A.01.38_-_Attachment_3_-_Conceptual_Design.pdf

DD

D

D

D D

D D DD D

D

D

D D

D D

WW WW W W W W W W W W

D

D

D D

WW WWW WWW W

D DD

D D DD

W W

W

D

W W

W W

W W

D

W W

D

W W

W W

W W

D

D

D D

W W

D

W W

D

W

DD D D D D DDD

W W

W W

W W

W

D

W

DD D

D D

W

DD

1 1

2 2

3 3

4 4

5 5

6 6

7 7

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

1 2 3 4 5 6 7

131415161718

GROUND FLOOR PLAN (EXISTING) Scale 1:100

S0

S0

S02

S02

P V

P V

2, 4, 2, ,5

2, 4, ,5

6,000 1,500 8,000 2,000 3,500 1,500 4,200 2,800 1,500 4,500 3,200 3,000 1,500 4,500

1,9

4, 1,8

4, 1,7

3, 3, 3, ,5

2, 4, 2, ,5

2, 4, 4, 5, 2, 3, 2, 2, 1,0

200 5,800 200 1,300 200 3,100 200 7,200 200 3,000 200 3,000 200 7,200 200 3,300 200 3,000 200 4,400 4,500

6,000 1,500 8,000 2,000 3,500 1,500 4,200 2,800 1,500 4,500 3,200 3,000 1,500 4,500 47,700

200 5,900 1,400 200 3,175 150 1,500

1,500 150 3,175 200 3,300 200 2,650 200 2,650 200 4,100 200 3,050 200 3,300 200 1,650

2,000

1,400 4,500

200mm thk well dressed quary natural stone wallreinforced with 20mm gauge hoop iron straps at every alternate course bedded and jointed in cement sand (1:4) motar (all external walls)

Overhead storage cup boards to detail 1800mm high above the floor level

60mm thk. terrazzo made smooth

60mm thk. terrazzo made smooth

60mm thk. terrazzo made smooth

60mm thk. terrazzo made smooth

60mm thk. terrazzo made smooth

60mm thk. terrazzo made smooth

TO EXISTING SEPTIC

AND SOAK PIT

wc wc wcwcwhb shower tray w c whb w hb shower tray shower tray wc w hb shower tray wc w hb w c w hb w cw hb u ri na l w c wc whb whb w c whb whb

3 4

3 4 ic ic ic ic ic icic ic ic icic ic

Director Office

Consent

Consent

Consent

Consent

Clinical Research

Office Clinical Officer

Passage

Consultation Room 06

Consultation Room 05

TreatmentFemale DormMale Dorm

Janitor

Consultation Room 01

Consultation Room 02

Lobby

Waiting AreaPhamarcy

Consultation Room 03

Consultation Room 04

Passage Long Term store

Terrazzo floor fin

General store Terrazzo floor fin

Sterilization

Washroom

Research Laboratory Microscopy

Room

Clinical Laboratory Phlebotomy

Male Female

Male Female

Passage

Passage

Porch

Data entry files & Records

DEMOLISH EXISTING STAIRS,

CONSTRUCT NEW CODE

COMPLIANT STAIRWAY.

IPE 240 IPE 240 IPE 240

NEW COLUMN

NEW COLUMN

CUT OUT CONC.

BEAM, INSTALL

IPE 300

IP

E

IP

E

IPE 450

IPE 450

IPE 240IPE 240

IP

E

IP

E

IP

E

LOCATE DIRECTLY BENEATH

UNSUPPORTED WALL

100x100x4

IPE 240 IPE 240 IPE 240 IPE 240IPE 240

GROUND FLOOR STRUCTURAL MODIFICATIONS - KOMBEWA CLINICAL RESEARCH CENTER

Verify existing conditions and dimensions for design of structural repair elements.

Evaluate the existing emergency shoring in place in the building.

Contractor’s Structural Engineer shall inspect and approve shoring, and the shoring inspection certi�cate shall be furnished to the COR.

Notify USACE Europe District Structural Engineers immediately if adverse conditions are determined.

Movement of emergency shoring and reshoring may be required to provide su�cient area to perform structural repairs. Contractor’s Structural Engineer shall inspect and approve shoring, shoring inspection certi�cate shall be approved by the COR before proceeding.

Repair cracks in the �oor slabs by exposing the cracks and injecting an approved epoxy adhesive.

Remove plaster to provide a bearing surface directly on the concrete for new steel supporting elements.

Indicated girders shall be located directly beneath unsupported �rst �oor masonry walls to carry the wall line loads.

