operations center and maintenance building€¦ · benham design, llc 622 emerson road suite 600...

BENHAM DESIGN, LLC622 EMERSON ROAD

SUITE 600SAINT LOUIS, MO 63141

T: 314-821-7017

WWW.BENHAM.COM

B

A

C

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78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE

FACILITY BLDG NO. DIV. DWG. NO. REV.

BLDG. NAME

BLDG. NO.

PROJ.

ENGINEER APPROVED OWNER APPROVED

AS INDICATED

WORK PACKAGE: 201BUSCH AGRICULTURAL RESOURCES, INC. (USA)

JONESBORO RICE MILL

JONESBORO, ARKANSAS

BUSCH AGRICULTURAL RESOURCES, INC. (USA)JONESBORO RICE MILLJONESBORO, ARKANSAS

NO. DATE DESCRIPTION OF REVISION OR ISSUE BY CHKPROJ.ENGR.

A BAPPROVAL

ISSUED FOR BID

1

COVER SHEET

JON 001 001

001OPERATIONS CENTER AND MAINTENANCE

GENERAL

ESR

MN

MN

MB

20200811

G

OPERATIONS CENTER AND MAINTENANCE BUILDING

PROJECT NUMBER: PS-042424

AUGUST 11, 2020

ISSUED FOR BID

PS-042424

SHEET INDEXPLANT BLDG. NO. DIV. DWG. NO. REV SHEET NAME

0000 - GENERAL

JON 001 G 001 1 COVER SHEET

0800 - ARCHITECTUAL

JON 001 A 100D 1 SITE PLAN - DEMOLITION

JON 001 A 100 1 SITE PLAN

JON 001 A 110 1 FLOOR PLAN

JON 001 A 110R 1 REFLECTED CEILING PLAN

JON 001 A 120 1 ROOF PLAN

JON 001 A 201 1 EXTERIOR ELEVATIONS

JON 001 A 301 1 BUILDING SECTIONS

JON 001 A 311 1 WALL SECTIONS



JON 001 A 401 1 ENLARGED PLANS AND ELEVATIONS




JON 001 A 601 1 PARTITION TYPES

JON 001 A 611 1 SCHEDULES

JON 001 A 901 1 BUILDING VIEW

JON 001 A 902 1 BUILDING VIEW

1 20200811 ISSUED FOR BID MN MB

GENERAL NOTES

KEYED NOTES

KEYED PLAN

001

002

002

002

001

005

005

005

005 005004

006

006

006

006006

004

008008008008

009

008

008

008

008

CR

AIG

HE

AD

905

RO

AD

003

003

011

EXISTING

BUILDING EXISTING

BUILDING

902

902

902

902

902

903901

AREA OF WORK

EXTENT OF DEMOLITION SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO BID.

904

003



T: 314-821-7017

WWW.BENHAM.COM

B

A

C

D

E

F

G

H

78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE

PLANT BLDG NO. DIV. DWG. NO. REV.

BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

SITE PLAN - DEMOLITION

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 100D

PS-042424

001 EXISTING CAST-IN-PLACE CONCRETE PAVEMENT TO REMAIN.

002 EXISTING CAST-IN-PLACE CONCRETE CURB TO REMAIN.

003 EXISTING CAST-IN-PLACE CONCRETE SIDEWALK TO REMAIN.

004 EXISTING FIRE HYDRANT TO REMAIN.

005 EXISTING AREA DRAIN TO REMAIN.

006 EXISTING FIXED STEEL BOLLARDS TO REMAIN.

008 EXISTING UTILITY POLE TO REMAIN.

009 EXISTING PROPANE TANKS TO REMAIN.

011 EXISTING SWING GATE TO REMAIN.

901 EXISTING CAST-IN-PLACE CONCRETE PAVEMENT TO BE REMOVED.

902 EXISTING CAST-IN-PLACE CONCRETE CURB TO BE REMOVED.

903 EXISTING CAST-IN-PLACE CONCRETE FLOOR SLAB TO BE REMOVED.

904 EXISTING CAST-IN-PLACE CONCRETE FOOTINGS AND FOUNDATIONS TO BE REMOVED.

SCALE IN FEET - 1" = 20'-0"

20' 10' 0' 20' 60'40'

N

FABRICATION OPERATIONS

B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE

1" = 20'-0"1 SITE PLAN - DEMOLITION


1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED ON PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD DETERMINING A LOCATION IS GIVEN, VERIFY WITH OWNERS REPRESENTATIVE PRIOR TO PROCEEDING.

2. EXISTING CONSTRUCTION IS ASSUMED. EXISTING CONSTRUCTION SHALL BE VERIFIED PRIOR TO BID FOR COORDINATION OF DEMOLITION AND NEW CONSTRUCTION.

3. UNLESS OTHERWISE NOTED, THE EQUIPMENT SHOWN IS FOR LAYOUT AND COORDINATION PURPOSES AND IS NOT IN CONTRACT. EQUIPMENT IS FURNISHED BY THE OWNER. COORDINATE LOCATION OF UTILITY CONNECTIONS WITH OWNERS REPRESENTATIVE.

4. AIR COMPRESSOR TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR.5. FREE STANDING 2T GANTRY CRANE TO BE FURNISHED AND INSTALLED BY THE OWNER.6. TOILET ACCESSORIES ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR.7. UNLESS OTHERWISE NOTED, THE FURNITURE SHOWN IS FOR LAYOUT AND COORDINATION

PURPOSES AND IS NOT IN CONTRACT. FURNITURE IS FURNISHED BY THE OWNER. COORDINATE LOCATION OF UTILITY CONNECTIONS WITH OWNERS REPRESENTATIVE.

8. REFER TO SCOPE OF WORK FOR FOR ADDITIONAL INFORMATION PERTAINING TO THIS WORK PACKAGE.

9. REFER TO GLOBAL TECHNICAL SPECIFICATIONS (GTS) FOR ADDITIONAL INFORMATION PERTAINING TO THIS WORK PACKAGE.

10. REFER TO TECHNICAL PROVISIONS (TP) FOR ADDITIONAL INFORMATION PERTAINING TO THIS WORK PACKAGE.

11. REFER TO GENERAL SHEET G-001 FOR SHEET INDEX.12. REFER TO ARCHITECTURAL SHEET A-100D FOR AREA OF WORK (DEMOLITION) PERTAINING

TO THIS WORK PACKAGE.13. REFER TO ARCHITECTURAL SHEET A-100 FOR AREA OF WORK (NEW CONSTRUCTION)

PERTAINING TO THIS WORK PACKAGE.14. REFER TO ARCHITECTURAL SHEET A-110 FOR FLOOR PLAN.15. REFER TO ARCHITECTURAL SHEET A-110R FOR REFLECTED CEILING PLAN.16. REFER TO ARCHITECTURAL SHEET A-120 FOR ROOF PLAN.17. REFER TO ARCHITECTURAL SHEET A-601 FOR PARTITION TYPES.18. REFER TO ARCHITECTURAL SHEET A-611 FOR DOOR SCHEDULE.19. REFER TO ARCHITECTURAL SHEET A-611 FOR FINISH SCHEDULE.

GENERAL NOTES

KEYED NOTES

KEYED PLAN

001

002

140140140140

152140140140140

152

129

124

124

126

132 132

129

170

171129

129 129 129

002

002

001

40' -

0"

10' -

0"

10' -

0"

20' - 0"

WASHDOWNAREA

003

005

005

005

005 005004

006

006

006

006006

004

008008008008

009

RE-GRADE EXISTING DRAINAGE DITCH. INSTALL RIPRAP TO ALLOW FOR PROPER DRAINAGE.

