dwg to pdf.pdf

D F

73'-8"

D W G F

IL

E C C F S A D D

S 1.

D W G

P

LO

T

S C A

LE

1:

P

LO

T

S

IZ

E x2

C R E A T E D

O N

:1 :4

DATE: 01/18/1995 -- 14:41:07

S-31

FOUNDATION PLAN

DSG

AS

WS

RDG

1/4"=1'-0"

1/20/95

1/4"=1'-0"

DGNFILE

6'-0" 2'-0" 6'-0" 10'-0" 6'-0" 10'-0" 6'-0" 2'-0" 6'-0" 9'-10"

33'-6 1/2 " 6'-7" 33'-6 1/2 "

S31S34 A

S31S34

AB

S34S31

S31S34 A

S31S34 C

SCALE: 1/4 "=1'-0"

FOUNDATION PLAN

D S34S31

D S34S31

S31S34 E

C J-

C J-

C J-

C J-

C J-

C J-

C J-

C J-

DCJ-2 DCJ-2 DCJ-2DCJ-2 DCJ-2

FTG

CHANGE CHANGE

FTG

TS

x5 x 1/

TS

x5 x 1/

NOTES:

DCJ-2 - DOWELED CONSTRUCTION JOINTS. ALL OTHER JOINTS ARE

CONTRACTION JOINTS. SEE TYPICAL DETAIL "G" ON SHEET S12

FOR JOINTS IN 4" SLAB.

MASONRY CONTROL JOINTS NOT SHOWN FOR CLARITY. REFER TO ELEVATIONS.

PROVIDE FOUNDATION DOWELS MATCHING THE SIZE & SPACING OF VERTICAL

WALL REINF. THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL

MASONRY WALL REINF. FOR VERTICAL WALL REINFORCEMENT & DETAILS

REFER TO NOTE #2 ON SHEET S33.

1.

2.

3.

4.

S31S34

F REVF

S34S31

13 DCJ-2 DCJ-2 DCJ-2 DCJ-2

TS

x5 x 1/

TS

x5 x 1/

DCJ-2

C S34S31

C J-

C J-

C J-

C J-

O R

IG

IN

A L

C O N T R A C T

N E W

A D D

IT

IO

N

5.

4" CONC SLAB W/ 6x6- W2.0x2.0 WWF OVER 6

MIL POLY VAPOR BARRIER

AND 6" CAPILLARY WATER

BARRIER. FF EL=100'-0"

TYP UNO

5'012"

SCALE: 1/4 INCH=1 FOOT

FOR DRAWING SHEETS S-1 THRU S-30 REFER TO ORIGINAL CONTRACT.

FOR GENERAL NOTES REFER TO S-1 OF ORIGINAL CONTRACT.

PIPE BOLLARDS OMITTED FOR CLARITY. SEE ARCH FOR LOCATIONS AND

DETAILS OF PIPE BOLLARDS.

N

O R

IG

IN

A L

A D D

IT

IO

N

C O N T R A C T

KEY PLAN

A J

D F

2'-0"3'-4"4'-6"

FY94

PN -----

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

Symbol Date

VALUE ENGINEERING PAYS

12345

D

C

B

A

5 4 3

TapanAm Associates, Inc.

FAX(913) 648-0848(913) 648-5411

8010 STATE LINE

Engineers Architects

McCONNEL AFB

CENTRAL FIRE STATION ADDITION

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURILEAWOOD, KANSAS 66208

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

Revisions Descriptions

FA4621-11-R-0010

Amendment 03 As-Built Drawings in pdf

95% SUBMISSION DEC 92

RDG

AS

SS

CENTRAL FIRE STATION

FY92 PROJECT NO.915003

KANSASMcCONNELL AFB

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

A

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

KANSAS CITY, MISSOURI

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT

Descriptions Revisions

Symbol Date Approved

B

C

D

VALUE ENGINEERING PAYS

12345

D

C

B

A

5 4 3

S-3

PARTIAL FOUNDATION PLAN

FA4621-11-R-0010

V.A.B. SECURITY FENCE DETAILS

S=8AS SHOWN

M.J.W.

M.J.W.

R.M.A.

RBL-1-1546

FILE = ZHA2:[100,100]FCNDC004.DGN

DATE = 3-FEB-92, 15:43:32

C-36 [100,100]FCNDC004

1 EDITED TEXT IN NOTE. 4-8-92

FA4621-11-R-0010

FA4621-11-R-0010

FY94

PN -----

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

Descriptions Revisions

Symbol

12345

D

C

B

A

5 4 3

TapanAm Associates, Inc.

FAX(913) 648-0848(913) 648-5411

8010 STATE LINE

Engineers Architects

McCONNEL AFB

CENTRAL FIRE STATION ADDITION

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURILEAWOOD, KANSAS 66208

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

FA4621-11-R-0010

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

KANSAS CITY, MISSOURI

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT

Descriptions Revisions

Symbol Date

12345

D

C

B

A

5 4 3

TapanAm Associates, Inc.

(913) 648-5411

8010 STATE LINE LEAWOOD, KANSAS 66208

Engineers Architects

McCONNELL AFB

FY92 PROJECT NO.915003

CENTRAL FIRE STATION

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

AS-BLT-130-142-01

FA4621-11-R-0010

S-35

SECTIONS

WS

1"=1'-0"

1"=1'-0"

6"

TOW EL 114'-0"

BY JOIST MANF (TYP)

SPECIAL BRG SEAT

SHEET (TYP).

DETAIL "D" ON THIS

BETWEEN JOIST. SEE

CONT DIAPHRAGM CHORD

4"

JOIST & ROOF DECK

} WELDED TO

1/4 " CONT BENT

@ 12" OC

5/8 "~ PUDDLE WELD

CLOSURE DETAIL (TYP)

SEE ARCH FOR

VERTICAL WALL REINF

STUDS @ 12" OC

1- 1/2 "~x6"LG HEADED 5/8 "x6" CONT } WITH

2'-0"

TOS EL 116'-9 5/8 "

{ SHEAR SPLICE{ COLUMN

FOR SIZE

TS COL - SEE PLANS

(NS & FS)

3/8 " PLATE(EA. SIDE)

3/8 " STIFF }

FOR DIMENSION SEE PLANS

ROOF SLOPE

SLOPE TO MATCH

CONT }

4"x 1/4 "

3"

CUT FROM

TS 6x3x 1/4

WELD DECK TO BENT }

W/ 5/8 "~ PUDDLE WELD

WITH WELD WASHERS

@ 6" OC (TYP).

18 GAGE PLATE

CONT (1'-6" WIDE)

D W G F

IL

E C C F S A D D

S .D W G

P

LO

T

S C A

LE

1:

T

S

IZ

E x2

C R E A T E D

O N

:4

DATE: 01/18/1995 -- 11:30:42

SCALE: 1"=1'-0"

SECTION

S32 S35 A

3/16 3/16

9GA LADDER TYPE

TIES @ 16" OC (TYP)

JOIST DESIGNER TO LOCATE

THIS WEB TO AVOID INTERFERENCE

WITH THE WALL (TYP)

8"

6"

12 12

6"

8"

3/16 2@12

2'-0"

TOW EL 114'-0"

6"

B S35S32

SECTION

SCALE: 1"=1'-0"

1/4

CAP } 1/2 " WITH

4- 3/4 "~ A325 BOLTS

1/4 2-6

1/4 2-6

SCALE: 1"=1'-0"

SECTION

S32 S35 C

SCALE: 3"=1'-0"

DETAIL

S35 S35 D

WELD TO

1/8 1-10DECK

4" 4"

TOS EL

116'-9 5/8 "

3'-3 1/2 "3'-3 1/2 "

S35S32 SCALE: 1"=1'-0"

K SECTION

8"6"

CONT 1/4 " BENT } WELDED

TO CONT BRG } WITH 3/16 "

FILLET WELDS 2" LG @ 12" OC

WELD DECK TO } W/ 5/8 "~

PUDDLE WELDS @ 6" OC

RIDGED INSULATION AND

STANDING SEAM ROOF

REFER TO ARCH

ROOF DECK

3/8 x6 CONT } W/ 3/4 "~x0'-6" LG HEADED

STUDS @ 24" OC

STEPPED BOND BEAM

REFER TO ELEV

CAST-IN

PLACE CONC

2-#6 CONT

TOW EL VARIES

4"

SCALE: 1"=1'-0"

SECTION

S32 S35 E F

S35S32

SECTION

SCALE: 1"=1'-0"

TIES @ 16" OC

#9 GA LADDER TYPE

REFER TO ELEV

STEPPED BOND BEAM

STUDS @ 24" OC

3/4 "~x0'-6" LG HEADED 3/8 x6 CONT } W/

ROOF DECK

REFER TO ARCH

STANDING SEAM ROOF

RIDGED INSULATION AND

PUDDLE WELDS @ 6" OC

WELD DECK TO } W/ 5/8 "~

FILLET WELDS 2" LG @ 12" OC

TO CONT BRG } WITH 3/16 "

CONT 1/4 " BENT } WELDED

8"12"

2" SEISMIC

JOINT

LIMITS OF EXIST

BRICK BELOW

EL 114'-0"

L3x3x 1/4

L2x2x 1/4

F

2'-2"

EXIST BRICK

ABOVE EL 114'-0"

S E

IS

M

IC

JO

IN

T

B R

IC

K

B

LO

C K

DIAPHRAGM

CHORD REFER

TO DET "D"

THIS SHEET

BUILT-IN }

PER SECT "F"

JO

IS

T

1"

S35 S35 H

G S35S32

DETAIL

SCALE: 1"=1'-0" SCALE: 1"=1'-0"

SECTION

S35 S35 H

SOFFIT FRAMING

REFER TO ARCH

1/4 " CONT

BENT }

2'-0"2'-2"

F

L3x3x 1/4

6" 1'012"

SCALE: 1 INCH=1 FOOT

E

SEE SHT S-33 (TYP)

5/8 "~ PUDDLE WELDS

W/ WELD WASHERS

@ 6" OC (TYP)

3/16 2@12

116'-9 5/8 "

TOS EL 4

J S35S32

SECTION

SCALE: 1"=1'-0"

W8x18

3/8 "x8" CONT BENT }

WELDED TO JOIST

EXTENSION

L2x2x 1/4 BRACE

TO TOP CHORD

PANEL POINT AT

EACH JOIST (TYP)

CONNECTION DETAIL

BY CONTRACTOR

MECHANICAL UNIT

EXTENDED TOP CHORD DESIGNED

BY JOIST DESIGNER. SEE

NOTE 4 ON SHT S-32 FOR

DESIGN REQUIREMENT (TYP).

1'-6"

1'-6"

3/16

TYP

3/16

1/4 } 3/8 x3x4

L3x3x 3/8

TYP

1/4

L3x3x 3/8 BETWEEN

EXIST BRICK 3/16

EL 114'-0"

TOP CHORD OF JOIST

@ PANEL POINT.

FIELD WELD BOTH

END ALL AROUND (TYP)

THIS SHEET

COORDINATE

W/ ARCH

FY94

PN -----

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

Descriptions Revisions

Symbol Date

VALUE ENGINEERING PAYS

12345

D

C

B

A

5 4 3

TapanAm Associates, Inc.