New ground �oor columns shall be located below the unsupported �rst �oor columns to provide continuity of the load path.

STRUCTURAL NOTES:

1.

2.

3.

4.

5.

6.

7.

Modify existing wooden built-in cabinetry with glass doors in Data Entry room to accomodate new structural members.

S-001

IPE 240 IPE 240 IPE 240

IPE 450

IP

E

IP

E

0IP

E

IPE 450

IPE 240 IPE 240

IPE 450

IPE 240

8.

100x100x4

1 1

2 2

3 3

4 4

5 5

6 6

7 7

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

1 2 3 4 5 6 7

131415161718

S0

S0

S02

S02

7,400 200 3,100 200 4,500 200 6,800 200 12,800 200 3,000 200 8,900

7,400 200 6,450 200 6,650 200 5,500 200 7,350 200 13,350

1,8

4, 1,8

6, 3, 1,8

4, 1,9

4, 1,8

6, 3, 1,8

4, 7,600 800 1,500 1,500

1,000 1,500 1,500

1,500 1,500 1,500

7,200 13,050 800

1,350 800

8,100

2, 4, 2, ,5

2, 4, ,5

6,000 1,500 8,000 2,000 3,500 1,500 4,200 2,800 1,500 4,500 3,200 3,000 1,500 4,500 47,700

6,000 1,500 8,000 2,000 3,500 1,500 4,200 2,800 1,500 4,500 3,200 3,000 1,500 4,500 47,700

7,400 1,500 1,500

2,000 1,500 1,500

1,675 1,500 1,500

1,350 1,500 1,500

1,825 2,000 1,500

11,750 6,100

4, 1,8

1,2

1,1

2, 1,2

1,5

2, 1,2

2, 1,2

1,5

2, 1,7

2, 1,5

3, D3 D3 v p-6

W v p-1 W v p-1

W

D

D3 D3 D3D3D3

W2-pvW2-pvW2-pv W2-pv W1-pv W1-pv W1-pvW1-pv

W2-pv W2-pv

D

D

D4 D4 D4D4

D

W 2-p v v p-2 W

W 5-p v

W 5-p v

W 5-p v

W 4-p v

W 1-p v

D 1-p v

W2-pv W2-pv W10-pv W10-pv W10-pvW2-pv W1-pv W1-pv W1-pv W1-pvW1-pvW1-pv

W 1-p v

W 3-p v

W 1-p v v p-1

W v p-1 W v p-1

W

W 1-p v

W 1-p v

W 1-p v

D2

D

D2D2

D1 D2

D2 D2

D

W 7-p v

W 8-p v

W 9-p v

W 2-p v

W 2-p v

W10-pv W10-pv W10-pv

W2-pvW2-pv

D3D3 D3 F

Fabricated steel spiral stairs

(NEW COLUMN)

(NEW COLUMN)

900mm high RHS handrail and ballastrades to detail

900mm high RHS handrail and ballastrades to detail wc wc wcwcwhb w c w hb w hb whb whb whb w hb

Records/Data terrazzo floor fin

Chief Nurse Terrazzo floor fin

Common Room terrazzo floor fin

Clinical Research Room terrazzo floor fin

Meeting Room terrazzo floor fin

TBD

terrazzo floor fin

TBD

terrazzo floor fin

Laboratory terrazzofloor fin

Open terrace (Break/Smoking) quary tiles floor fin

Computer room terrazzo floor fin

Passage

Conference Room terrazzo floor fin

Break room terrazzo floor fin

Kitchen terrazzo floor fin

Store terrazzo floor fin

Passage

Male Female Lobby

M a le

Fe m a le

Passage Passage

SHORE ROOF AND POUR

NEW BOND BEAM

DEMOLISH EXISTING STAIRS,

CONSTRUCT NEW CODE

COMPLIANT STAIRWAY.

Follow shoring plan to support the roof structure during bond beam repairs. No excavation may begin before shoring is installed and inspected. Contractor’s Structural Engineer shall inspect and approve shoring, and the shoring inspection certi�cate shall be approved by the COR before work proceeds.

Remove plaster to provide a bearing surface directly on the concrete for shoring support. Patch and repair ceiling plaster after removing shoring.

Evaluate masonry courses below the bond beam and repaire/repoint masonry as required.

1. 2.

3.

S-002

FIRST FLOOR STRUCTURAL MODIFICATIONS - KOMBEWA CLINICAL RESEARCH CENTER

STRUCTURAL NOTES: