MES-A1_As-built.pdf

SEE PLATE A-3 FOR WINDOW ELEVATIONS & DETAILS22

PREVENTOR

BACKFLOW

21 SEE PLATE A-3 FOR ENLARGED PLAN OF TOILETS

1 HOUR RATED FIRE WALL

RID ROOM IDENTIFCATION DEVICE, SEE A-2, 10440

RID

RID

RID

RID

RID

RIDRID

RID

RID

FE-1

RID

RID

RID

RID

RIDRID

RID

A-5

VALDOSTA, GEORGIA

109 EAST ADAIR STREET

CONSULTING ENGINEERS

& ASSOCIATES, INC.

KUN-YOUNG CHIU

ABOVE THIS AREA

MECH. MEZZ.

"= 1'-0"4

2' 0 4' 8'4'

4 = 1'-0""SCALE

3'2'1'012" 6"

SCALE

CONCRETE MASONRY UNITSCMU

8 1/2" GWB, 09250

A-1 A-1

1' 0"

1' 0"

1'-0"

2'-0"

3/4" = 1'-0"

DETAIL

A-1A-1

A

7 CORNER GUARD, 05500

2' 0" M

IN

1' 2"

2'-0"

VA

R

IE

S

3/4" = 1'-0"

SECTION

4'-4" AFF

8" 4"

DACA21-94-C-0031, L.I. HTAC943043

1'-0" 8"

1' 0"

8"8" 1' 0"

8"1'-0"

1' 0"

1' 0"

1'-0"1'-0"

A-1A-1

A-1 A-1

A-1A-1

8"

26'-8"

3/4" = 1'-0"

DETAIL

A-1A-1

3/4" = 1'-0"

DETAIL

A-1A-1

A-1 A-1

DETAIL

3/4" = 1'-0"

CB

A

A-1 A-1

4' 0 8' 16'8'

8 = 1'-0""SCALE

6' 0"

0"

3'-8"8'-0"

N O R

TH

1/4" = 1'-0"

PLAN

A-1A-1

B.9

D

CC

A-1A-1

A

AAAA

A

A

A

1'-4"

FIRE EXTINGUISHER TYPE 1, RECESSED CABINET

MOUNTING, SEE SPECIFICATIONS SECTION 10522

MOUNTING, SEE SPECIFICATIONS SECTION 10522

FIRE EXTINGUISHER TYPE 2, WALL BRACKETFE-2

WINDOW TYPE

DOOR NUMBER

FE-1

ROOM NUMBER

DOWNSPOUT

GYPSUM WALLBOARD

DS

GWB

LEGEND

CONCRETE MASONRY UNITS

WG WHEEL GUARD

A

05500.

WHEEL GUARD, SEE SPECIFICATIONS SECTION

4" CMU WALL

OTHERWISE.

ALL CMU WALLS ARE 8" THICK UNLESS NOTED

AND DETAILS.

CIVIL DRAWINGS FOR DIMENSIONS, MATERIALS,

ASSOCIATIVE RELATIONSHIPS ONLY. SEE

WALKS, DRIVEWAYS, ETC. ARE SHOWN FOR

NOTES

ALL EXTERIOR CMU EXCEPT ACCENT BAND SHALL

BE SPLIT FACE SCORED 8" O.C.

ACCENT BAND IN EXTERIOR MASONRY SHALL BE

4 RIB SPLIT RIB UNITS.

C O

IL

F A N

FI

LT

ER

RETURN

D F-

PLENUM

AHU-1

LADDER

N O R

TH

1/8" = 1'-0"

MECH. MEZZANINE PLAN

D

C

MECH.

WG

WG

WG

WG DSDSDSDS

DS DS DS DS

0"

4"

5' 4"

9' 4"

2'-0"8'-0"

6' 0"

7' 4"

6' 0"

6'-0"

0"

4"

8"

26'-8"

26'-8"8'-0"15'-4"

3'-4"

22'-8"6'-0"

0"

6' 0"

4"

4"

4"

4'-8" 8'-0" 14'-8" 6'-0" 6'-4" 10'-8"12'-4"

61'-4"

8"

8"

4'-8"

JAN.

