H1 Drawings VA-210168.pdf

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HCBA G

SHEET OF

DESIGNED BY REVIEWED BY

PROJECT NO.

O&M DIV.

SECURITY DIV.

FIRE SERV. DIV.

SAFETY OFC.

MASTER PLAN DIV.

SUBMITTED BY

CI/TTA BR.

USING AGENCY SCALE :

DRAWING NO. REF NO.

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON HUMPHREYS

UNIT # 15228, APO AP 96271-5228

R E V I S I O N S

APVD.

IMCOM

DEPUTY DESIGN BR.

CHIEF DESIGN BR.

DEPARTMENT OF THE ARMY

SYMBOL ZONE DESCRIPTION

R E V I S I O N S

DATE BY CHK.

REVIEWED BY

Pak, hp

USAG HUMPHREYS

AS SHOWN

ARCHITECTURAL

FD E

VA-210168

A-3

SCALE ; 1/5

- A3

DETAIL

BASE PLATE

250x250x9 THK.

SCALE ; 1/10

- A3

DETAIL

EXST. BEAM

SHEET METAL SIDING

RIBBED TYPE

EXST

A3

A3

METAL ROOF

EXST.

CONC. FOOTING

EXST.

CONC. FOOTING

EXST.

OPEN STORAGE SHED P-5553

INSTALL SIDE WALLS AT

SCALE ; 1/5

- A3

DETAIL

CHO/YI/SHIM

,9

,1

V A

R

IE

S ,1

@ 3,000 MM O.C.

STEEL COLUMN

H-150X150X7X10

INSTALL

CONC. FLOOR SLAB

EXST.

@ 9,000MM O.C.

STEEL COLUMNS

EXST.

SEE DET.

TO EXST. STEEL BEAM

STEEL STRAP W/WELDED

2EA. L-150X100X6T

A3

A3

CONC. FLOOR SLAB

EXST.

SEE DET.

TO EXST. STEEL BEAM

STEEL STRAP W/WELDED

2EA. L-150X100X6T

T

O

FL.

W/2-18MM BOLT

STEEL STRAP

2EA. L-100X150X6T

2EA. AB.

BASE PLATE W/

250x250x9 THK.

A3

A3 FLASHING

METAL

METAL GUTTER

EXST. METAL ROOF

EXST.

(E X

S T M

E T

A L

S

ID

IN

G

(E X

S T M

E T

A L

S

ID

IN

G

STEEL BEAM

EXST.

STEEL BEAM

EXST.

A3

A3

SEE DET.

2EA. AB.

BASE PLATE W/

250x250x9 THK.

EXST. CONDITION)

SIDING (MATCH TO

METAL RIBBED TYPE

INSTALL

(MATCH TO EXST. CONDITIONS)

(90X90) @ 9,000 MM O.C.

EXST. METAL DOWNSPOUT

REPLACE

A3A3

@ 3,500 MM O.C.

STEEL COLUMN

H-150X150X7X10

INSTALL

STEEL COLUMN

H-150X150X7X10

STEEL COLUMN

H-150X150X7X10

TO STEEL COLUMN

STEEL STRAP W/WELDED

L-250X200X9T

FIXED WINDOW W1

INSTALL

FLASHING

(REMOVE & REINSTALL)

SHEET METAL SIDING

RIBBED TYPE

EXST

TO STEEL COLUMN

STEEL STRAP W/WELDED

L-200X200X6T

EXST. CONDITION)

SIDING (MATCH TO

METAL RIBBED TYPE

INSTALL

TO STEEL COLUMN

STEEL STRAP W/WELDED

L-250X200X9T

FLASHING

TO STEEL COLUMN

STEEL STRAP W/WELDED

L-200X200X6T

(OR APPROVED EQUAL)

@1,300 MM O.C.

STEEL GIRT

L-250X50X20X3.2T

(OR APPROVED EQUAL)

@1,200 MM O.C.

STEEL GIRT

L-250X50X20X3.2T

MORTAR BED

CONC. CONT.

EXST.

DRAINAGE

EXST.

SCALE ; 1/ 20

- A3

TYICAL SIDE WALL SECTION

SCALE ; 1/ 20

- A3

TYPICAL END WALL SECTION

(OR APPROVED EQUAL)

L-250X50X20X3.2T CONT.

(OR APPROVED EQUAL)

L-250X50X20X3.2T CONT.

FL.

A3

A3

TYPICAL WALL SECTIONS AND DETAILS.

FIXED WINDOW W1

INSTALL

STEEL BEAM

EXST.

W/2-15MM BOLT

STEEL STRAP

2EA. L-150X100X6T

STEEL COLUMN

H-150X150X7X10

FLASHING

SHEET METAL

& REINSTALL)

SIDING (REMOVE

METAL RIBBED TYPE

EXST.

(OR APPROVED EQUAL)

@1,200 MM O.C.

STEEL GIRT

L-250X50X20X3.2T

FIXED WINDOW W1

INSTALL

SCALE ; 1/10

- A3

DETAIL

A3

A3

CONC. FLOOR

EXST.

STEEL COLUMN

H-150X150X7X10

300 SQ

MAKE HOLE

EXTENSION BAR

EXST.

STEEL COLUMN

H-150X150X7X10

NEW

SCALE ; 1/5

A2A3

DETAIL

BASE PLATE

250x250x12 THK.

MORTAR BED

(OR APPROVED EQUAL)

W/EPOXY GROUT

CHAMICAL BOLTS

2EA- M24x10 LG

OR APPROVED EQUAL

2EA- M22 CHAMICAL BOLT

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B. CONSTRUCTION/ALTERATION

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