www.billbeall.com ±2,716 - ±6,245 SF Third Floor Class “A” Office Space

Information furnished regarding property is from sources deemed reliable, but no warranty or representation is made as to the accuracy thereof and same is submitted subject to errors, omissions, prior sale or lease or withdrawal, without notice.

1445 E. Republic Rd., Springfield, MO 65804

■ ±2,716 - ±6,245 SF Available ■ LEASE RATE: $23.00 / SF - Full Service Gross

■ Class “A” Professional Office Space ■ $35.00 Infill Allowance

■ Secure Access Controlled ■ Republic Rd. & Fremont Accessibility

■ Southeast Springfield Location ■ Third Floor Window Wall Design with Brilliant Views

HIGHLIGHTS

2921 S. National Ave., Spring�ield, MO 65804

(417) 887-5535 email: beall@billbeall.com

FOR LEASE

2921 S. National Ave., Spring�ield, MO 65804

(417) 887-5535 email: beall@billbeall.com

1445 E. Republic Rd.

Springfield, MO 65804

A

B

C

D

E

F

G

4

3

2

1

1

A2.3

2

A2.4

9"

9"

9"

9"

9"

1

A2.4

2

A2.3

5

0

6

2.3

2.7

C.3

C

.7

C.1

C

.9

22' -

6"

1' - 9"

14' - 0"

22' -

6"

1' - 9"

248

SF

STA

IR

ST1

76 S

F

ELEVA

TO

R

203

13' - 0"

470

SF

ELEVA

TO

R

LO

BB

Y

301

31 S

F

JA

NIT

OR

302 15

9 SF

MEN

304

163

SF

WO

MEN

305

1436

8 SF

LEA

SE S

PA

CE

300

118

SF

ELEC

TR

ICA

L

307

302

304

305

307

ST1E

ST2C

ST3D

248

SF

STA

IR

ST3

161

SF

STA

IR

ST2

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

P3

P3

P3

P3

P3

P3

P4

P4

P1

P4

P4

P2

P1

P3

P1

P2

P7

P2

P1

P3

P2 P3

P1

P1

A1.

5

3

A1.

6

3

A1.

5

8

5

A1.5

3

A2.4

05.0

01

07.0

04

3' - 0"

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

P7

P7

P9

P9

CLR

.

4' -

0"

2' -

6"

2' -

6"

CLR

.

3' -

0"

8' -

0"

C LR.

8' - 83/4 "

C LR.

6 ' - 0 " 6 ' - 0 1/2"

A1.

6

11

SIM

. & O

PP.

A1.

6

11

SIM

. & O

PP.

A1.

6

11

SIM

. & O

PP.

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

DO

WN

DO

WN

DO

WN

DOWN

DO

WN

DO

WN

P6

22.0

07

01.0

10

05.0

01

07.0

04

05.0

01

01.0

10

07.0

04

10.0

01

05.0

01

08.0

10

08.0

02

5' -0" 5'-0" 5 ' -0" 5 ' - 0" 5 ' - 0 " 5'-0 " 5 ' - 0 " 3' -9" 6 ' - 3" 6' - 3 " 3' - 9 " 5 ' - 0 " 5 ' -0 " 5 ' - 0 " 5 ' -0 " 5 ' -0 " 5 ' - 0 " 5 ' - 0 "

5' -

2 1

/4"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

4' -

2" +/-

05.0

01

01.0

10

07.0

04

4' -

2"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

07.0

04

01.0

10

05.0

01

08.0

02

08.0

12

08.0

12

2' -

8"

5' -

8"

2' -

8"

4' -

2"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

07.0

04

01.0

10

05.0

01

08.0

02

01.0

10

05.0

01

08.0

10

5'-0"5'-0"5'-0"5 ' -0"5'-0"5'-0"5'-0"3'-9"6'-3"6'-3"3'-9"5'-0"5' -0"5 '-0"5'-0"5'-0"5'-0"5'-0"

08.0

11

08.0

11

08.0

12

08.0

02

07.0

04

01.0

10

05.0

01

05.0

29

05.0

29

05.0

01

01.0

10

07.0

04

08.0

10

05.0

01

08.0

02

4' -

2"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

07.0

04

05.0

01

01.0

10

07.0

04

08.0

02

05.0

01

01.0

10

07.0

04

2' -

8"

5' -

8"

2' -

8"

08.0

12

A1.

2

2

SIM

.

A1.

2

2

SIM

.

05.0

31

10.0

06

10.0

06

10.0

06

10.0

06

NO

TE: R

EFER

TO

FIR

ST F

LOO

R P

LAN

AN

D E

NLA

RG

ED

TO

ILE

T R

OO

M P

LAN

ON

SH

EET A

1.4

FO

R D

ETAIL

ED

IN

FO

RM

ATIO

N O

N T

OIL

ET R

OO

MS.

10"

08.0

10

P10

P10

4' -0 "

4"

2

A6.2i

5' -0 "

43 S

F

ELEVA

TO

R

CO

NTR

OL

302A

302A

P1

2

GEN

ER

AL N

OTES

1.