FAX(913) 648-0848(913) 648-5411

8010 STATE LINE

Engineers Architects

McCONNEL AFB

CENTRAL FIRE STATION ADDITION

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURILEAWOOD, KANSAS 66208

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

FA4621-11-R-0010

S-34

WS

RDG

1"=1'-0"

1/20/95

8"6"

1'-2"11"

9 GA LADDER

TYPE TIES

@ 16" OC

(TYP.)

#4 @ 10" OC

1'-6"

1'

5'-0" LONG MASONRY DOWEL,

SIZE AND THE SPACING TO

MATCH THE VERTICAL REINF.

IN THE SAME GROUTED CELL.

TOF EL 97'-6"

11"

BRICK LEDGE

#4 @ 12" OC

TOC EL=100'-0"

#5 @ 10" OC

4-#5 CONT

GROUT

8"6"

4-#5 CONT

#5 @ 10" OC

98'-0"

TOF EL

1'

11" 1'-2"

#4 @ 12" OC

1'-6"

2-#4 CONT 1'-6"#4 @ 12" OC

#4 @ 10" OC

EF CONT

WWF PER PLAN

(TYP.)

FLASHING

GALV

1-#5 CONT

CAPILLARY WATER

BARRIER (TYP.)

VERT WALL REINF, SEE SHT

S-33 FOR SIZE & SPACING

1'

MASONRY WALL

BEYOND

11"

REFER TO CIVIL

FOR DOOR STOOP

NO. 30 FELT (TYP)

LEVELING GROUT

TOC EL=100'-0"

4-#7 VERT

REMAINDER @ 6" OC

2-#3 TIES @ 3" OC

TS 5x5x 1/4

COLUMN IS ERECTED

W/ CONCRETE AFTER

2'x2' BLOCKOUT FILL

AROUND COLUMN

1 LAYER NO. 30 FELT

SUBGRADE

95% COMPACTED

4'-0"x4'-0" SQ

SQ. PILASTER

1'-6"

1'

NO. 30 FELT

HEX NUTS

(2) HEAVY

CONCRETE

TOP OF

DIAMETER

T H R E A D

P R O

JE

C T

IO

N

BOLT

F S34S31

ELEVATION

SCALE: 3/4 "=1'-0"

LONGITUDINAL BARS

EXIST CONT

NEW ADDITION

CONTRACT

ORIGINAL

WALL BEYOND

EXIST 12" CMU

FOR CLARITY.

DOWELS NOT SHOWN

VERT BARS & MASONRY

ORIGINAL CONTRACT

LAP REINF WITH

4'-0"

3'-0"

NEW WALL

FOOTING

BOTTOM OF

TOP OF

FOOTING

LEDGE

BRICK

TOC EL=100'-0"

9 GA LADDER TYPE

3'-10"

1'-0"1'-0"

2" SEISMIC JOINT

TOC 100'-0"

8"

TOF EL

98'-0"

1'-10"

1'-0"

1'

SCALE: 1"=1'-0"

SECTION

S31S34 A

#5 @ 10"

CONT

#5 @ 10"

OC CONT

1" NON-SHRINK

3'-0"3'-0"

B S34S31

SECTION

SCALE: 1"=1'-0" SCALE: 1"=1'-0"

SECTION

S31S34 C

SCALE: NONE

ANCHOR BOLT DETAIL

TYPE 1

2'-4"

BARS

5'-0"

E S34S31

SECTION

SCALE: 1"=1'-0"

4"4"

BASE }

3/4 "x11x11"

D W G F

IL

E C C F S A D D

S .D W G

P

LO

T

S C A

LE

T

S

IZ

E x2

C R E A T E D

O N

:4

DATE: 01/18/1995 -- 11:27:21

8"6"

1'-2"1'-3"

#4 @ 10" OC CONT

1'-6"

1'

4'-6" LONG MASONRY DOWEL,

SIZE AND THE SPACING TO

MATCH THE VERTICAL REINF

IN THE SAME GROUTED CELL.

TOF EL=98'-0"

VERT WALL REINF

BRICK

LEDGE EL=99'-4"

#4 @ 12" OC

TOC EL=100'-0"

#5 @ 10" OC

6-#5 CONT

GROUT

1'-7"

4'-0"

#5 @ 10" OC

BARRIER (TYP.)

CAPILLARY WATER

WWF PER PLAN

D S34S31

SECTION

SCALE: 1"=1'-0"

CONT

WWF PER PLAN

WWF PER PLAN

3/4 "

1/

1/

S34 S34 A

D S34S34

WWF PER PLAN

EXIST MASONRY DOWELS

#5 @ 24" MASONRY REINF

LAPPED W/ THE DOWELS

IN THE SAME GROUTED CELLS

ORIGINAL CONTRACTNEW ADDITION

TYPE 1

ANCHOR BOLT

TOF EL=98'-0"

1-#5 CONT

NO. 30 FELT

TOP OF

FOOTING

NO. 30 FELT

TIES @ 16" OC (TYP)

6" 1'012"

SCALE: 1 INCH=1 FOOT

1"

1/

T H R E A D

(1) HEAVY

HEXNUT

TACK WELD

3 PLACES

3/8 " SQ PLATE

WASHER

FY94

PN -----

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

Descriptions Revisions

Symbol Date

VALUE ENGINEERING PAYS

12345

D

C

B

A

5 4 3

TapanAm Associates, Inc.

FAX(913) 648-0848(913) 648-5411

8010 STATE LINE

Engineers Architects

McCONNEL AFB

CENTRAL FIRE STATION ADDITION

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURILEAWOOD, KANSAS 66208

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

FA4621-11-R-0010

D W G F

IL

E C C F S A D D

S .D W G

P

LO

T

S C A

LE

1:

T

S

IZ

E x2

C R E A T E D

O N

:4

DATE: 01/18/1995 -- 14:46:51

S-33

ELEVATIONS

WS

RDG

1/4"=1'-0"

1/20/95

48'-6"

EL 114'-0"

EL 102'-8"

FF EL 100'-0"

EL 109'-4"

22'-0" 24'-8"

CJ

EXISTING

12" CMU WALL

2" SEISMIC

JOINT

JOINT

2" SEISMIC

12" CMU WALL

EXISTING

CJ

24'-8" 22'-0"

EL 109'-4"

FF EL 100'-0"

EL 102'-8"

48'-6"

6"

SCALE: 1/4 "=1'-0"

ELEVATION

S32 S33 B

D S33S32

ELEVATION

SCALE: 1/4 "=1'-0"

4'-8" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 6'-8"

3'-4" 4'-0"

4'-0" 3'-4"

6'-8" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 4'-8"

C S33S32

ELEVATION

SCALE: 1/4 "=1'-0"

CJ

EL 109'-4"

FF EL 100'-0"

EL 102'-8"

D F

6"

5'-4"3'-4"3'-4"6'-0"14'-8"

7'-4"

6'-0"6'-0"4'-8"6'-0" 8'-8"7'-4"

E

36'-10" 36'-10"

33'-6 1/2 " 3'-3 1/2 "3'-3 1/2 " 33'-6 1/2 "

1'-2" 9'-4" 8'-0" 8'-0" 8'-0" 4'-8" 8'-0" 8'-0" 8'-0" 9'-4" 1'-2"

6"

26'-8"18'-0"26'-8"

6"

1'-2"9'-4"8'-0"8'-0"8'-0"4'-8"8'-0"8'-0"8'-0"9'-4"1'-2"

33'-6 1/2 "3'-3 1/2 "3'-3 1/2 "33'-6 1/2 "

36'-10"36'-10"

CJ

E

8'-8" 10'-0"6'-0" 2'-0" 6'-0"

4'-0"

6'-0"

4'-0"

10'-0" 6'-0" 2'-0" 6'-0"

6"

DF

EL 102'-8"

FF EL 100'-0"

EL 109'-4"

CJ

SCALE: 1/4 "=1'-0"

ELEVATION

S32 S33 A

D E E P

2'-8"

LI

N T E L 2-#6

LI

N T E L

D E E P

2'-8" 2-#6

S33 S33 E

S33S33

E REV

2'-8"

2-#5 @ EACH CELL#5 @32" OC

DOOR OPENING

2-#6 2-#6

SCALE: 1"=1'-0"

SECTION

S33 S33 E

NOTES

FOR GENERAL NOTES ON MASONRY REFER TO SHEET S-1.

CJ - WALL CONTROL JOINT

FOR BOND BEAM LINTELS OVER OPENINGS REFER TO SHEET S-28

VERTICAL MASONRY WALL REINF IS CONTINUOUS THROUGH ALL

THE INTERMEDIATE BOND BEAMS.

1.

2.

3.

4.

5.

2-#62-#6

2'-2"2'-2"

W/MATCHING DOWELS

UNLESS NOTED OTHERWISE.

JOINT REINFORCEMENT SHALL BE 9GA LADDER TYPE TIES @ 16" OC.

REFER TO REINFORCED CONCRETE MASONRY NOTE #4 ON SHEET S-1.

ALSO SEE REINFORCEMENT SCHEDULES AND TYPICAL MASONRY

DETAILS ON SHEETS S-27 AND S-28.

#5 @ 24" OC VERTICAL REINFORCEMENT

#5 @ 32" OC VERTICAL REINFORCEMENT

2'-8"

2'-8"

#5 @ 32" OC VERTICAL REINFORCEMENT

#5 @ 32" OC VERTICAL REINFORCEMENT

6" 1'012"

SCALE: 1 INCH=1 FOOT

5'012"

SCALE: 1/4 INCH=1 FOOT

2'-0" 3'-4" 3'-4"

D W G F

IL

E C C F S A D D

S .D W G

P

LO

T

S C A

LE

1:

T

S

IZ

E x2

C R E A T E D

O N

:4

DATE: 01/18/1995 -- 14:46:51

WS

RDG

1/4"=1'-0"

1/20/95

EL 114'-0"

EL 102'-8"

FF EL 100'-0"

EL 109'-4"

22'-0" 24'-8"

CJ

EXISTING

12" CMU WALL

2" SEISMIC

JOINT

JOINT

2" SEISMIC

12" CMU WALL

EXISTING

CJ

24'-8" 22'-0"

EL 109'-4"

FF EL 100'-0"

EL 102'-8"

48'-6"

6"

SCALE: 1/4 "=1'-0"

ELEVATION

S32 S33 B

D S33S32

ELEVATION

SCALE: 1/4 "=1'-0"

4'-8" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 6'-8"

3'-4" 4'-0"

4'-0" 3'-4"

6'-8" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 4'-8"

C S33S32

ELEVATION

SCALE: 1/4 "=1'-0"

CJ

EL 109'-4"

FF EL 100'-0"

EL 102'-8"

D F

6"

5'-4"3'-4"3'-4"6'-0"14'-8"

7'-4"

6'-0"6'-0"4'-8"6'-0" 8'-8"7'-4"

E

36'-10" 36'-10"

33'-6 1/2 " 3'-3 1/2 "3'-3 1/2 " 33'-6 1/2 "

1'-2" 9'-4" 8'-0" 8'-0" 8'-0" 4'-8" 8'-0" 8'-0" 8'-0" 9'-4" 1'-2"

6"

26'-8"18'-0"26'-8"

6"

1'-2"9'-4"8'-0"8'-0"8'-0"4'-8"8'-0"8'-0"8'-0"9'-4"1'-2"

33'-6 1/2 "3'-3 1/2 "3'-3 1/2 "33'-6 1/2 "

36'-10"36'-10"

CJ

E

8'-8" 10'-0"6'-0" 2'-0" 6'-0"

4'-0"

6'-0"

4'-0"

10'-0" 6'-0" 2'-0" 6'-0"

FY94

PN -----

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

Descriptions Revisions

Symbol Date

VALUE ENGINEERING PAYS

12345

D

C

B

A

5 4 3

TapanAm Associates, Inc.

FAX(913) 648-0848(913) 648-5411

8010 STATE LINE

Engineers Architects

McCONNEL AFB

CENTRAL FIRE STATION ADDITION

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURILEAWOOD, KANSAS 66208

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

FA4621-11-R-0010

73'-8"

D W G F

IL

E C C F S A D D

S .D W G

P

LO

T

S C A

LE

1:

T

S

IZ

E x2

C R E A T E D

O N

:4

DATE: 01/18/1995 -- 09:47:58

S-32

ROOF FRAMING PLAN

WS

RDG

1/4"=1'-0"

1/20/95

E

S E

IS

M

IC

JO

IN

T

E Q

S P A C E S

22KSP W/ EE

22KSP W/ EE

22K7 W/ EE

22KSP W/ EE

22KSP W/ EE

22K7 W/ EE

22K7 W/ EE

22K7 W/ EE

22K7 W/ EE

22K7 W/ EE 22K7 W/ EE

22K7 W/ EE

22K7 W/ EE

22KSP W/ EE

22KSP W/ EE

22KSP W/ EE

22KSP W/ EE

22K7 W/ EE

22KSP W/ EE

22KSP W/ EE

H O R

IZ

B R

ID

G

IN

G

H O R

IZ

B R

ID

G

IN

G

H O R

IZ

B R

ID

G

IN

G

H O R

IZ

B R

ID

G

IN

G

C S33S32

S32 S33 B

S32 S33 D

S32 S33 A

S32 S35 F

S32 S35 B

S32 S35 E

A S30S32

A S30S32

S32 S35 B

S32 S35 K

A S35S32

A S35S32

1:12

SLOPESLOPE

1:12

SCALE: 1/4 "=1'-0"

ROOF FRAMING PLAN

33'-6 1/2 " 6'-7" 33'-6 1/2 "

W x2

W x2

W8x18

W8x18

TS

x5 x 1/

TS

x5 x 1/

TOW EL 114'-0"TOW EL 114'-0"

NOTES:

1.

2.

3.

77.67'

.7

8'-2" 8'-2"

40.00 PSF61.54 PSF

SCALE: NONE

STANDING SEAM ROOF FASTENER DESIGN

10' 38.75'

58.8 PSF

22.8 PSF

SNOW DRIFT DIAGRAM

SCALE: NONE

G S35S32

S32 S35 G

REV

TS

x5 x 1/

S32 S35 C

W x2

W x2

W x2

W x2

MECH UNIT AHU5

WT=300 LBS

NET WIND UPLIFT DIAGRAM FOR

21.54 PSF

25.40 PSF

NET WIND UPLIFT DIAGRAM FOR

METAL DECK/JOIST WELD DESIGN

SCALE: NONE

65.40 PSF 43.80 PSF

8'-2"

8'-2"

.7

77.67'

4.

5'012"

SCALE: 1/4 INCH=1 FOOT

FD

JA

KEY PLAN

TS

x5 x 1/

S32 S35

J TYP

5.

C O N T R A C T

A D D

IT

IO

N

O R

IG

IN

A L

ROOF DECK SHALL BE GALVANIZED 1.5 B 20 GAGE WIDE RIB "VULCRAFT" STEEL ROOF DECK OR

EQUIVALENT. FOR ADDITIONAL INFORMATION REFER TO NOTES ON SHEET S1.

CONTRACTOR SHALL PROVIDE MECHANICAL UNIT SUPPORT DETAILS FOR APPROVAL. REFER TO

MECH. FOR LOCATION.

REFER TO MECH DWGS FOR ANY OTHER MECH UNITS HUNG FROM THE JOISTS. (NOT SHOWN ON

THIS PLAN FOR CLARITY).

EE INDICATES EXTENDED ENDS. DESIGN THE EXTENDED TOP CHORDS FOR 340 PLF UNIFORM

LOAD WITH A POINT LOAD OF 150 LBS AT THE LOWER TIP OF THE EXTENSION.

CONTRACTOR SHALL PROVIDE MECHANICAL UNIT SUPPORT FRAMING DETAIL FOR APPROVL AND

COORDINATE THE POINT LOADS WITH THE JOIST DESIGNER. REFER TO MECH. FOR LOCATIONS.

FOR GENERAL NOTES REFER TO SHEET S-1 OF ORIGINAL CONTRACT.6.

N

WT=200 LBS

MECH UNIT EF15

WT=200 LBS

MECH UNIT EF14 MECH UNIT EF8

WT=200 LBS

AHU7, WT=200 LBS

MECH UNIT AHU6 &

WT=300 LBS

MECH UNIT AHU8

SEE NOTE 5 (TYP)

FY94

PN -----

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

Descriptions Revisions

Symbol Date

VALUE ENGINEERING PAYS

12345

D

C

B

A

5 4 3

TapanAm Associates, Inc.

FAX(913) 648-0848(913) 648-5411

8010 STATE LINE

Engineers Architects

McCONNEL AFB

CENTRAL FIRE STATION ADDITION

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURILEAWOOD, KANSAS 66208

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

FA4621-11-R-0010

12 TYP.

FIRST FLOOR

TOP OF MASONRY

100'-0"

126'-0"

112'-0"

TOP OF MASONRY

@ MECH. ROOM

FIRST FLOOR

TOP OF MASONRY

100'-0"

112'-0"

126'-0"

TOP OF MASONRY

@ MECH. ROOM

12 TYP.

12 TYP.

100'-0"

FIRST FLOOR

TOP OF MASONRY

TOP OF MASONRY

123'-4"

118'-0"

122'-0"

108'-0"

12 TYP.

100'-0"

FIRST FLOOR

TOP OF MASONRY

TOP OF MASONRY

123'-4"

118'-0"

STANDING SEAM

METAL ROOF (TYP.)

VEHICLE BAY

EXHAUST FAN

(TYP.)

STANDING SEAM

METAL ROOF (TYP.)

VEHICLE BAY

EXHAUST FAN

(TYP.)

STANDING SEAM

METAL ROOF (TYP.)

STANDING SEAM

METAL ROOF (TYP.)

A-3A m003a03a.3d

1/8 " = 1'-0"

JDB

JDB

116'-0"

TOP OF MASONRY

TOP OF MASONRY

126'-0"

@ DINING ROOM

114'-0"

NORTH ELEVATION

SOUTH ELEVATION

EAST ELEVATION

WEST ELEVATION

BRICK RETURN

EXTERIOR FINISH

SYSTEM ABOVE ROOF

EXTERIOR FINISH

SYSTEM ABOVE ROOF

BRICK RETURN

1/12 SLOPE

122'-0"

123'-4"

116'-0"

EXHAUST LOUVER

DS

CJ

DS DS

DSDS

BEJ

CJ CJ

DS

CJ

CJ

CJ

EQUIPMENT YARD WALL SEE C-8

BEJ

CJ

BEJ

CJDS CJ

CJ

BEJ

DS

DS

DS

EXHAUST FAN

DS

DS

EXHAUST FAN

DS

LOUVER DS

LOUVER

DS

DS

CJ

BEJ

BEJ

DS

DS

DS

JMQ

McConnell Fire Department Station No. 1

EXTERIOR SIGNAGE -

PLACEMENT AS DIRECTED

BY CONTRACTING OFFICER

EXTERIOR SIGNAGE -

PLACEMENT AS DIRECTED

BY CONTRACTING OFFICER

BUILDING ELEVATIONS

modified 2-18-94

EXHAUST LOUVER 1/12 SLOPE

amendment 3 9/30/933

M MODIFICATION

M

INTAKE LOUVER

CJ

4/94

EFS WITH R=16 ABOVE 14'-0" R=4 BELOW 14'-0"

ACCENT STRIPE

M1

M1

X X

X X

EAST ELEVATION

WEST ELEVATION

X X

EAST ELEVATION

SOUTH ELEVATION

SCALE: 1/8 "=1'-0"

SCALE: 1/8 "=1'-0"

SCALE: 1/8 "=1'-0" SCALE: 1/8 "-=1'-0"

X X

NORTH ELEVATION

SCALE: 1/8 "=1'-0"

M1

M1 MODIFICATION SF049 12/95

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

SEE DETAIL 4 ON A-4 FOR ACCENT STRIP DETAIL3

ApprovedDateSymbol Revisions

Descriptions

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

AS-BLT-130-142-01

FA4621-11-R-0010

O

N

W N

WEIGHT

ROOM

SAUNA

STAIR

ELEC.

LA

U N D R Y

ELEV.

JAN.

TOILET

STAIR

328SF

245SF

122SF

705SF

196SF

162SF 43SF

84SF

98SF

214SF

488SF

367SF

165SF

CANOPY

CANOPY

OPEN TO VEHICLE BAYS BELOW

XX

PLAN NORTH

A-2A

ROOF LINE ABOVE

MECH.CHASE

3'-10" 10'-0" 3'-4" 7'-4"

4"

3'-4" 4'-8"

8"

17'-10"

6"

6' 0"

3'

8"

7'-4"

38'-2" 14'-6" 13'-11"

77SF

W

DD

SF

376SF

36SF

129SF

WOMEN

MEN

CHIEF'S

OFFICE

OFFICE

OFFICE

RECEPTTRAINING

OFFICE

ALARM

ROOM

TECHNICAL

SERVICES

ACOPS

CORRIDOR

CORRIDOR

TRAINING

T.A.

STOR

E

4"

7"

24'-4" 11'-0" 11'-0" 24'-4"

8" 51 8"

HIGH LIFT

70'-8"

8' 8"

0"

HIGH LIFT

149SF

811SF

185SF

205SF

4"

SLK/jdb

SLK/jdb

CORRIDOR

CORRIDOR

4"

3'-4"

2SOUTH

2W

ES

T

2E A

ST

2NORTH

202203204205

216 217 218

0 22

162'-4"

3'-4" 3'-2"

9.3

D .7

E.

204205

209 210 211

214 215

219 221

W

26'-4" 12'-7" 19'-10"

6'-8" 10'-5"

6'-0"

8'-8"

F

2' 0"

3"

17'-7"

3"

20'-5" 22'-0" 25'-2"

A A A A A A A

A A A A

1'-7"

6' 0"

9'-4"

6' 0"

A A

A-A-2

A-A-

A-A-

A4A1

A-

A1 A-

A4

SCALE: 11/2"=1'-0"

DETAIL

A-2 A-2

FINISH SYSTEM

BACKER ROD

SEALANT

RIGID INSULATION R=14

5/8 " GWB ON

2" FURRING

5/8 " GWB

DIRECT GLUE

FINISH SYSTEM

BACKER ROD

SEALANT

RIGID INSULATION R=14

5/8 " GWB

DIRECT GLUE

SCALE: 11/2"=1'-0"

DETAIL

A-2 A-2

8:1 m003a02a.3d

PIPE COLUMN

4"

E

D

EDGE OF ROOF

EDGE OF FLASHING

EDGE OF FLASHING

( DIRECT GLUE

IN STAIR )

SIMILAR

RIGID INSULATION R=16

RIGID INSULATION R=16

TYPICAL AT CORNERS ABOVE ROOF

A

6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"18'-0"

EMERG RESP

CONF ROOM

7'-5" 8'-5" 17'-4" 13'-11" 11'-7"

A

8'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"24'-0"

GAME

ROOM

TV

ROOM

UNIT KITCHEN

4'-0"3'-4"5'-4"3'-4"6'-0"3'-4"6'-0"3'-4"6'-6"

229SF

A

3'-4"6'-0" 3'-4"6'-0" 3'-4"6'-6"

C

EXTERIOR EDGE

OF WALL BELOW

A-A-

SIMILAR

M 6'-7"5'-0"

8'-0"

8'-2"

223A

A-1 A-2

CLOSET DETAIL

SCALE: 3/8 "=1'-0"

2'-0"

2' 0"

EQ

U A L

EQ

U A L

EQ

U A L

EQ

U A L

EQUAL EQUAL

4 " TYP 2 " TYP

DOOR CENTERED

TYPICAL

1/8 "

SCALE IN FEET

08 8 16

3/8 "01 2 4 6

SCALE IN FEET

1 1/2 "

SCALE IN FEET

01 1

222A222B

225A225B

A AA

A2AA9A

m m m m MODIFICATION SF006

F/E

CABINET F/E CABINET

SECOND FLOOR PLAN

ApprovedDateSymbol Revisions

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

RECORD DRAWING

REVISED FOR "AS BUILT" CONDITIONS

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

10/6/97

AS-BLT-130-142-01

ApprovedDateSymbol Revisions

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

RECORD DRAWING

REVISED FOR "AS BUILT" CONDITIONS

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

10/6/97

AS-BLT-130-142-01

FA4621-11-R-0010

U

KITCHEN

ELEC.

JAN.

MECHANICAL

VE

ST

WOMEN

VEST.

ELEV.

ELEV.

EQUIP.

STAIR

STAIR

VEHICLE BAYS

974SF

32SF

50SF

352SF

9952SF

216'-4"

73'-8"

LINE OF CANOPY ABOVE

PLAN NORTH

4"

2' 8"

X A-1A

LINE OF ROOF ABOVE

1029SF

65SF

STORAGE

9S

F

75 SF

190 SF

336SF21'-4" 11'-4"

8'-8" 4'-7" 10'-5"

31'-10"

79'-8"

6'-6"10'-0"18'-0"6'-0"3'-10"

9' 8"

0"

3' 4"

0"

8"

0"

2' 8"

0"

2' 8"

0"

2' 8"

0"

2' 8"

0"

4"

6'-6"10'-0"9'-4"

6' 6"

6' 8"

4' 0"

6' 0"

4' 0"

6' 8"

6' 6" 13 2"

0"

2"

COMM

14'-0"

5'-4"

15'-4"

5'-4"

8"

33'-4"

8'

0"

8"

8"

8"

8' 2"

8"

4"

E

TYP.

TYP.

TYP.

11'-0" 11'-0" 24'-4"24'-4" 70'-8"

9'-4" 6'-0" 2'-0"

5'-4" 8'-8" 6'-0"

7'-4"

4' 8"

10'-8" 8'-8"

3'-4"

32'-8"

20'-0"

6'-0"

BUNKBUNK BUNK

BUNKBUNKBUNK

BUNKBUNKBUNKBUNKBUNKBUNKBUNKBUNK

MEN

SH

O W

ER

CORRIDOR

CORRIDOR

DINING

DINING

LOBBY

CORRIDOR

CORRIDOR CORRIDOR

4' 0"

4' 0"

8' 0" south w es t ea st north highba lowba

11'-4"

5'-4"

D.7 E.2

9.3

SLOPE TO DRAIN

SLOPE TO DRAIN

SLOPE TO DRAIN

SLOPE TO DRAIN

Y

Y

Y

Y

YY

YY

115117118

143147

127A

104105106107108109110111

114 115

123 124 125 126

130131

6A

3A

10'-8"

A A A A A A A A

3'-4"

150A

MODULAR SIZE

PLAN

YY

1'-4"

Y

Y

YY

BRICK MODULE

STARTS

CL

PLAN

ELEVATION

BRICK MODULE

STARTS HERE

YY 1'-2"

WINDOW SILL

6"

SPECIAL SIZE "A"

1/

2 1/4 "

7 5/8 "

7 5/8 "

3 5/8 "

2 1 /4

7 5 /8

3 5/8 "

2 1/4 "

SEE SPECIAL SIZE "A"

IN DETAIL D ON

THIS SHEET

1"

SEE SPECIAL SIZE "A"

IN DETAIL D ON

THIS SHEET

10"\

Y

1'

Y

Y

1' 2"

YY 2"

INSTALL INSUL.

IN JOINT8" CMU

BACKER ROD

AND SEALANT

FACE BRICK

Y 1'-6"

FURRED

GWB

NOT SHOWN

Y

YY

A

SCALE: 11/2"=1'-0"

DETAIL

Y

12" CMU

A

SHEET METAL

WATER STOPINSULATION

R=14

A-1A A-1A

A-1A A-1A

PLAN

SEE SPECIAL SIZE "A"

IN DETAIL D ON

THIS SHEET

B

C

A-1AA-1A

A-1AA-1A

SEALANT WITH

BACKER ROD

A-1AA-4

A-1A-4

STEEL COLUMN

CC

B

3 4

AAA B

C C

BAAA

PIPE BOLLARDS

TYPICAL

NOTE: ALL STEM WALLS

ARE 12" CMU CONSTRUCTION

A7

1. SEE A-6 FOR EXPANDED TOILET PLANS

2. SEE A-12 FOR EXPANDED KITCHEN PLANS

F

EYE WASH AND

EMERG. SHOWER

SLK/jdb

SLK/jdb m003a01a.3d 8:1

0"

8"

3"

SOFFIT ABOVE

SEE A-12

PIPE BOLLARD TYPICAL

SEE SHEET C-9

PIPE BOLLARD TYPICAL

SEE SHEET C-9

TRENCH DRAIN

ELEVATION 108'-0"

WASH

FOUNTAIN

EWC

3'-4"6'-8" 6'-0" 6'-0"6'-8"

8' 8"

D DETAIL

A-1AA-1ASCALE: NTS

3. SEE A-7 FOR WALL TYPES. ANY

INTERIOR WALL NOT DESIGNATED OR SHOWN

IN A DETAIL IS A TYPE WALL.

LINE OF CANOPY

ABOVE

DOUBLE SOLDIER

COURSE

DOUBLE SOLDIER

COURSE ACCENT

BRICK

SPECIAL SIZE

CORNER BRICK

ELEVATION

DOUBLE SOLDIER

COURSE

CORNER DETAIL

COLUMN DETAILS

SCALE: 11/2"=1'-0"

SCALE: 11/2"=1'-0"

TYPICAL BOTH SIDES

OF VEHICLE BAYS

11'-4"

2'-0"

JMQ

4. ALL EXTERIOR WALLS SHALL HAVE GYPSUM

BOARD DIRECT GLUED EXCEPT MECHANICAL,

KITCHEN , VEHICLE BAYS AND OTHER

MAINTENANCE AREAS WITH EXPOSED CMU.

7'-8" 9'-7"

BUNKBUNK

BUNKBUNK

110A110B

BUNK

115A

BUNK

4'-8"3'-4"6'-0"

A

13'-4" 3'-4"6'-0" 3'-4"6'-0" 3'-4"6'-0" 3'-4" 8'-0"

3'-4"5'-4"3'-4"6'-0"3'-4"6'-0"3'-4"3'-4"

2'-8"

9'-9"

3'-4"4'-8"3'-4"6'-0" 3'-4"6'-0" 3'-4"6'-6"

10917'-4"4'-0"12'-8"

BUNK

STOR

3'-4"

9'-7" 9'-9" 9'-6"

0" GENERAL

SUPPLY SUPPLY

OFFICE

A A A

AA

GLV LV

125A

130A

131A

131B131C131D131E

3'-4" 14'-0"3'-4" 3'-4" 2'-0"2'-0"

144145

6A

6B

5B

5A

4A

4B

3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"9'-4"3'-4"17'-4"

2'-0"

4'-0"4'-0" 4'-0"

5 2

4'-8"16'-8"

8'-8"6'-0"4'-8"6'-0"7'-0" 14'-8" 6'-0"3'-4"3'-4"5'-0"

4'-5"

HG

.9

G .5G

10'-2"

4'-0"

E.

2ED

.9

B C

3 5. PROVIDE 3 FIRE EXTINGUSHER CABINETS

LOCATED ON THE FIRST FLOOR , AS DIRECTED

BY THE CONTRACTING OFFICER

M

M

M M

M M

1' 4"

Y

Y

145B

1B

8'-1"

STOR

105A 106

4A

116A116

157157A151A 151 152 153 154 155 156

7'-10" 7'-8" 7'-9" 7'-9" 7'-8" 7'-8" 7'-8"

4'-2" 140118 15213

157A14013

7A

5B

6A

9'-9"9'-8"10'-0"10'-9"

9'-5" 8'-5" 8'-0" 10'-0"

6A146

4/94

9/30/93

FIRST FLOOR PLAN

6A

6B

5B

5C

104B104C 107A 107B

115A 115B116B 116C 116D 116E117A 117B 14 6A

157D 157E15 7B

7C

6A

6B

5A

5B

4A

4B

3A

3B

2A

2B

1B

1C

1D

1E

149A149B

A-1A A-9A

A-1A A-9A

A-9A

MODIFICATION SF006

6. DIMENSIONS SHOWN FROM FURRED CMU

SURFACES ARE TAKEN FROM FACE OF CMU

1/8 "

SCALE IN FEET

08 8 16

1 1/2 "

SCALE IN FEET

01 1

TYP.

SOLICITATION AMENDMENT 3 POSTED

8"

7' 0"

A1A A3A

A1AA1A

A1A

A1A

(revised 5/4/94)

H H

H

H

M1

M1 MODIFICATION SF049 12/95

48" GRAB

BAR

2 1

F/E CABINET

F/E

CABINET

F/E CABINET

2" X6" STUDS

F/E

CABINET

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

ApprovedDateSymbol Revisions

Descriptions 10/6/97

M1

M2

M2

M2

M2

X

ApprovedDateSymbol Revisions

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

FA4621-11-R-0010

ApprovedDateSymbol Revisions

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

A US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

K.M.H.

K.M.H.

N.G.L.

D.E.B.

APRIL 1986

KIT81SK07 07 KIT81SK07

100,35

1:4

FOOD SERVICE

MECHANICAL & PLUMBING PLAN

USARC STANDARDS

NOT TO SCALE

FA4621-11-R-0010

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

A US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

S.GOODIN

K.R.B.W.

S.GOODIN

D.E.B.

APRIL 1986

KIT81SK06

ELECTRICAL & MECHANICAL PLAN

FOOD SERVICE -

100,3506

KIT81SK06

1:41/4"=1'-0"

( 4 )24 x 24 C.D.'S ( PERF. TYPE ) 12 x 12 NECK - 2 WAY 850 CFM EA.

KITCHEN FACILITY - MECHANICAL

USARC STANDARDS

FA4621-11-R-0010

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

A US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

1:1

S.GOODIN

K.R.B.W.

S.GOODIN

D.E.B.

1"=1'-0"

APRIL 1986

KIT81SK05 KIT81SK05

100,35

FOOD SERVICE - EQUIPMENT

SHALL BE 18 GA S/S ON FRONT, BACK AND TOP EDGE THE BACK PANEL SHALL BE

ATTACHED TO FRAME AFTER FRAME HAS BEEN BOLTED IN PLACE

ELEV. PLANS, & SECTIONS

USARC STANDARDS

FA4621-11-R-0010

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

A US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

S . GOODIN

K.R.B.W.K.R.B.W.

S . GOODIN

D.E.B.

1" = 1'-0"

APRIL 1986

KIT81SK04

KIT81SK04

100,35

1:1

FOOD SERVICE - EQUIPMENT

ELEV.PLANS, & SECTIONS

USARC STANDARDS

FA4621-11-R-0010

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

A US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

1:1

100,35

S.GOODIN

K.R.B.W.

S.GOODIN

D.E.B.

1" = 1' - 0"

APRIL 1986

1"

SCALE IN FEET

1 10 2

SCALE:1"=1'-0"

FOOD SERVICE - EQUIPMENT

ELEV. PLANS

KIT81SK03

USARC STANDARDS

KIT81SK03

FA4621-11-R-0010

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

S.GOODIN

R.K.H.

S.GOODIN

D.E.B.

APRIL 1986

KIT81SK02

1:8

100,35

KIT81SK02

FOOD SERVICE -EQUIPMENT

SCHEDULE

FOOD SERVICE EQUIPMENT SCHEDULE

LEGEND

QTY DESCRIPTION LOG.

CL.

EQUIPMENT

I.D. NUMBER MILITARY-FEDERAL

-COMMERCIAL

SPECIFICATIONS

EQUIPMENT SPESIFICATIONS

NATIONAL

STOCK NUMBER

DIMENSIONS

W D H

SPECIFICATIONS

AMPS WATTS KW CFM HP

POWER REQUIRED

VOLTS PHASE

ELECTRICAL SCHEDULE

ROUGH - IN LOCATION

ABOVE FINISHED FLOOR IN WALL STUB UP

REMARKS

CW HW DD HD FD FS GAS

LINE

BTU

PER MIN

CONNECTIONS AND SPECIFICATIONS

PLUMBING GAS AND STEAM SCHEDULE

SELF SERVICE EQUIPMENT

A-2 S-14-51 3

2 1 3 2 4 1 48 1 49 1

RACK FOOD SERVICE

DISPENSER SILVERWARE

URN, COFFEE TWIN AUTO

COUNTER FRONT

SNEEZE GUARD

A-2 A-2 A-2 A-1 A-1

DR-9-1

B-16-2 B-28-1 S-10-2 S-29-2

DISHWASHING EQUIPMENT

5 6 6 4

DISPENSER TABLEWARE

7 1 8 1 9 1

RACK TRAY

SHELF WALL MOUNTED

DISHTABLE CLEAN

DISHTABLE SOILED

DISHWASHER

A-2 A-1 A-1 A-1 A-1

D-12-5 D-13-2 D-2-1 D-2-2 D-3-3

TANK HEATER

BOOSTER HEATER

10 1

GARBAGE DISPOSER

HOOD EXHAUST

OMITTED

SPRAY ASSEMBLY

SPRAY ASSEMBLY

SINK POT AND PAN

OMITTED

HOOD EXHAUST

HEATER BOOSTER (SINK)

HEATER BOOSTER

A-1 A-1

A-1 A-1 A-1

A-1 A-1 A-1

KITCHEN AREA EQUIPMENT

D-9-1 D-10-1

D-16-2 D-16-2

PW-4-2

D-10-2

PW-1-1

PW-2-1

COLD FOOD COUNTER

TABLE HOT FOOD

FRYER DEEP FAT

RANGE FRY TOP

RANGE OPEN TOP

A-2 A-2 A-2 A-2 A-1 A-1

S-8-3 S-36-4 K-35-1 K-17-6 K-37-1 K-37-6

RACK STORAGE

HOOD EXAUST AIR CUTRAIN TYP

VEGETABLE PEELER

A-1 A-1

1 FED-00-V-185

DUO-AIRE

PEELER DISPOSER

DUCT-FAN-SWITCHES

SINK VEGETABLE TABLE

MIXING MACHINE

STAND MIXER

TABLE FOOD PREP

OPENER CAN

OMITTED

FROZEN FOOD CABINET

ICE MAKING MACHINE

SHELVING STORAGE

REFRIGERATOR

A-2 A-2 A-2 A-2

A-2

A-2 A-2

A-1

A-1

STORAGE AREA EQUIPMENT

R-1-1

K-40-2 K-25-1 K-42-1 S-34-3 K-26-1

B-22-1 D-14-7 S-26-3

OMITTED

OMITTED

OMITTED

SYSTEM HOOD FIRE

DUCT EXHUST

FAN EXAUST

SWITCH FAN

DUCT EXHUST

FAN EXHAUST

SWITCH FAN

FAN SUPPLY

FAN SUPPLY

FAN EXHAUST

BACKSPLASH

FAN EXHAUST

UNIT HEATER HORIZONTAL

1/2 SP

1/2 SP

1/2 SP

1/2 SP

1/4 SP

1/4 SP

A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1

KIDDE SENTINEL

LOREN COOK

LOREN COOK

CARNES

CARNES

LOREN COOK

LOREN COOK

A-1

MIL-D-40631

BUILT TO ORDER

MIL-R-43493

MIL-D-23828

MIL-U-43263

BUILT TO ORDER

BUILT TO ORDER

BUILT TO ORDER

BUILT TO ORDER

COMMERCIAL

FED-00-D-431

COMMERCIAL

COMMERCIAL

COMMERCIAL

BUILT TO ORDER

BUILT TO ORDER

BUILT TO ORDER

FED-W-H-196

MIL-H-43895

MIL-C-43300

MIL-T-43908

MIL-R-43870

FED-S-F-700

MIL-R-2357

MIL-R-2357

OR EQUAL

FED-00-V-185

BUILT TO ORDER

FED-00-M-38

FED-00-M-38

MIL-T-2256

MIL-0-40155

COMMERCIAL

MIL-1-11867

MIL-S-40144

FED-AA-R-200

COMMERCIAL

BUILT TO ORDER

OR EQUAL

COMMERCIAL

BUILT TO ORDER

OR EQUAL

COMMERCIAL

OR EQUAL

OR EQUAL

OR EQUAL

COMMERCIAL

COMMERCIAL

7320-00-938-8404

7320-00-674-4711 7310-01-0338764

7320-NONE

7320-00-056-8706

7320-01-038-3787

4540-01-036-0417

4510-NONE

4510-NONE

4520-01-041-2148 4520-01-042-0409

7310-01-007-5431 7310-01-032-4350 7320-00-111-7115 7310-01-035-5463 7310-01-031-6363 7310-00-823-7379

W-130 7320-01-034-2210

7320-00-205-2776 7320-01-006-5892 7320-01-083-2017 7330-00-272-2590

4110-01-024-8990 4110-01-047-5490 7125-00-590-1768 4110-01-007-8153

DRY CHEM

18UR3B

18UR3B

LGDAL 2

LGDAL 2

18UR3B

195R3B

24 30 36 36 27 64 1/4" 15 12 9 48 22 40

11'-0" 1 25

18 21 69

11'-0" 6" 36

AS DETAILED

6'-0" 34 37 10'-0" 34 37 26 30 66

NOMINAL

42 42 18

8 D 72 8 D 72 W 28 44

42 36 18 8 18 13 23 22 32

60 30 36 64 34 36 55 30 66 21 39 39 36 36 42 36 42 36

10'-10" 48 30 24 28 56

10 DIA. 20

96 30 44 20 22 32 24 24 30 48 30 36 6 8 14

32 36 85 36 38 72 48 24 80 87 38 85

12 12 20 20 21

13 13 24 24 24

SEE KITCHEN EQUIPMENT DRAWINGS

16.6

5.8

1/4

1/2 3/4

1/2 9.8

13.8 9.8

1/2

9.8

5.0

7.9 3/4

1600 5.8 1/4

1/4 1800 5.8

1600 1/4

1/4 1/4

2400 1/4

CYCLES

208 60 3

115 60 1

208 60

115 60 1

115 60 1

115 60

IW

20" TO TOP OF OUTLET

48" TO TOP OF OUTLET

20" TO TOP OF OUTLET

IW

IW

IW

IW

IW

IW

IW

18" TO TOP OF OUTLET

12" TO TOP OF OUTLET

24" TO TOP OF OUTLET

24" TO TOP OF OUTLET

24" TO TOP OF OUTLET

24" TO TOP OF OUTLET

24" TO TOP OF OUTLET

AS REQUIRED

7'-2" TO TOP OF OUTLET

IW

IW

IW

IW

IW

48" TO TOP OF OUTLET

84" TO TOP OF OUTLET

60" TO TOP OF OUTLET

60" TO TOP OF OUTLET

LOCATE AT ROOF

LOCATE IN KITCHEN

48" TO TOP OF OUTLET

LOCATE ON ROOF

LOCATE ON ROOF

LOCATE ON ROOF

LOCATE ON ROOF

IW

IW

LOCATE AT ROOF

48" TO TOP OF OUTLET IW

SU

SEE 05-SHEET FOR REQUIRED TRAY SLIDE

PROVIDE DISCONNECT SWITCH

W/WALL HOOK

W/WALL HOOK

W/QUICK GAS DISCONNECT

W/QUICK GAS DISCONNECT

W/QUICK GAS DISCONNECT

W/QUICK GAS DISCONNECT

LOCATED EXAUST FAN ON ROOF CURB 1'-6"MINIMUM CLEAR DISTANCE FROM

ROOF PARAPET WALL WHERE OCCURS.

24 HR. SERV. TO MICRO - SWITCH

CONNECT TO SWITCH NO. 44

OPERATES NO. 43 & NO. 50

OPERATES NO. 43 & NO. 51

INTERLOCKING WITH E,F,46

INTERLOCKING WITH E,F,43

INTERLOCKING WITH AUTO. MOTORIZED DAMPER.

INTERLOCK WITH E,F,39 KITCHEN HEAT AND VENT UNIT. WITH 2-SPEED MOTOR

HOT WATER, MINIMUM 12,000 BTU/HR. CAPACITY

1/2"

1/2" 1/2" 1 1/2" 3/4" 3"

3/4" 3/4"

1/2" 1/2" 1/2"

1/2" 1/2" 1/2" 2"

3/4"

3/8"

1/2" 3/4" 3/4"

14,400

120,000 132,000 162,000

3/4"CONNECT SEPERATE

1/2" 1/2" 3"

1/2"

LOG. CL. LEGEND LEGEND (LOGISTICS)

A-1 CONTRACTOR FURNISHED - CONTRACTOR INSTALLED

(MCAR ITEM."A")

A-2 CONTRACTOR FURNISHED - CONTRACTOR

INSTALLED (OMAR ITEM, "C")

E EXISTING EQUIPMENT ITEM - CONTRACTOR

TO INSTALL

ITEM

COLD WATER

HOT WATER

DIRECT DRAIN

HUB DRAIN

FLOOR DRAIN

FLOOR SINK

DIRECT STEAM IN

STEAM RETURN OUT WALL COLCK

EXHAUST DUCT

FIRE EXTINGUISHER

TELEPHONE OUTLET

EXHAUST HOOD FIRE SYSTEM

GAS NAT/LP NOTE: THE HEIGHT FOR ALL ROUGHING-IN WORK SHALL

BE SPECIFICALLY STATED.

ROUGHING-IN SYMBOLS

AFF - ABOVE FINISHED FLOOR

SU - STUB-UP

IW - RUN IN WALL - OUTLET SHALL BE FLUSH WITH WALL

OW - RUN IN WALL - CONNECTOR SHALL STICK OUT OF WALL

DFA - RUN DOWN FROM ABOVE

ABBREVIATION - LEGEND

CW COLD WATER

HW HOT WATER

DD DIRECT DRAIN

HD HUB DRAIN

FD FLOOR DRAIN

FS FLOOR SINK

W WASTE

USARC STANDARDS

FA4621-11-R-0010

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

AS-BLT-130-142-01

FA4621-11-R-0010

KITCHEN

ELEC.

JAN.

MECHANICAL

VE

ST

WOMEN

VEST.

ELEV.

ELEV.

EQUIP.

STAIR

STAIR

VEHICLE BAYS

974SF

32SF

50SF

352SF

9952SF

216'-4"

73'-8"

LINE OF CANOPY ABOVE

PLAN NORTH

4"

2' 8"

X A-1A

LINE OF ROOF ABOVE

1029SF

65SF

STORAGE

9S

F

75 SF

190 SF

336SF21'-4" 11'-4"

8'-8" 4'-7" 10'-5"

31'-10"

79'-8"

6'-6"10'-0"18'-0"6'-0"3'-10"

9' 8"

0"

3' 4"

0"

8"

0"

2' 8"

0"

2' 8"

0"

2' 8"

0"

2' 8"

0"

4"

6'-6"10'-0"9'-4"

6' 6"

6' 8"

4' 0"

6' 0"

4' 0"

6' 8"

6' 6" 13 2"

0"

2"

COMM

14'-0"

5'-4"

15'-4"

5'-4"

8"

33'-4"

8'

0"

8"

8"

8"

8' 2"

8"

4"

E

TYP.

TYP.

TYP.

11'-0" 11'-0" 24'-4"24'-4" 70'-8"

9'-4" 6'-0" 2'-0"

5'-4" 8'-8" 6'-0"

7'-4"

4' 8"

10'-8" 8'-8"

3'-4"

32'-8"

20'-0"

6'-0"

BUNKBUNK BUNK

BUNKBUNKBUNK

BUNKBUNKBUNKBUNKBUNKBUNKBUNKBUNK

MEN

SH

O W

ER

CORRIDOR

CORRIDOR

DINING

DINING

LOBBY

CORRIDOR

CORRIDOR CORRIDOR

4' 0"

4' 0"

8' 0" south w es t ea st north highba lowba

11'-4"

5'-4"

D.7 E.2

9.3

SLOPE TO DRAIN

SLOPE TO DRAIN

SLOPE TO DRAIN

SLOPE TO DRAIN

Y

Y

Y

Y

YY

YY

115117118

143147

127A

104105106107108109110111

114 115

123 124 125 126

130131

6A

3A

10'-8"

A A A A A A A A

3'-4"

150A

MODULAR SIZE

PLAN

YY

1'-4"

Y

Y

YY

BRICK MODULE

STARTS

CL

PLAN

ELEVATION

BRICK MODULE

STARTS HERE

YY 1'-2"

WINDOW SILL

6"

SPECIAL SIZE "A"

1/

2 1/4 "

7 5/8 "

7 5/8 "

3 5/8 "

2 1 /4

7 5 /8

3 5/8 "

2 1/4 "

SEE SPECIAL SIZE "A"

IN DETAIL D ON

THIS SHEET

1"

SEE SPECIAL SIZE "A"

IN DETAIL D ON

THIS SHEET

10"\

Y

1'

Y

Y

1' 2"

YY 2"

INSTALL INSUL.

IN JOINT8" CMU

BACKER ROD

AND SEALANT

FACE BRICK

Y 1'-6"

FURRED

GWB

NOT SHOWN

Y

YY

A

SCALE: 11/2"=1'-0"

DETAIL

Y

12" CMU

A

SHEET METAL

WATER STOPINSULATION

R=14

A-1A A-1A

A-1A A-1A

PLAN

SEE SPECIAL SIZE "A"

IN DETAIL D ON

THIS SHEET

B

C

A-1AA-1A

A-1AA-1A

SEALANT WITH

BACKER ROD

A-1AA-4

A-1A-4

STEEL COLUMN

CC

B

3 4

AAA B

C C

BAAA

PIPE BOLLARDS

TYPICAL

NOTE: ALL STEM WALLS

ARE 12" CMU CONSTRUCTION

A7

1. SEE A-6 FOR EXPANDED TOILET PLANS

2. SEE A-12 FOR EXPANDED KITCHEN PLANS

F

EYE WASH AND

EMERG. SHOWER

SLK/jdb

SLK/jdb m003a01a.3d 8:1

0"

8"

3"

SOFFIT ABOVE

SEE A-12

PIPE BOLLARD TYPICAL

SEE SHEET C-9

PIPE BOLLARD TYPICAL

SEE SHEET C-9

TRENCH DRAIN

ELEVATION 108'-0"

WASH

FOUNTAIN

EWC

3'-4"6'-8" 6'-0" 6'-0"6'-8"

8' 8"

D DETAIL

A-1AA-1ASCALE: NTS

3. SEE A-7 FOR WALL TYPES. ANY

INTERIOR WALL NOT DESIGNATED OR SHOWN

IN A DETAIL IS A TYPE WALL.

LINE OF CANOPY

ABOVE

DOUBLE SOLDIER

COURSE

DOUBLE SOLDIER

COURSE ACCENT

BRICK

SPECIAL SIZE

CORNER BRICK

ELEVATION

DOUBLE SOLDIER

COURSE

CORNER DETAIL

COLUMN DETAILS

SCALE: 11/2"=1'-0"

SCALE: 11/2"=1'-0"

TYPICAL BOTH SIDES

OF VEHICLE BAYS

11'-4"

2'-0"

JMQ

4. ALL EXTERIOR WALLS SHALL HAVE GYPSUM

BOARD DIRECT GLUED EXCEPT MECHANICAL,

KITCHEN , VEHICLE BAYS AND OTHER

MAINTENANCE AREAS WITH EXPOSED CMU.

7'-8" 9'-7"

BUNKBUNK

BUNKBUNK

110A110B

BUNK

115A

BUNK

4'-8"3'-4"6'-0"

A

13'-4" 3'-4"6'-0" 3'-4"6'-0" 3'-4"6'-0" 3'-4" 8'-0"

3'-4"5'-4"3'-4"6'-0"3'-4"6'-0"3'-4"3'-4"

2'-8"

9'-9"

3'-4"4'-8"3'-4"6'-0" 3'-4"6'-0" 3'-4"6'-6"

10917'-4"4'-0"12'-8"

BUNK

STOR

3'-4"

9'-7" 9'-9" 9'-6"

0" GENERAL

SUPPLY SUPPLY

OFFICE

A A A

AA

GLV LV

125A

130A

131A

131B131C131D131E

3'-4" 14'-0"3'-4" 3'-4" 2'-0"2'-0"

144145

6A

6B

5B

5A

4A

4B

3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"9'-4"3'-4"17'-4"

2'-0"

4'-0"4'-0" 4'-0"

5 2

4'-8"16'-8"

8'-8"6'-0"4'-8"6'-0"7'-0" 14'-8" 6'-0"3'-4"3'-4"5'-0"

4'-5"

HG

.9

G .5G

10'-2"

4'-0"

E.

2ED

.9

B C

3 5. PROVIDE 3 FIRE EXTINGUSHER CABINETS

LOCATED ON THE FIRST FLOOR , AS DIRECTED

BY THE CONTRACTING OFFICER

M

M

M M

M M

1' 4"

Y

Y

145B

1B

8'-1"

STOR

105A 106

4A

116A116

157157A151A 151 152 153 154 155 156

7'-10" 7'-8" 7'-9" 7'-9" 7'-8" 7'-8" 7'-8"

4'-2" 140118 15213

157A14013

7A

5B

6A

9'-9"9'-8"10'-0"10'-9"

9'-5" 8'-5" 8'-0" 10'-0"

6A146

4/94

9/30/93

FIRST FLOOR PLAN

6A

6B

5B

5C

104B104C 107A 107B

115A 115B116B 116C 116D 116E117A 117B 14 6A

157D 157E15 7B

7C

6A

6B

5A

5B

4A

4B

3A

3B

2A

2B

1B

1C

1D

1E

149A149B

A-1A A-9A

A-1A A-9A

A-9A

MODIFICATION SF006

6. DIMENSIONS SHOWN FROM FURRED CMU

SURFACES ARE TAKEN FROM FACE OF CMU

1/8 "

SCALE IN FEET

08 8 16

1 1/2 "

SCALE IN FEET

01 1

TYP.

SOLICITATION AMENDMENT 3 POSTED

8"

7' 0"

A1A A3A

A1AA1A

A1A

A1A

(revised 5/4/94)

H H

H

H

M1

M1 MODIFICATION SF049 12/95

48" GRAB

BAR

2 1

F/E CABINET

F/E

CABINET

F/E CABINET

2" X6" STUDS

F/E

CABINET

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

ApprovedDateSymbol Revisions

Descriptions 10/6/97

M1

M2

M2

M2

M2

X

ApprovedDateSymbol Revisions

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

FA4621-11-R-0010

BUILDING SECTIONS

A-4 M003A004.3D

100'-0"

114'-0"

118'-0"

6"6"

4"

EL. 100'-0"

9"

9"

9"

100'-0"

114'-0"

118'-0"

DELUGE SHOWER AND EYE WASH

6" PIPE BOLLARD TYPICAL

3" O.H. DOOR TRACK

20 GEAR LOCKERS

6" PIPE BOLLARD TYPICAL

6" PIPE BOLLARD TYPICAL

3" O.H. DOOR TRACK

100'-0"

114'-0"

123'-4"

100'-0"

6" PIPE BOLLARD TYPICAL 6" PIPE BOLLARD TYPICAL

6" PIPE BOLLARD TYPICAL

120'-0"

3" HIGH LIFT O.H.

DOOR TRACK

9 GEAR LOCKERS

ROOF FRAMING SEE STRUCTURAL

114'-0"

123'-4"

120'-0"

3" HIGH LIFT O.H.

DOOR TRACK

BUILDING SECTION

1/4 "=1'-0"

STEEL BEAM SEE STRUCTURAL

6" PIPE BOLLARD TYPICAL

SCALE: A-1 A-4

BUILDING SECTION

1/4 "=1'-0"

SCALE: A-1A-4

JDB

JDB

1/8 "=1'-0"

12" CMU PAINT

PREFABRICATED DRAIN AND

GRATE CAST INTO SLAB

VARIES DOOR DE-ICER PIPING

SCALE = 1" = 1'0"

SECTION

A-4A-4

FOUNDATIONS SEE STRUCTURAL

O.H. SECTIONAL DOOR

STRUCTURAL STEEL FRAME

WASH FOUNTAIN

12" CMU

PAINT

PERIMETER INSULATION

EXTEND 2 FT. UNDER SLAB

A-4A-4

WING WALL

EXTERIOR FINISH SCHEDULE

ITEM COLOR

FACE BRICK

SOLDIER COURSE BRICK

GUTTER AND DOWNSPOUTS

STANDING SEAM ROOF

ALUMINUM WINDOWS

ALUMINUM DOORS

HOLLOW METAL DOORS

OVERHEAD SECTIONAL DOORS

WINDOW GLAZING

SOFFIT

PARALLEL BEAM CEILING

AND FRAMES

STEEL LINTELS

CONRETE LINTELS

ACME BL PEP 250

ACME BL DTP103

FEDERAL STANDARD 20122

FEDERAL STANDARD 20122

PAINT TO MATCH SUPPORTED BRICK

PAINT TO MATCH ADJACENT BRICK

FEDERAL STANDARD 20059

CLAD WINDOWS

DARK BRONZE

DARK BRONZE

DARK BRONZE

BRONZE TINT

FACTORY FINISH POLYESTER

FACTORY FINISH POLYESTER

FACTORY FINISH POLYESTER WHITE

OVERHEAD DOOR JAMBS DARK BRONZE

TO BE SELECTED

TO BE SELECTED

PIPE BOLLARDS FEDERAL STANDARD 20059

LOUVERS

CUPPOLAAND CUPPOLA LOUVERS FEDERAL STANDARD 20122

DARK BRONZEFACTORY BAKED ENAMEL FINISH

PAINT TO MATCH CMU

PROVIDE A TOTAL OF 56 GEAR LOCKERS

INSTALLED IN THE VEHICLE BAYS AS DIRECTED BY THE CONTRACTING

OFFICER. SEE SPEC 10500.

SCALE:

EXTERIOR FINISH SYSTEM

ELEVATION 122'-0"

COLOR TO MATCH

ACME BRICK BL PEP 25

COLOR TO MATCH

ACME BRICK BL DTP 103

COLOR TO MATCH

ACME BRICK BL PEP 25

A-3

ACCENT STRIP

A-4

8" Y

Y

1 1/2 " = 1'-0"

INTERIOR FINISH VARIES

SOLICITATION AMMENDMENT 3 POSTED 9/30/93

ApprovedDateSymbol Revisions

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

RECORD DRAWING

REVISED FOR "AS BUILT" CONDITIONS

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

10/6/97

AS-BLT-130-142-01

FA4621-11-R-0010

FIRST FLOOR

TOP OF MASONRY

100'-0"

126'-0"

112'-0"

TOP OF MASONRY

@ MECH. ROOM

FIRST FLOOR

TOP OF MASONRY

100'-0"

112'-0"

126'-0"

TOP OF MASONRY

@ MECH. ROOM

12 TYP.

12 TYP.

100'-0"

FIRST FLOOR

TOP OF MASONRY

TOP OF MASONRY

123'-4"

118'-0"

122'-0"

108'-0"

12 TYP.

100'-0"

FIRST FLOOR

TOP OF MASONRY

TOP OF MASONRY

123'-4"

118'-0"

STANDING SEAM

METAL ROOF (TYP.)

VEHICLE BAY

EXHAUST FAN

(TYP.)

STANDING SEAM

METAL ROOF (TYP.)

VEHICLE BAY

EXHAUST FAN

(TYP.)

STANDING SEAM

METAL ROOF (TYP.)

STANDING SEAM

METAL ROOF (TYP.)

A-3A m003a03a.3d

1/8 " = 1'-0"

JDB

JDB

116'-0"

TOP OF MASONRY

TOP OF MASONRY

126'-0"

@ DINING ROOM

114'-0"

NORTH ELEVATION

SOUTH ELEVATION

EAST ELEVATION

WEST ELEVATION

BRICK RETURN

EXTERIOR FINISH

SYSTEM ABOVE ROOF

EXTERIOR FINISH

SYSTEM ABOVE ROOF

BRICK RETURN

1/12 SLOPE

122'-0"

123'-4"

116'-0"

EXHAUST LOUVER

DS

CJ

DS DS

DSDS

BEJ

CJ CJ

DS

CJ

CJ

CJ

EQUIPMENT YARD WALL SEE C-8

BEJ

CJ

BEJ

CJDS CJ

CJ

BEJ

DS

DS

DS

EXHAUST FAN

DS

DS

EXHAUST FAN

DS

LOUVER DS

LOUVER

DS

DS

CJ

BEJ

BEJ

DS

DS

DS

JMQ

McConnell Fire Department Station No. 1

EXTERIOR SIGNAGE -

PLACEMENT AS DIRECTED

BY CONTRACTING OFFICER

EXTERIOR SIGNAGE -

PLACEMENT AS DIRECTED

BY CONTRACTING OFFICER

BUILDING ELEVATIONS

modified 2-18-94

EXHAUST LOUVER 1/12 SLOPE

amendment 3 9/30/933

M MODIFICATION

M

INTAKE LOUVER

CJ

4/94

EFS WITH R=16 ABOVE 14'-0" R=4 BELOW 14'-0"

ACCENT STRIPE

M1

M1

X X

X X

EAST ELEVATION

WEST ELEVATION

X X

EAST ELEVATION

SOUTH ELEVATION

SCALE: 1/8 "=1'-0"

SCALE: 1/8 "=1'-0"

SCALE: 1/8 "=1'-0" SCALE: 1/8 "-=1'-0"

X X

NORTH ELEVATION

SCALE: 1/8 "=1'-0"

M1

M1 MODIFICATION SF049 12/95

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

SEE DETAIL 4 ON A-4 FOR ACCENT STRIP DETAIL3

ApprovedDateSymbol Revisions

Descriptions

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

AS-BLT-130-142-01

FA4621-11-R-0010

W N

WEIGHT

ROOM

SAUNA

STAIR

ELEC.

LA

U N D R Y

ELEV.

JAN.

TOILET

STAIR

328SF

245SF

122SF

705SF

196SF

162SF 43SF

84SF

98SF

214SF

488SF

367SF

165SF

CANOPY

CANOPY

OPEN TO VEHICLE BAYS BELOW

XX

PLAN NORTH

A-2A

ROOF LINE ABOVE

MECH.CHASE

3'-10" 10'-0" 3'-4" 7'-4"

4"

3'-4" 4'-8"

8"

17'-10"

6"

6' 0"

3'

8"

7'-4"

38'-2" 14'-6" 13'-11"

77SF

W

DD

SF

376SF

36SF

129SF

WOMEN

MEN

CHIEF'S

OFFICE

OFFICE

OFFICE

RECEPTTRAINING

OFFICE

ALARM

ROOM

TECHNICAL

SERVICES

ACOPS

CORRIDOR

CORRIDOR

TRAINING

T.A.

STOR

E

4"

7"

24'-4" 11'-0" 11'-0" 24'-4"

8" 51 8"

HIGH LIFT

70'-8"

8' 8"

0"

HIGH LIFT

149SF

811SF

185SF

205SF

4"

SLK/jdb

SLK/jdb

CORRIDOR

CORRIDOR

4"

3'-4"

2SOUTH

2W

ES

T

2E A

ST

2NORTH

202203204205

216 217 218

0 22

162'-4"

3'-4" 3'-2"

9.3

D .7

E.

204205

209 210 211

214 215

219 221

W

26'-4" 12'-7" 19'-10"

6'-8" 10'-5"

6'-0"

8'-8"

F

2' 0"

3"

17'-7"

3"

20'-5" 22'-0" 25'-2"

A A A A A A A

A A A A

1'-7"

6' 0"

9'-4"

6' 0"

A A

A-A-2

A-A-

A-A-

A4A1

A-

A1 A-

A4

SCALE: 11/2"=1'-0"

DETAIL

A-2 A-2

FINISH SYSTEM

BACKER ROD

SEALANT

RIGID INSULATION R=14

5/8 " GWB ON

2" FURRING

5/8 " GWB

DIRECT GLUE

FINISH SYSTEM

BACKER ROD

SEALANT

RIGID INSULATION R=14

5/8 " GWB

DIRECT GLUE

SCALE: 11/2"=1'-0"

DETAIL

A-2 A-2

8:1 m003a02a.3d

PIPE COLUMN

4"

E

D

EDGE OF ROOF

EDGE OF FLASHING

EDGE OF FLASHING

( DIRECT GLUE

IN STAIR )

SIMILAR

RIGID INSULATION R=16

RIGID INSULATION R=16

TYPICAL AT CORNERS ABOVE ROOF

A

6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"18'-0"

EMERG RESP

CONF ROOM

7'-5" 8'-5" 17'-4" 13'-11" 11'-7"

A

8'-0"3'-4"6'-0"3'-4"6'-0"3'-4"6'-0"3'-4"24'-0"

GAME

ROOM

TV

ROOM

UNIT KITCHEN

4'-0"3'-4"5'-4"3'-4"6'-0"3'-4"6'-0"3'-4"6'-6"

229SF

A

3'-4"6'-0" 3'-4"6'-0" 3'-4"6'-6"

C

EXTERIOR EDGE

OF WALL BELOW

A-A-

SIMILAR

M 6'-7"5'-0"

8'-0"

8'-2"

223A

A-1 A-2

CLOSET DETAIL

SCALE: 3/8 "=1'-0"

2'-0"

2' 0"

EQ

U A L

EQ

U A L

EQ

U A L

EQ

U A L

EQUAL EQUAL

4 " TYP 2 " TYP

DOOR CENTERED

TYPICAL

1/8 "

SCALE IN FEET

08 8 16

3/8 "01 2 4 6

SCALE IN FEET

1 1/2 "

SCALE IN FEET

01 1

222A222B

225A225B

A AA

A2AA9A

m m m m MODIFICATION SF006

F/E

CABINET F/E CABINET

SECOND FLOOR PLAN

ApprovedDateSymbol Revisions

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

RECORD DRAWING

REVISED FOR "AS BUILT" CONDITIONS

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

10/6/97

AS-BLT-130-142-01

ApprovedDateSymbol Revisions

Descriptions

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURI

Designed by:

Drawn by:

Checked by:

Submitted by:

Scale:

Date:

Dwg.

