN
NORTH
TRUE N
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