UNLE

SS N

OTED O

THERW

ISE, D

IMENSIO

NS N

OTED O

N P

LANS A

RE F

ROM F

ACE O

F S

TUD T

O F

ACE O

F S

TUD.

DIM

ENSIO

NS N

OTED A

S "CLE

AR" OR "CLR

" ARE F

ROM F

INIS

H F

ACE O

F W

ALL

S.

2.

ALL

REQUIR

EMENTS F

OR R

ESTROOMS A

RE S

IMILAR O

N A

LL T

HREE F

LOORS. REFER T

O F

IRST F

LOOR P

LAN F

OR

FIX

TURES, A

CCESSORIE

S, P

ARTIT

ION T

YPES, A

ND D

IMENSIO

NS A

S T

YPIC

AL FOR S

ECOND A

ND T

HRID

FLO

OR

RESTROOMS. REFER T

O IN

TERIO

R D

RAW

INGS F

OR R

ESTROOM E

LEVATIO

NS, A

CCESSORIE

S A

ND F

INIS

HES.

G

2.7

P3

P9

4"8"

08.0

11

04.0

07

07.0

51

08.0

12

08.0

02

07.0

51

07.0

50

06.0

02

09.0

01

06.0

01

07.0

50

06.0

02

08.0

04

08.0

04

G

2.3

4" 8 "

P9

P3

05.0

29

08.0

12

08.0

04

08.0

04

08.0

02

04.0

07

07.0

51

07.0

51

08.0

11

07.0

50

06.0

02

07.0

50

06.0

02

BUTLE

R, R

OSENBURY &

PARTNERS, INC.

319 N M

AIN

ST. S

UIT

E 200

, SPRIN

GFIE

LD, M

ISSOURI, 65

806 T: 4

17-8

65-6

100

GEOFFREY H

ARDIN

BUTLE

R

A - 37

30

STATE O

F M

ISSOURI CERTIF

ICATE O

F A

UTHORIT

Y #0

0382

206 FOR A

RCHIT

ECTU

RE, ENGIN

EERIN

G, AND LANDSCAPE A

RCHIT

ECTURE

REVIS

ION

S

ISSU

E D

ATE

COPYRIG

HT 201

0 BUTLE

R, ROSENBURY &

PARTNERS, IN

C.

DR

AW

N B

Y

CH

EC

KED

BY

PR

OJE

CT

C:\U

sers\dha

ncoc

k\Doc

umen

ts\A

-ARCH-K

PMB_d

hanc

ock.rvt

1/1

4/2

014 1

1:1

4:5

3 A

M

THIR

D F

LOOR P

LAN

KPM C

orpo

rate O

ffice

Building

1445

EAST R

EPUBLIC S

TREET - S

PRIN

GFIE

LD, M

ISSOURI

A1.3

A1.3

A1.3

A1.3

KPM C

orpo

rate O

ffice

Building

January

10, 2014

TD

H

GH

B

13034.K

PM

B

1/8

" = 1

'-0"

1 TH

IRD

FLO

OR

PLA

N

2 Add

endu

m 08

Date 2

KEYN

OTE L

EG

EN

D

01.010

CENTER M

ULL

ION O

N C

OLU

MN A

ND G

RID

.

04.007

8"

PRECAST S

ILL. P

ROVID

E D

RIP

SCORE O

N B

OTTOM S

URFACE. TYPIC

AL.

05.001

STEEL COLU

MN P

ER S

TRUCTURAL. T

YPIC

AL.

05.029

LO

CATIO

N O

F S

HEARW

ALL

, AND X

-OR-V

BRACIN

G P

ER S

TRUCTURAL.

05.031

ROOF A

CCESS LADDER P

ER S

PECIF

ICATIO

NS. ROOF A

CCESS H

ATCH A

BOVE. REFER T

O R

OOF P

LAN.

06.001

CONTIN

UOUS W

OOD B

LOCKIN

G A

S S

HOW

N.

06.002

SHIM

AS R

EQUIR

ED. TYPIC

AL.

07.004

4"

SQUARE P

REFIN

ISHED D

OW

NSPOUT. REFER T

O S

ECTIO

NS F

OR P

ROFILE. CENTER O

N M

ULL

ION A

T T

HIR

D

FLO

OR M

ULL

ION A

ND B

UILDIN

G G

RID

LINE A

S S

HOW

N. TYPIC

AL.

07.050

CAULK

. TYPIC

AL.

07.051

BACKER R

OD A

ND JOIN

T S

EALA

NT. TYPIC

AL.

08.002

EXTERIO

R S

TOREFRONT. 2"

X 4-1

/2" DARK B

RONZE F

RAMES W

ITH INSULA

TED G

LAZIN

G A

S IN

DIC

ATED. TYPIC

AL.

08.004

DARK B

RONZE R

EFLE

CTIV

E IN

SULA

TED G

LAZIN

G. TYPIC

AL EXCEPT W

HERE S

PANDREL GLA

SS IS

INDIC

ATED.