OPERATIONS CENTER

AND

MAINTENANCE BUILDING

008

008

008

008

CR

AIG

HE

AD

905

RO

AD

003

003

011

EXISTING

BUILDING EXISTING

BUILDING

60' -

0"

132

132

138

AREA OF WORK



T: 314-821-7017

WWW.BENHAM.COM

B

A

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78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

SITE PLAN

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 100

PS-042424



003 EXISTING CAST-IN-PLACE CONCRETE SIDEWALK TO REMAIN.

004 EXISTING FIRE HYDRANT TO REMAIN.

005 EXISTING AREA DRAIN TO REMAIN.

006 EXISTING FIXED STEEL BOLLARDS TO REMAIN.

008 EXISTING UTILITY POLE TO REMAIN.

009 EXISTING PROPANE TANKS TO REMAIN.

011 EXISTING SWING GATE TO REMAIN.

124 CAST-IN-PLACE CONCRETE PAVEMENT.

126 CAST-IN-PLACE CONCRETE APRON.

129 CAST-IN-PLACE CONCRETE CURB.

132 FIXED STEEL BOLLARD.

138 ACCESSIBLE RAMP WITH LANDING.

140 PRE-CAST CONCRETE SPLASHBLOCK.

152 METAL BUILDING SYSTEM CANOPY.

170 AREA DRAIN. DRAIN STORM WATER TO GRADE.

171 AREA DRAIN (FOR WASH DOWN) WITH COVER. CONNECT TO EXISTING SANITARY SEWERSYSTEM.

SCALE IN FEET - 1" = 20'-0"

20' 10' 0' 20' 60'40'

N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE

1" = 20'-0"1 SITE PLAN













1

1

2

2

2

A-201

4

A-201

1

A-201

3

3

A A

25' - 0" 25' - 0" 25' - 0" 18' - 0" 24' - 0" 15' - 0" 15' - 0" 15' - 0" 13' - 0" 2' - 0" 15' - 0" 8' - 0" 8' - 0"

4

4

5

5

6

6

3

A-201

A.5 A.5

2' -

6"27

' - 6

"27

' - 6

"2'

- 6"

25' - 0" 25' - 0" 25' - 0" 18' - 0" 24' - 0" 30' - 0" 28' - 0" 25' - 0" 8' - 0"

B B

W1

7

7

8

8

9

9

A.9 A.9

A.1 A.1

W1 W1 W1 W1W1

W1 W1 W1 W1

W1

W1

W1

W1W1W1W1

STORAGE

115

STORAGE

ELECTRICAL /IDF /

NETWORK

113

ELECTRICAL /IDF /

NETWORKJANITOR

114

JANITOR

MECHANICAL

110

MECHANICAL

MENS

109

MENS WOMENS

108

WOMENS

SMALLCONFERENCE

ROOM

107

SMALLCONFERENCE

ROOM

TEAM ROOM

106

TEAM ROOM TEAM ROOM

105

TEAM ROOM

GATHERING

112

GATHERINGCORRIDOR

111

CORRIDOR

TRAININGROOM

116

TRAININGROOM

BREAK AREA

117

BREAK AREA

ENTRY

101

ENTRY

OPENOFFICE

102

OPENOFFICE

WORKROOM

104

WORKROOM

LARGECONFERENCE

ROOM

103

LARGECONFERENCE

ROOM

MAINTENANCESHOP

122

MAINTENANCESHOP

CLIMATECONTROLLEDPARTS ROOM

121


TOILET

120

TOILET

SHOWER

119

SHOWER

LOCKERS

118

LOCKERS

122B

120A

119A

118A

122D

113A 114A

110B 109A 108A 107A

110A

106A 105A

103A

102A

116B

116A

115A

122A

60' -

0"

(BU

ILD

ING

OV

ER

ALL

DIM

EN

SIO

N)

208' - 0" (STRUCTURAL OVERALL DIMENSION)

75' - 0" 125' - 8"

9' - 6" 6' - 8" 39' - 6" 3' - 4" 8' - 0" 3' - 4" 32' - 0" 3' - 4" 12' - 0" 3' - 4" 4' - 8"

200' - 8" (BUILDING OVERALL DIMENSION)

75' - 0" 125' - 8"

208' - 0" (STRUCTURAL OVERALL DIMENSION)

60' -

0"

(BU

ILD

ING

OV

ER

ALL

DIM

EN

SIO

N)

1' -

10"