14'-8"

8"

8"

3' 4"

8"

10'-8"

14'-8"

14'-8"

0"

8"

0"

8"

4"

2'-0"5'-4"20'-8"5'-4"29'-4"5'-4"6'-0"8'-8"5'-4"2'-0"

2 I3456789I0

I0 9 8 7 6 5 4 3 2 I

B

A

C

D

E

F

GG

F

E

D

C

B

A

CIVIL ENGINEER OFFICE

MOODY AFB GEORGIA

SYMBOL DESCRIPTION DATE BYZONE

TACTICAL AIR COMMAND

DEPARTMENT OF THE AIR FORCE

CHIEF OF DESIGN

APPROVED DATE SCALE

APPROVED

PROJECT ENGINEER

DATE A/E CONTRACT NO.

CHECKED BY DRAWN BY DRAWING NO. PLATE NO.

OF116-672-01JJKYC

AS SHOWN

A-1 10

10'-0"

50'-0"16'-0"30'-0"

23'-0"24'-0"24'-0"13'-0"10'-0" 96'-0"

1' 0"

1' 0"

8"

2' 0"

0"

0"

5' 4"

6' 0"

5' 4"

5' 4"

5' 4"

2' 0"

4"

6' 0"

8"

0"

0"

8"

8"

0"

72 65431

F

B.9

G

E

D

C

B

A

OIC

NCOIC

TRAINING

TAIL BINS

MOBILITY A

SUPPLY/TODO/CTK

OFFICE

OFFICE

MEN

WOMEN

ELECT.

PARTS/EQUIP./MOBILITY STORAGE

CORRIDOR

EW

C

FLOOR PLAN

1/8" = 1'-0" N

O R

TH

16'-0" 6'-0" 74'-0"

96'-0"10'-0"

6' 0"

0"

8"

MOBILITY B

FLOOR PLAN

MISSION EQUIPMENT STORAGE FACILITY

15-5/8"

7- 5/

8"

7- 5/ 8"

15-5/8" 7- 5/ 8"

7- 5/

8"

NOT TO SCALE

NOT TO SCALE

SPLIT RIB CONCRETE MASONRY CORNER UNIT

SPLIT RIB CONCRETE MASONRY UNIT

GRAPHIC SCALES

A-6A-1

A-1 A-6A-6A-1

A-1 A-6

A-1 A-7 A-7A-1

14'-0"

6' 8"

FE-2

FE-1

FE-1

FE-1

FE-2

FE-1

FE-1

FE-1

A-1 A-7 A-7A-1

0"

A-8A-1

1 2

A-1 A-8

A-8A-1

A-1 A-8

A-1 A-9

A-1 A-9A-9A-1

A-1 A-9

A-9A-1

A-1 A-9

A-1 A-10

A-10A-1

A-1 A-1

DETAIL

3/4" = 1'-0"

D

1' 0"

1' 8"

1'-0"1'-0"

A-1A-1

8"x16" CONCRETE CURB9

3" THICK CRUSHED GRANITE, #8910

11 4" SPLIT FACE CMU CAP UNIT

12 26 GUAGE ALUMINUM FLASHING

13 #6 REBAR CONTINOUS IN BOND BEAM

14 #5 REBAR @ 48" O.C.

15 GROUT ALL CELLS SOLID

16 MASONRY JOINT REINFORCING @ 16" O.C., 04200

17 FINISH GRADE, SEE CIVIL DRAWINGS

18 #5 HOOKS @ 48" O.C.

19 3-#5 REBAR CONTINOUS

#3 REBAR @ 48" O.C.20

3/4" = 1'-0"

DETAIL

A-1A-1

A-1 A-1

A-1 A-1

A-1A-1

8"

1' 4" lori.riley Text Box Nov 9, 2012

Model