08.010

SQUARE D

ARK B

RONZE V

ERTIC

AL MULL

IONS A

T T

HIR

D F

LOOR C

ORNERS. TYPIC

AL.

08.011

BRAKE M

ETAL ASSEMBLY

AT IN

FILL BETW

EEN S

TOREFRONT A

ND C

URTAIN

WALL

SYSTEMS: 20

GA P

REFIN

ISHED

STEEL BRAKE M

ETAL OVER LIQ

UID

APPLIED V

APOR B

ARRIE

R O

VER 1/2" DENSGLA

SS S

HEATHIN

G O

VER 4" METAL

STUDS. IN

FILL STUD C

AVIT

Y W

ITH R

-15 BATT IN

SULA

TIO

N W

RAP A

ND C

ONTIN

UE B

RAKE M

ETAL, V

APOR B

ARRIE

R,

AND S

HEATHIN

G A

ROUND E

NDS O

F M

ETAL STUDS A

S S

HOW

N IN

PLA

N D

ETAIL(S

).

08.012

EXTERIO

R C

URTAIN

WALL

. 2-

1/4"

X 6" DARK B

RONZE F

RAMES W

ITH INSULA

TED G

LAZIN

G A

S IN

DIC

ATED. TYPIC

AL.

09.001

W

RAP 5/8" GYPSUM B

OARD A

ROUND O

PENIN

G F

RAMIN

G/B

LOCKIN

G A

ND R

ETURN T

O S

TOREFRONT F

RAMIN

G A

S

SHOW

N.

10.001

BUILDIN

G S

IGNAGE.

10.006

FIR

E E

XTIN

GUIS

HER A

ND S

URFACE-M

OUNTED C

ABIN

ET P

ER S

PECIF

ICATIO

NS.

22.007

MOP S

INK P

ER M

EP.

1 1

/2" = 1

'-0"

2

DETAIL

AT F

IRE W

ALL

TO

STO

REFO

NT

1 1

/2" = 1

'-0"

3

DETAIL

AT F

IRE/S

HEAR

WALL

TO

STO

REFR

ON

T

P1

5/8”

GYPSUM B

OARD E

ACH S

IDE O

VER 3-5

/8” 24

GA M

ETAL STUDS A

T 24”

O.C

. TIG

HT T

O B

.O. S

TRUCTURE A

BOVE.

INSULA

TE W

ITH 3” SOUND B

ATTS.

P2

5/8”

TYPE “X” GYPSUM B

OARD E

ACH S

IDE O

VER 6” 24

GA M

ETAL STUDS A

T 24”

O.C

. TIG

HT T

O B

.O. S

TRUCTURE

ABOVE. IN

SULA

TE W

ITH 3” SOUND B

ATTS.

P3

1-HOUR R

ATED F

IRE B

ARRIE

R S

IMILAR T

O G

A F

ILE N

O. W

P 120

0: O

NE LAYER 5/8” TYPE “X” GYPSUM W

ALL

BOARD

APPLIED P

ARALL

EL OR A

T R

IGTH A

NGLE

S T

O E

ACH S

IDE O

F 6” 24

GA. M

ETAL STUDS A

T 24”

O.C

. WIT

H 1” TYPE S

DRYW

ALL

SCREW

S A

T 8” O.C

. AT V

ERTIC

AL JO

INTS A

ND 12”

O.C

. AT F

LOOR A

ND C

EILIN

G R

UNNERS A

ND

INTERMEDIA

TE S

TUDS, T

IGHT T

O B

.O. S

TRUCTURE A

BOVE. JO

INTS S

TAGGERED 24”

ON O

PPOSIT

E S

IDES.

P4

1-HOUR R

ATED S

HAFT W

ALL

LIN

ER S

YSTEM P

ER G

YPSUM A

SSOCIA

TIO

N F

ILE N

O. W

P 680

0: O

NE LAYER 1” X 24”

TYPE “X” GYPSUM P

ANELS

INSERTED B

ETW

EEN 2-1

/2” FLO

OR A

ND C

EILIN

G R

UNNERS W

ITH T

-SECTIO

N S

ECTIO

N O

F

2-1/2”

STEEL “I” STUDS B

ETW

EEN P

ANELS

. ON O

PPOSIT

E S

IDE, P

ROVID

E O

NE L

AYER T

YPE “X” GYPSUM

WALL

BOARD A

PPLIED P

ARALL

EL TO S

TUDS W

ITH 1” TYPE S

DRYW

ALL

SCREW

S 12”

O.C

.

P5

2-1/2”

METAL STUD IN

FILL AT LOCATIO

NS W

HERE S

PANDREL GLA

SS IS

INDIC

ATED IN

ELE

VATIO

N A

ND D

ESTAILS.

REFER T

O D

ETAILS F

OR H

EIG

HTS. PROVID

E R

-11 3”

FIB

ERGLA

SS B

ATTS IN

CAVIT

Y.

P6

5/8”

GYPSUM B

OARD E

ACH S

IDE O

VER 4” METAL STUDS A

T 24”

O.C

. TIG

HT T

O B

.O. S

TRUCTURE A

BOVE.