56' -

4"

1' -

10"

2' -

6"3'

- 0"

15' -

0"

9' -

6"5'

- 6"

15' -

0"

7' -

0"2'

- 6"

5' -

6"

4' -

8"3'

- 4"

4' -

0"3'

- 4"

6' -

4"3'

- 4"

3' -

4"3'

- 4"

3' -

4"3'

- 4"

3' -

4"3'

- 4"

3' -

4"3'

- 4"

4' -

8"

19' - 8" 3' - 4" 4' - 6" 20' - 0" 27' - 6" 22' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 6' - 0" 3' - 4" 6' - 0" 3' - 4" 8' - 8" 3' - 4" 6' - 8" 8' - 0" 3' - 4" 3' - 4" 4' - 0" 3' - 4" 4' - 8" 3' - 4" 4' - 0" 3' - 4" 4' - 0" 3' - 4" 4' - 8"

101A

101B

145 145

132

131

132

131

145 145

145

104

140

104

140

104

140

104

140

104

140

104

140

104

140

104

140

A.4

A.2

A.6

9.1

9.1

6.5 7.5 8.1 8.7

A1.1

S

SH

ELV

ING

SH

ELV

ING

SH

ELV

ING

SH

ELV

ING

4'W x 20'L RACK

LOCKERS

BENCH

FREE STANDING2T GANTRY CRANE OVERHEAD

25'W x 40'L COVERAGE16' MINIMUM HOOK HEIGHT

LUBRICATION STORAGE

WELDING TABLE

4'W x 20'L RACK

4'W x 20'L RACK

12' CLEARANCE BETWEEN RACKS

ME

TA

L B

RE

AK

BA

ND

SA

W

DR

ILL

PR

ES

S

SH

EA

R

HYDRAULIC PRESS

TOOL STORAGE

FIREPROTECTION

FLAMMABLE LOCKER

TRASHVIDEO DISPLAY

FIL

ES

DF

SH

ELV

ING

FILES

FILES

STORAGE CABINETS

FIL

E C

AB

INE

TS

6 X 6CUBICLES

FUTURE6 X 6

CUBICLES

SLI

DIN

G

TR

AN

SA

CT

ION

W

IND

OW

VID

EO

DIS

PLA

Y

SHELVING

CO

PIE

R

PLOTTER

WO

RK

TA

BLE

TR

AS

H

SHELVING

CO

PIE

R

TR

AS

H

PLOTTER PAPER

VID

EO

DIS

PLA

Y

STORAGE CABINET

VID

EO

DIS

PLA

Y

VID

EO

DIS

PLA

Y

VIDEO DISPLAY

AIR HANDLER

1

2

3

4

5

6

145 145

145

145

128

127126

127

131

131

A.8

W1

W1

14' -

6"

3' -

4"42

' - 2

"

128

1A-301

1

A-301

2A-301

2

A-301

5A-301

5

A-301

6A-301

6

A-301

3A-301

3A-301

4

A-301

4

A-301

118

TYPICAL

156 156

156 156

156 156

W3

121TYPICAL

121TYPICAL

127

127

METAL BUILDING SYSTEM ROD BRACING BETWEEN GRID LINES 1 AND 2

METAL BUILDING SYSTEM ROD BRACING BETWEEN GRID LINES 3 AND 4

METAL BUILDING SYSTEM STRUCTURAL PORTAL FRAME BETWEEN GRID LINES 5 AND 6

METAL BUILDING SYSTEM STRUCTURAL PORTAL FRAME BETWEEN GRID LINES 7 AND 8

/1

A-4

01

/1

A-4

02

W1

CO

VE

RE

D P

OW

ER

WA

SH

SY

ST

EM

CO

VE

RE

DA

IR C

OM

PR

ES

SO

R

200' - 8" (BUILDING OVERALL DIMENSION)

SL

OP

E D

OW

N

170

171

ME

TA

L B

UIL

DIN

G S

YS

TE

M S

TR

UC

TU

RA

L F

RA

ME

AT

G

RID

LIN

E 1

SH

ALL

BE

AN

EX

PA

ND

AB

LE F

RA

ME

WASHDOWNAREA

138

60' -

0"

(ST

RU

CT

UR

AL

OV

ER

ALL

DIM

EN

SIO

N)

132

132129

124 129

129

65' -

6"

(ST

RU

CT

UR

AL

OV

ER

ALL

DIM

EN

SIO

N)

190

191

191

191

191

191192

192

122C

UNDERGROUND STORM SHELTER

191

KEYED NOTES

GENERAL NOTES

KEYED PLAN



T: 314-821-7017

WWW.BENHAM.COM

B

A

C

D

E

F

G

H

78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

FLOOR PLAN

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 110

PS-042424

1/8" = 1'-0"1 FLOOR PLAN

104 PRE-FINISHED METAL ROUND DOWNSPOUT.

118 METAL BUILDING SYSTEM STRUCTURAL STEEL FRAME.

121 METAL BUILDING SYSTEM STRUCTURAL STEEL COLUMN.



127 CAST-IN-PLACE CONCRETE SIDEWALK.

128 CAST-IN-PLACE CONCRETE STOOP.


131 SURFACE MOUNTED STEEL BOLLARD.




145 PRE-FINISHED METAL ROUND DOWNSPOUT AND CAST-IRON CLEANOUT T-BRANCH WITHTHREADED PLUG. CONNECT TO EXISTING STORM SEWER SYSTEM.

156 FREE STANDING 2T GANTRY CRANE STRUCTURAL COLUMN.



190 SAFETY SHOWER EYEWASH STATION.

191 BUILDING ACCESS CONTROL.

192 POWER AND DATA RECESSED FLOOR BOX.

SCALE IN FEET - 1/8" = 1'-0"

8' 4' 0' 8' 24'16'

N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE













1

1

2

2

3

3

A A

4

4

5

5

6

6

A.5 A.5

B B

7

7

8

8

9

9

A.9 A.9

A.1 A.1

9' - 0"

8' - 0"

8' - 0"

8' - 0"

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

9' - 0" 9' - 0"9' - 0" 9' - 0"

10' - 0"

9' - 0"


121


TOILET

120

TOILET

SHOWER

119

SHOWER

LOCKERS

118

LOCKERS

MAINTENANCESHOP

122

MAINTENANCESHOP

MECHANICAL

110

MECHANICAL

MENS

109

MENS WOMENS

108

WOMENS

SMALLCONFERENCE

ROOM

107

SMALLCONFERENCE

ROOM

TEAM ROOM

106

TEAM ROOM TEAM ROOM

105

TEAM ROOM

OPENOFFICE

102

OPENOFFICE

LARGECONFERENCE

ROOM

103

LARGECONFERENCE

ROOMWORKROOM

104

WORKROOM

GATHERING

112

GATHERING

CORRIDOR

111

CORRIDOR

ELECTRICAL /IDF /

NETWORK

113

ELECTRICAL /IDF /

NETWORK JANITOR

114

JANITOR

STORAGE

115

STORAGETRAINING

ROOM

116

TRAININGROOM

BREAK AREA

117

BREAK AREA

ENTRY

101

ENTRYUNINTERUPTED

CONTINUOUS LINER WITH

SUPPORT BANDS UNINTERUPTED CONTINUOUS LINER WITH

SUPPORT BANDS

UNINTERUPTED CONTINUOUS LINER WITH

SUPPORT BANDS


SUPPORT BANDS

118118118118

118118118118

A.4

A.2

A.6

9.1

9.1

6.5 7.5 8.1 8.7

A1.1

104

103

117

118

118

117

104

104

103

117

118

118 103 117118 117104 118117 103

10' - 0" 13' - 6" 10' - 0"

10' - 0"

13' - 6"

10' - 0"

118

118

118

118118118103104 104 104104

104 104 103 104 104

104 104 104 104103

A.8167

167

157

167

156 156

156 156

156 156

155

157

157

158 158

8' - 6"

117

152

8' - 6"