No.:

Sheet number:

12345

A

B

C

D

5 4 3 2 1

D

C

B

A

VALUE ENGINEERING PAYS

US Army Corps of Engineers

Plot Scale:

Design File:

File No.:

MCCONNELL AFB KANSAS

CENTRAL FIRE STATION

FY 92 PROJECT NO. 915003

29 AUG 1995

RECORD DRAWING

REVISED FOR "AS BUILT" CONDITIONS

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

10/6/97

AS-BLT-130-142-01

FA4621-11-R-0010

73'-8"

D W G F

IL

E C C F S A D D

S .D W G

P

LO

T

S C A

LE

1:

T

S

IZ

E x2

C R E A T E D

O N

:4

DATE: 01/18/1995 -- 09:47:58

WS

RDG

1/4"=1'-0"

1/20/95

E

S E

IS

M

IC

JO

IN

T

E Q

S P A C E S

22KSP W/ EE

22KSP W/ EE

22K7 W/ EE

22KSP W/ EE

22KSP W/ EE

22K7 W/ EE

22K7 W/ EE

22K7 W/ EE

22K7 W/ EE

22K7 W/ EE 22K7 W/ EE

22K7 W/ EE

22K7 W/ EE

22KSP W/ EE

22KSP W/ EE

22KSP W/ EE

22KSP W/ EE

22K7 W/ EE

22KSP W/ EE

22KSP W/ EE

H O R

IZ

B R

ID

G

IN

G

H O R

IZ

B R

ID

G

IN

G

H O R

IZ

B R

ID

G

IN

G

H O R

IZ

B R

ID

G

IN

G

C S33S32

S32 S33 B

S32 S33 D

S32 S33 A

S32 S35 F

S32 S35 B

S32 S35 E

A S30S32

A S30S32

S32 S35 B

S32 S35 K

A S35S32

A S35S32

1:12

SLOPESLOPE

1:12

SCALE: 1/4 "=1'-0"

ROOF FRAMING PLAN

33'-6 1/2 " 6'-7" 33'-6 1/2 "

W x2

W x2

W8x18

W8x18

TS

x5 x 1/

TS

x5 x 1/

TOW EL 114'-0"TOW EL 114'-0"

NOTES:

1.

2.

3.

77.67'

.7

8'-2" 8'-2"

40.00 PSF61.54 PSF

SCALE: NONE

STANDING SEAM ROOF FASTENER DESIGN

10' 38.75'

58.8 PSF

22.8 PSF

SNOW DRIFT DIAGRAM

SCALE: NONE

G S35S32

S32 S35 G

REV

TS

x5 x 1/

S32 S35 C

W x2

W x2

W x2

W x2

MECH UNIT AHU5

WT=300 LBS

NET WIND UPLIFT DIAGRAM FOR

21.54 PSF

25.40 PSF

NET WIND UPLIFT DIAGRAM FOR

METAL DECK/JOIST WELD DESIGN

SCALE: NONE

65.40 PSF 43.80 PSF

8'-2"

8'-2"

.7

77.67'

4.

5'012"

SCALE: 1/4 INCH=1 FOOT

FD

JA

KEY PLAN

TS

x5 x 1/

S32 S35

J TYP

5.

C O N T R A C T

A D D

IT

IO

N

O R

IG

IN

A L

ROOF DECK SHALL BE GALVANIZED 1.5 B 20 GAGE WIDE RIB "VULCRAFT" STEEL ROOF DECK OR

EQUIVALENT. FOR ADDITIONAL INFORMATION REFER TO NOTES ON SHEET S1.

CONTRACTOR SHALL PROVIDE MECHANICAL UNIT SUPPORT DETAILS FOR APPROVAL. REFER TO

MECH. FOR LOCATION.

REFER TO MECH DWGS FOR ANY OTHER MECH UNITS HUNG FROM THE JOISTS. (NOT SHOWN ON

THIS PLAN FOR CLARITY).

EE INDICATES EXTENDED ENDS. DESIGN THE EXTENDED TOP CHORDS FOR 340 PLF UNIFORM

LOAD WITH A POINT LOAD OF 150 LBS AT THE LOWER TIP OF THE EXTENSION.

CONTRACTOR SHALL PROVIDE MECHANICAL UNIT SUPPORT FRAMING DETAIL FOR APPROVL AND

COORDINATE THE POINT LOADS WITH THE JOIST DESIGNER. REFER TO MECH. FOR LOCATIONS.

FOR GENERAL NOTES REFER TO SHEET S-1 OF ORIGINAL CONTRACT.6.

N

WT=200 LBS

MECH UNIT EF15

WT=200 LBS

MECH UNIT EF14 MECH UNIT EF8

WT=200 LBS

AHU7, WT=200 LBS

MECH UNIT AHU6 &

WT=300 LBS

MECH UNIT AHU8

SEE NOTE 5 (TYP)

FY94

PN -----

No.:

File

File:

Design

Scale:

Plot of Engineers US Army Corps

2 1 number:

Sheet

No.:

Dwg.

Date:

Scale:

Submitted by:

Checked by:

Drawn by:

Designed by:

Descriptions Revisions

Symbol Date

VALUE ENGINEERING PAYS

12345

D

C

B

A

5 4 3

TapanAm Associates, Inc.

FAX(913) 648-0848(913) 648-5411

8010 STATE LINE

Engineers Architects

McCONNEL AFB

CENTRAL FIRE STATION ADDITION

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

KANSAS CITY, MISSOURILEAWOOD, KANSAS 66208

RECORD DRAWING

OCTOBER 1997

CONTRACT NO. DACA41-94-C-0004

REVISED FOR "AS BUILT" CONDITIONS 10/6/97

FA4621-11-R-0010

G F

IL

E C C F S A D D

S .D W G

P

LO

T

S C A

LE

1:

T

S

IZ

E x2

C R E A T E D

O N

:4

DATE: 01/18/1995 -- 14:46:51

WS

RDG

1/4"=1'-0"

1/20/95

EL 114'-0"

EL 102'-8"

FF EL 100'-0"

EL 109'-4"

22'-0" 24'-8"

CJ

EXISTING

12" CMU WALL

2" SEISMIC

JOINT

JOINT

2" SEISMIC

12" CMU WALL

EXISTING

CJ

24'-8" 22'-0"

EL 109'-4"

FF EL 100'-0"

EL 102'-8"

48'-6"

6"

SCALE: 1/4 "=1'-0"

ELEVATION

S32 S33 B

D S33S32

ELEVATION

SCALE: 1/4 "=1'-0"

4'-8" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 6'-8"

3'-4" 4'-0"

4'-0" 3'-4"

6'-8" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 4'-8"

C S33S32

ELEVATION

SCALE: 1/4 "=1'-0"

CJ

EL 109'-4"

FF EL 100'-0"

EL 102'-8"

D F

6"

5'-4"3'-4"3'-4"6'-0"14'-8"

7'-4"

6'-0"6'-0"4'-8"6'-0" 8'-8"7'-4"

E

36'-10" 36'-10"

33'-6 1/2 " 3'-3 1/2 "3'-3 1/2 " 33'-6 1/2 "

1'-2" 9'-4" 8'-0" 8'-0" 8'-0" 4'-8" 8'-0" 8'-0" 8'-0" 9'-4" 1'-2"

6"

26'-8"18'-0"26'-8"

6"

1'-2"9'-4"8'-0"8'-0"8'-0"4'-8"8'-0"8'-0"8'-0"9'-4"1'-2"

33'-6 1/2 "3'-3 1/2 "3'-3 1/2 "33'-6 1/2 "

36'-10"36'-10"

CJ

E

8'-8" 10'-0"6'-0" 2'-0" 6'-0"

4'-0"

6'-0"

4'-0"

10'-0" 6'-0" 2'-0" 6'-0"

6"

DF

EL 102'-8"

FF EL 100'-0"

EL 109'-4"

CJ

SCALE: 1/4 "=1'-0"

ELEVATION

S32 S33 A

D E E P

2'-8"

LI

N T E L 2-#6

LI

N T E L

D E E P

2'-8" 2-#6

S33 S33 E

S33S33

E REV

2'-8"

2-#5 @ EACH CELL#5 @32" OC

DOOR OPENING

2-#6 2-#6

SCALE: 1"=1'-0"

SECTION

S33 S33 E

NOTES

FOR GENERAL NOTES ON MASONRY REFER TO SHEET S-1.

CJ - WALL CONTROL JOINT

FOR BOND BEAM LINTELS OVER OPENINGS REFER TO SHEET S-28

VERTICAL MASONRY WALL REINF IS CONTINUOUS THROUGH ALL

THE INTERMEDIATE BOND BEAMS.

1.

2.

3.

4.

5.

2-#62-#6

2'-2"2'-2"

W/MATCHING DOWELS

UNLESS NOTED OTHERWISE.

JOINT REINFORCEMENT SHALL BE 9GA LADDER TYPE TIES @ 16" OC.

REFER TO REINFORCED CONCRETE MASONRY NOTE #4 ON SHEET S-1.

ALSO SEE REINFORCEMENT SCHEDULES AND TYPICAL MASONRY

DETAILS ON SHEETS S-27 AND S-28.

#5 @ 24" OC VERTICAL REINFORCEMENT

#5 @ 32" OC VERTICAL REINFORCEMENT

2'-8"

2'-8"

#5 @ 32" OC VERTICAL REINFORCEMENT

#5 @ 32" OC VERTICAL REINFORCEMENT

6" 1'012"

SCALE: 1 INCH=1 FOOT

5'012"

SCALE: 1/4 INCH=1 FOOT

2'-0" 3'-4" 3'-4"

D W G F

IL

E C C F S A D D

S .D W G

P

LO

T

S C A

LE

1:

T

S

IZ

E x2

C R E A T E D

O N

:4

DATE: 01/18/1995 -- 14:46:51

WS

RDG

1/4"=1'-0"

1/20/95

EL 114'-0"

EL 102'-8"

FF EL 100'-0"

EL 109'-4"

22'-0" 24'-8"

CJ

EXISTING

12" CMU WALL

2" SEISMIC

JOINT

JOINT

2" SEISMIC

12" CMU WALL

EXISTING

CJ

24'-8" 22'-0"

EL 109'-4"

FF EL 100'-0"

EL 102'-8"

48'-6"

6"

SCALE: 1/4 "=1'-0"

ELEVATION

S32 S33 B

D S33S32

ELEVATION

SCALE: 1/4 "=1'-0"

4'-8" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 6'-8"

3'-4" 4'-0"

4'-0" 3'-4"

6'-8" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 7'-4" 3'-4" 4'-8"

C S33S32

ELEVATION

SCALE: 1/4 "=1'-0"

CJ

EL 109'-4"

FF EL 100'-0"

EL 102'-8"

D F

6"

5'-4"3'-4"3'-4"6'-0"14'-8"

7'-4"

6'-0"6'-0"4'-8"6'-0" 8'-8"7'-4"

E

36'-10" 36'-10"

33'-6…