P7

5/8”

GYPSUM B

OARD E

ACH S

IDE O

VER 3-5

/8” METAL STUDS A

T 24”

O.C

. TO 10’–0

” ABOVE F

INIS

H F

LOOR E

LEVATIO

N.

P8

5/8”

GYPSUM B

OARD R

OOM S

IDE O

VER 3-5

/8” METAL STUDS A

T 24”

O.C

. MIN

. 10’–0

” ABOVE F

INIS

H F

LOOR

ELE

VATIO

N.

P9

5/8”

GYPSUM B

OARD R

OOM S

IDE O

VER 2-1

/2” METAL STUDS A

T 24”

O.C

. MIN

. TO 6” ABOVE H

IGHEST A

DJA

CENT

CEILIN

G.

P10

2-

1/2”

METAL STUD F

URRIN

G A

T 24”

O.C

. MIN

. TO B

.O. H

IGHEST A

DJA

CENT C

EILIN

G F

RAMIN

G. REFER T

O IN

TERIO

R

DESIG

N (ID

) DRAW

INGS F

OR S

UBSTRATE A

ND F

INIS

H A

T T

HIS

LOCATIO

N.

P11

P12

5/8”

WATER-R

ESIS

TANT G

YPSUM B

OARD O

N T

OILET R

OOM S

IDE O

F 6” 24

GA M

ETAL STUDS A

T 24”

O.C

. AND 5/8”

GYPSUM B

OARD O

N O

UTSID

E O

F S

TUDS T

O B

OTTOM O

F S

TRUCTURE. FILL CAVIT

Y W

ITH 3” SOUND B

ATTS.

PAR

TIT

ION

TYPE L

EG

EN

D

W1

CLA

Y M

ASONRY U

NIT

S O

VER 4” METAL STUDS

MODULA

R C

LAY M

ASONRY U

NIT

S IN

RUNNIN

G B

OND O

VER A

IR S

PACE O

VER LIQ

UID

APPLIED M

OIS

TURE B

ARRIE

R

OVER ½

” DENSGLA

SS S

HEATHIN

G O

VER 400

S20

0-54

METAL STUDS A

T 12”

O.C

. PROVID

E R

-15 BATT IN

SULA

TIO

N IN

STUD C

AVIT

Y.

W2

PRECAST C

ONCRETE U

NIT

S O

VER 4” METAL STUDS

4” x 16”

x 24”

HORIZ

ONTAL PRECAST P

ANELS

IN R

UNNIN

G B

OND O

VER 1-1

/2” AIR

SPACE O

VER LIQ

UID

APPLIED

MOIS

TURE B

ARRIE

R O

VER ½

” DENSGLA

SS S

HEATHIN

G O

VER 400

S20

0-54

METAL STUDS. PROVID

E R

-15 BATT

INSULA

TIO

N IN

STUD C

AVIT

Y. EXTEND P

RECAST P

ANELS

FROM T

.O. C

MU A

T E

LEVATIO

N 99’-4

” TO 102

’-8”; P

ROVID

E

ARCHIT

ECTURAL PRECAST W

ATER T

ABLE

AND S

ILL AS S

HOW

N.

W3

CLA

Y M

ASONRY U

NIT

S O

VER 2-1

/2” METAL STUDS

MODULA

R C

LAY M

ASONRY U

NIT

S IN

RUNNIN

G B

OND O

VER A

IR S

PACE O

VER LIQ

UID

APPLIED M

OIS

TURE B

ARRIE

R

OVER ½

” DENSGLA

SS S

HEATHIN

G O

VER 250

S16

2-54

METAL STUDS A

T 12”

O.C

. AT B

ASE O

F W

ALL

, PROVID

E

PRECAST P

ANELS

AND W

ATERTABLE

PER W

2.

W4

CLA

Y M

ASONRY U

NIT

S O

VER 3-5

/8” METAL STUDS

MODULA

R C

LAY M

ASONRY U

NIT

S IN

RUNNIN

G B

OND O

VER A

IR S

PACE O

VER LIQ

UID

APPLIED M

OIS

TURE B

ARRIE

R

OVER ½

” DENSGLA

SS S

HEATHIN

G O

VER 362

S20

0-54

METAL STUDS A

T 12”

O.C

.

W5

METAL W

ALL

PANEL OVER R

OOF T

RUSSES

PREFIN

ISHED E

XPOSED F

ASTENER M

ETAL W

ALL

PANEL PER S

PECIF

ICATIO

NS S

HOP S

IDE O

VER N

O. 3

0 FELT

PER

SPECIF

ICATIO

NS O

VER1/2”

EXTERIO

R G

RADE O

RIE

NTED S

TRAND B

OARD O

VER V

ERTIC

AL LE

G O

F

PRE-M

ANUFACTURED, L

IGHT-G

UAGE S

TEEL ROOF T

RUSSES P

ER S

TRUCTURAL.

W6

FLA

SHIN

G O

VER 4” METAL STUDS

24 G

A. P

REFIN

ISHED S

HEET M

ETAL FLA

SHIN

G P

ER S

PECIF

ICATIO

NS O

VER LIQ

UID

APPLIED M

OIS

TURE B

ARRIE

R

OVER ½

” ORIE

NTED S

TRAND B

OARD O

VER 400

S20

0-54

METAL STUDS A

T 16”

O.C

.

WALL T

YPE L

EG

EN

D

1/1

4/1

4

PR

J2013-0

0967

02/1

0/1

4

A

B

C

D

E

F

G

4

3

2

1

1

A2.3

2

A2.4

9"

9"

9"

9"

9"

1

A2.4

2

A2.3

5

0

6

2.3

2.7

C.3

C

.7

C.1

C

.9

22' -

6"

1' - 9"

14' - 0"

22' -

6"

1' - 9"

248

SF

STA

IR

ST1

76 S

F

ELEVA

TO

R

203

13' - 0"

470

SF

ELEVA

TO

R

LO

BB

Y

301

31 S

F

JA

NIT

OR

302 15

9 SF

MEN

304

163

SF

WO

MEN

305

1436

8 SF

LEA

SE S

PA

CE

300

118

SF

ELEC

TR

ICA

L

307

302

304

305

307

ST1E

ST2C

ST3D

248

SF

STA

IR

ST3

161

SF

STA

IR

ST2

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

P3

P3

P3

P3

P3

P3

P4

P4

P1

P4

P4

P2

P1

P3

P1

P2

P7

P2

P1

P3

P2 P3

P1

P1

A1.

5

3

A1.

6

3

A1.

5

8

5

A1.5

3

A2.4

05.0

01

07.0

04

3' - 0"

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

P7

P7

P9

P9

CLR

.

4' -

0"

2' -

6"

2' -

6"

CLR

.

3' -

0"

8' -

0"

C LR.

8' - 83/4 "

C LR.

6 ' - 0 " 6 ' - 0 1/2"

A1.

6

11

SIM

. & O

PP.

A1.

6

11

SIM

. & O

PP.

A1.

6

11

SIM

. & O

PP.

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

4

A3.1

TYPIC

AL

DO

WN

DO

WN

DO

WN

DOWN

DO

WN

DO

WN

P6

22.0

07

01.0

10

05.0

01

07.0

04

05.0

01

01.0

10

07.0

04

10.0

01

05.0

01

08.0

10

08.0

02

5' -0" 5'-0" 5 ' -0" 5 ' - 0" 5 ' - 0 " 5'-0 " 5 ' - 0 " 3' -9" 6 ' - 3" 6' - 3 " 3' - 9 " 5 ' - 0 " 5 ' -0 " 5 ' - 0 " 5 ' -0 " 5 ' -0 " 5 ' - 0 " 5 ' - 0 "

5' -

2 1

/4"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

4' -

2" +/-

05.0

01

01.0

10

07.0

04

4' -

2"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

07.0

04

01.0

10

05.0

01

08.0

02

08.0

12

08.0

12

2' -

8"

5' -

8"

2' -

8"

4' -

2"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

07.0

04

01.0

10

05.0

01

08.0

02

01.0

10

05.0

01

08.0

10

5'-0"5'-0"5'-0"5 ' -0"5'-0"5'-0"5'-0"3'-9"6'-3"6'-3"3'-9"5'-0"5' -0"5 '-0"5'-0"5'-0"5'-0"5'-0"

08.0

11

08.0

11

08.0

12

08.0

02

07.0

04

01.0

10

05.0

01

05.0

29

05.0

29

05.0

01

01.0

10

07.0

04

08.0

10

05.0

01

08.0

02

4' -

2"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

07.0

04

05.0

01

01.0

10

07.0

04

08.0

02

05.0

01

01.0

10

07.0

04

2' -

8"

5' -

8"

2' -

8"

08.0

12

A1.

2

2

SIM

.

A1.

2

2

SIM

.

05.0

31

10.0

06

10.0

06

10.0

06

10.0

06

NO

TE: R

EFER

TO

FIR

ST F

LOO

R P

LAN

AN

D E

NLA

RG

ED

TO

ILE

T R

OO

M P

LAN

ON

SH

EET A

1.4

FO

R D

ETAIL

ED

IN

FO

RM

ATIO

N O

N T

OIL

ET R

OO

MS.

10"

08.0

10

P10

P10

4' -0 "

4"

2

A6.2i

5' -0 "

43 S

F

ELEVA

TO

R

CO

NTR

OL

302A

302A

P1

2

GEN

ER

AL N

OTES

1.

UNLE

SS N

OTED O

THERW

ISE, D

IMENSIO

NS N

OTED O

N P

LANS A

RE F

ROM F

ACE O

F S

TUD T

O F

ACE O

F S

TUD.

DIM

ENSIO

NS N

OTED A

S "CLE

AR" OR "CLR

" ARE F

ROM F

INIS

H F

ACE O

F W

ALL

S.

2.

ALL

REQUIR

EMENTS F

OR R

ESTROOMS A

RE S

IMILAR O

N A

LL T

HREE F

LOORS. REFER T

O F

IRST F

LOOR P

LAN F

OR

FIX

TURES, A

CCESSORIE

S, P

ARTIT

ION T

YPES, A

ND D

IMENSIO

NS A

S T

YPIC

AL FOR S

ECOND A

ND T

HRID

FLO

OR

RESTROOMS. REFER T

O IN

TERIO

R D

RAW

INGS F

OR R

ESTROOM E

LEVATIO

NS, A

CCESSORIE

S A

ND F

INIS

HES.

G

2.7

P3

P9

4"8"

08.0

11

04.0

07

07.0

51

08.0

12

08.0

02

07.0

51

07.0

50

06.0

02

09.0

01

06.0

01

07.0

50

06.0

02

08.0

04

08.0

04

G

2.3

4" 8 "

P9

P3

05.0

29

08.0

12

08.0

04

08.0

04

08.0

02

04.0

07

07.0

51

07.0

51

08.0

11

07.0

50

06.0

02

07.0

50

06.0

02

BUTLE

R, R

OSENBURY &

PARTNERS, INC.

319 N M

AIN

ST. S

UIT

E 200

, SPRIN

GFIE

LD, M

ISSOURI, 65

806 T: 4

17-8

65-6

100

GEOFFREY H

ARDIN

BUTLE

R

A - 37

30

STATE O

F M

ISSOURI CERTIF

ICATE O

F A

UTHORIT

Y #0

0382

206 FOR A

RCHIT

ECTU

RE, ENGIN

EERIN

G, AND LANDSCAPE A

RCHIT

ECTURE

REVIS

ION

S

ISSU

E D

ATE

COPYRIG

HT 201

0 BUTLE

R, ROSENBURY &

PARTNERS, IN

C.

DR

AW

N B

Y

CH

EC

KED

BY

PR

OJE

CT

C:\U

sers\dha

ncoc

k\Doc

umen

ts\A

-ARCH-K

PMB_d

hanc

ock.rvt

1/1

4/2

014 1

1:1

4:5

3 A

M

THIR

D F

LOOR P

LAN

KPM C

orpo

rate O

ffice

Building

1445

EAST R

EPUBLIC S

TREET - S

PRIN

GFIE

LD, M

ISSOURI

A1.3

A1.3

A1.3

A1.3

KPM C

orpo

rate O

ffice

Building

January

10, 2014

TD

H

GH

B

13034.K

PM

B

1/8

" = 1

'-0"

1 TH

IRD

FLO

OR

PLA

N

2 Add

endu

m 08

Date 2

KEYN

OTE L

EG

EN

D

01.010

CENTER M

ULL

ION O

N C

OLU

MN A

ND G

RID

.

04.007

8"

PRECAST S

ILL. P

ROVID

E D

RIP

SCORE O

N B

OTTOM S

URFACE. TYPIC

AL.

05.001

STEEL COLU

MN P

ER S

TRUCTURAL. T

YPIC

AL.

05.029

LO

CATIO

N O

F S

HEARW

ALL

, AND X

-OR-V

BRACIN

G P

ER S

TRUCTURAL.

05.031

ROOF A

CCESS LADDER P

ER S

PECIF

ICATIO

NS. ROOF A

CCESS H

ATCH A

BOVE. REFER T

O R

OOF P

LAN.

06.001

CONTIN

UOUS W

OOD B

LOCKIN

G A

S S

HOW

N.

06.002

SHIM

AS R

EQUIR

ED. TYPIC

AL.

07.004

4"

SQUARE P

REFIN

ISHED D

OW

NSPOUT. REFER T

O S

ECTIO

NS F

OR P

ROFILE. CENTER O

N M

ULL

ION A

T T

HIR

D

FLO

OR M

ULL

ION A

ND B

UILDIN

G G

RID

LINE A

S S

HOW

N. TYPIC

AL.

07.050

CAULK

. TYPIC

AL.

07.051

BACKER R

OD A

ND JOIN

T S

EALA

NT. TYPIC

AL.

08.002

EXTERIO

R S

TOREFRONT. 2"

X 4-1

/2" DARK B

RONZE F

RAMES W

ITH INSULA

TED G

LAZIN

G A

S IN

DIC

ATED. TYPIC

AL.

08.004

DARK B

RONZE R

EFLE

CTIV

E IN

SULA

TED G

LAZIN

G. TYPIC

AL EXCEPT W

HERE S

PANDREL GLA

SS IS

INDIC

ATED.

08.010

SQUARE D

ARK B

RONZE V

ERTIC

AL MULL

IONS A

T T

HIR

D F

LOOR C

ORNERS. TYPIC

AL.

08.011

BRAKE M

ETAL ASSEMBLY

AT IN

FILL BETW

EEN S

TOREFRONT A

ND C

URTAIN

WALL

SYSTEMS: 20

GA P

REFIN

ISHED

STEEL BRAKE M

ETAL OVER LIQ

UID

APPLIED V

APOR B

ARRIE

R O

VER 1/2" DENSGLA

SS S

HEATHIN

G O

VER 4" METAL

STUDS. IN

FILL STUD C

AVIT

Y W

ITH R

-15 BATT IN

SULA

TIO

N W

RAP A

ND C

ONTIN

UE B

RAKE M

ETAL, V

APOR B

ARRIE

R,

AND S

HEATHIN

G A

ROUND E

NDS O

F M

ETAL STUDS A

S S

HOW

N IN

PLA

N D

ETAIL(S

).

08.012

EXTERIO

R C

URTAIN

WALL

. 2-

1/4"

X 6" DARK B

RONZE F

RAMES W

ITH INSULA

TED G

LAZIN

G A

S IN

DIC

ATED. TYPIC

AL.

09.001

W

RAP 5/8" GYPSUM B

OARD A

ROUND O

PENIN

G F

RAMIN

G/B

LOCKIN

G A

ND R

ETURN T

O S

TOREFRONT F

RAMIN

G A

S

SHOW

N.

10.001

BUILDIN

G S

IGNAGE.

10.006

FIR

E E

XTIN

GUIS

HER A

ND S

URFACE-M

OUNTED C

ABIN

ET P

ER S

PECIF

ICATIO

NS.

22.007

MOP S

INK P

ER M

EP.

1 1

/2" = 1

'-0"

2

DETAIL

AT F

IRE W

ALL

TO

STO

REFO

NT

1 1

/2" = 1

'-0"

3

DETAIL

AT F

IRE/S

HEAR

WALL

TO

STO

REFR

ON

T

P1

5/8”

GYPSUM B

OARD E

ACH S

IDE O

VER 3-5

/8” 24

GA M

ETAL STUDS A

T 24”

O.C

. TIG

HT T

O B

.O. S

TRUCTURE A

BOVE.

INSULA

TE W

ITH 3” SOUND B

ATTS.

P2

5/8”

TYPE “X” GYPSUM B

OARD E

ACH S

IDE O

VER 6” 24

GA M

ETAL STUDS A

T 24”

O.C

. TIG

HT T

O B

.O. S

TRUCTURE

ABOVE. IN

SULA

TE W

ITH 3” SOUND B

ATTS.

P3

1-HOUR R

ATED F

IRE B

ARRIE

R S

IMILAR T

O G

A F

ILE N

O. W

P 120

0: O

NE LAYER 5/8” TYPE “X” GYPSUM W

ALL

BOARD

APPLIED P

ARALL

EL OR A

T R

IGTH A

NGLE

S T

O E

ACH S

IDE O

F 6” 24

GA. M

ETAL STUDS A

T 24”

O.C

. WIT

H 1” TYPE S

DRYW

ALL

SCREW

S A

T 8” O.C

. AT V

ERTIC

AL JO

INTS A

ND 12”

O.C

. AT F

LOOR A

ND C

EILIN

G R

UNNERS A

ND

INTERMEDIA

TE S

TUDS, T

IGHT T

O B

.O. S

TRUCTURE A

BOVE. JO

INTS S

TAGGERED 24”

ON O

PPOSIT

E S

IDES.

P4

1-HOUR R

ATED S

HAFT W

ALL

LIN

ER S

YSTEM P

ER G

YPSUM A

SSOCIA

TIO

N F

ILE N

O. W

P 680

0: O

NE LAYER 1” X 24”

TYPE “X” GYPSUM P

ANELS

INSERTED B

ETW

EEN 2-1

/2” FLO

OR A

ND C

EILIN

G R

UNNERS W

ITH T

-SECTIO

N S

ECTIO

N O

F

2-1/2”

STEEL “I” STUDS B

ETW

EEN P

ANELS

. ON O

PPOSIT

E S

IDE, P

ROVID

E O

NE L

AYER T

YPE “X” GYPSUM

WALL

BOARD A

PPLIED P

ARALL

EL TO S

TUDS W

ITH 1” TYPE S

DRYW

ALL

SCREW

S 12”

O.C

.

P5

2-1/2”

METAL STUD IN

FILL AT LOCATIO

NS W

HERE S

PANDREL GLA

SS IS

INDIC

ATED IN

ELE

VATIO

N A

ND D

ESTAILS.

REFER T

O D

ETAILS F

OR H

EIG

HTS. PROVID

E R

-11 3”

FIB

ERGLA

SS B

ATTS IN

CAVIT

Y.

P6

5/8”

GYPSUM B

OARD E

ACH S

IDE O

VER 4” METAL STUDS A

T 24”

O.C

. TIG

HT T

O B

.O. S

TRUCTURE A

BOVE.

P7

5/8”

GYPSUM B

OARD E

ACH S

IDE O

VER 3-5

/8” METAL STUDS A

T 24”

O.C

. TO 10’–0

” ABOVE F

INIS

H F

LOOR E

LEVATIO

N.

P8

5/8”

GYPSUM B

OARD R

OOM S

IDE O

VER 3-5

/8” METAL STUDS A

T 24”

O.C

. MIN

. 10’–0

” ABOVE F

INIS

H F

LOOR

ELE

VATIO

N.

P9

5/8”

GYPSUM B

OARD R

OOM S

IDE O

VER 2-1

/2” METAL STUDS A

T 24”

O.C

. MIN

. TO 6” ABOVE H

IGHEST A

DJA

CENT

CEILIN

G.

P10

2-

1/2”

METAL STUD F

URRIN

G A

T 24”

O.C

. MIN

. TO B

.O. H

IGHEST A

DJA

CENT C

EILIN

G F

RAMIN

G. REFER T

O IN

TERIO

R

DESIG

N (ID

) DRAW

INGS F

OR S

UBSTRATE A

ND F

INIS

H A

T T

HIS

LOCATIO

N.

P11

P12

5/8”

WATER-R

ESIS

TANT G

YPSUM B

OARD O

N T

OILET R

OOM S

IDE O

F 6” 24

GA M

ETAL STUDS A

T 24”

O.C

. AND 5/8”

GYPSUM B

OARD O

N O

UTSID

E O

F S

TUDS T

O B

OTTOM O

F S

TRUCTURE. FILL CAVIT

Y W

ITH 3” SOUND B

ATTS.

PAR

TIT

ION

TYPE L

EG

EN

D

W1

CLA

Y M

ASONRY U

NIT

S O

VER 4” METAL STUDS

MODULA

R C

LAY M

ASONRY U

NIT

S IN

RUNNIN

G B

OND O

VER A

IR S

PACE O

VER LIQ

UID

APPLIED M

OIS

TURE B

ARRIE

R

OVER ½

” DENSGLA

SS S

HEATHIN

G O

VER 400

S20

0-54

METAL STUDS A

T 12”

O.C

. PROVID

E R

-15 BATT IN

SULA

TIO

N IN

STUD C

AVIT

Y.

W2

PRECAST C

ONCRETE U

NIT

S O

VER 4” METAL STUDS

4” x 16”

x 24”

HORIZ

ONTAL PRECAST P

ANELS

IN R

UNNIN

G B

OND O

VER 1-1

/2” AIR

SPACE O

VER LIQ

UID

APPLIED

MOIS

TURE B

ARRIE

R O

VER ½

” DENSGLA

SS S

HEATHIN

G O

VER 400

S20

0-54

METAL STUDS. PROVID

E R

-15 BATT

INSULA

TIO

N IN

STUD C

AVIT

Y. EXTEND P

RECAST P

ANELS

FROM T

.O. C

MU A

T E

LEVATIO

N 99’-4

” TO 102

’-8”; P

ROVID

E

ARCHIT

ECTURAL PRECAST W

ATER T

ABLE

AND S

ILL AS S

HOW

N.

W3

CLA

Y M

ASONRY U

NIT

S O

VER 2-1

/2” METAL STUDS

MODULA

R C

LAY M

ASONRY U

NIT

S IN

RUNNIN

G B

OND O

VER A

IR S

PACE O

VER LIQ

UID

APPLIED M

OIS

TURE B

ARRIE

R

OVER ½

” DENSGLA

SS S

HEATHIN

G O

VER 250

S16

2-54

METAL STUDS A

T 12”

O.C

. AT B

ASE O

F W

ALL

, PROVID

E

PRECAST P

ANELS

AND W

ATERTABLE

PER W

2.

W4

CLA

Y M

ASONRY U

NIT

S O

VER 3-5

/8” METAL STUDS

MODULA

R C

LAY M

ASONRY U

NIT

S IN

RUNNIN

G B

OND O

VER A

IR S

PACE O

VER LIQ

UID

APPLIED M

OIS

TURE B

ARRIE

R

OVER ½

” DENSGLA

SS S

HEATHIN

G O

VER 362

S20

0-54

METAL STUDS A

T 12”

O.C

.

W5

METAL W

ALL

PANEL OVER R

OOF T

RUSSES

PREFIN

ISHED E

XPOSED F

ASTENER M

ETAL W

ALL

PANEL PER S

PECIF

ICATIO

NS S

HOP S

IDE O

VER N

O. 3

0 FELT

PER

SPECIF

ICATIO

NS O

VER1/2”

EXTERIO

R G

RADE O

RIE

NTED S

TRAND B

OARD O

VER V

ERTIC

AL LE

G O

F

PRE-M

ANUFACTURED, L

IGHT-G

UAGE S

TEEL ROOF T

RUSSES P

ER S

TRUCTURAL.

W6

FLA

SHIN

G O

VER 4” METAL STUDS

24 G

A. P

REFIN

ISHED S

HEET M

ETAL FLA

SHIN

G P

ER S

PECIF

ICATIO

NS O

VER LIQ

UID

APPLIED M

OIS

TURE B

ARRIE

R

OVER ½

” ORIE

NTED S

TRAND B

OARD O

VER 400

S20

0-54

METAL STUDS A

T 16”

O.C

.

WALL T

YPE L

EG

EN

D

1/1

4/1

4

PR

J2013-0

0967

02/1

0/1

4

2921 S. National Ave., Spring�ield, MO 65804

(417) 887-5535 email: beall@billbeall.com

1445 E. Republic Rd.

Springfield, MO 65804

E. REPUBLIC RD.