117 152


SUPPORT BANDS

GENERAL NOTES

KEYED NOTES

KEYED PLAN



T: 314-821-7017

WWW.BENHAM.COM

B

A

C

D

E

F

G

H

78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

REFLECTED CEILING PLAN

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 110R

PS-042424

1/8" = 1'-0"1 REFLECTED CEILING PLAN

103 PRE-FINISHED METAL GUTTER. SLOPE TO DOWNSPOUTS.


117 PRE-FINISHED METAL SOFFIT PANEL.



155 FREE STANDING 2T GANTRY CRANE.


157 FREE STANDING 2T GANTRY CRANE STRUCTURAL BEAM.

158 FREE STANDING 2T GANTRY CRANE STRUCTAL CRANE RAIL AND BEAM.

167 INDUSTRIAL CEILING FAN.

SCALE IN FEET - 1/8" = 1'-0"

8' 4' 0' 8' 24'16'

N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE













1

1

2

2

3

3

A A

4

4

5

5

6

6

A.5 A.5

B B

2 : 1

2S

LOP

E D

OW

N

TABLE 5.5-3 BUILDING EVELOPE REQUIREMENTS FOR CLIMATE ZONE 3AROOFS - METAL BUILDING (INSULATION MINIMUM R-VALUE: R-10 + R19FC).ROOF CONSTRUCTION DESIGN:METAL ROOF PANEL ON 1" THERMAL BLOCKS OVER VINYL SCRIM FACED THERMAL BATT INSULATION (R-10) OVER UNFACED THERMAL BATT INSULATION (R-19FC) BETWEEN PURLINS ON UNINTERRUPTED CONTINUOUS LINER WITH SUPPORT BANDS.

7

7

8

8

9

9

A.9 A.9

A.1 A.1

2 : 1

2S

LOP

E D

OW

N

2 : 1

2S

LOP

E D

OW

N2

: 12

SLO

PE

DO

WN

2 : 1

2S

LOP

ED

OW

N

2 : 1

2S

LOP

ED

OW

N

2 : 1

2S

LOP

ED

OW

N

2 : 1

2S

LOP

ED

OW

N

2 : 12SLOPEDOWN

2 : 12SLOPEDOWN

2 : 12SLOPEDOWN

2 : 12SLOPEDOWN

101

103

101

103

107

107

105

133

133

105

107

105

133

133

101

101

107

107107

103

103

107

133

103

103

103103

105 107107 103103

103

133

103

133

103

133

104 104 104 104

104104104104

104 104 104 104

104101

107

107

VALLEY

VALLEY

RIDGERIDGE

RIDGE

RIDGE

RID

GE

A.4

A.2

A.6

9.1

9.1

6.5 7.5 8.1

8.1

8.7

A1.1

133

133

133133

133

A.8

1

A-301

1

A-301

2

A-301

2

A-301

5

A-301

5

A-301

6

A-301

6

A-301

3A-301

3A-301

4

A-301

4

A-301

101

152

101 152

GENERAL NOTES

KEYED NOTES

KEYED PLAN



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F

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CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

ROOF PLAN

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 120

PS-042424

1/8" = 1'-0"1 ROOF PLAN

SCALE IN FEET - 1/8" = 1'-0"

8' 4' 0' 8' 24'16'

101 PRE-FINISHED METAL ROOF PANEL.



105 PRE-FINISHED METAL RIDGE TRIM.

107 PRE-FINISHED METAL RAKE TRIM.

133 SNOW GUARDS (SHADED AREA OF ROOF).


N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE













LEVEL 1100' - 0"

LEVEL 1100' - 0"

1 2 3

20ft EAVE HEIGHT120' - 0"


4 5 6



20' -

0"

7 8 9

15' -

0" 20

' - 0

"

15' -

0"

122B 122AW1 W1 W1 W1 W1

116AW1 W1 W1 W1 W1

107

101

102145

145

103

145 145

132 132101A

105

143

115

145

103

136

115

144

9.16.5 7.5 8.1 8.7

105101

107

107

105101

107

103

103

145103

145

145

115 115 115

115

115

115

122

122

107

112112

113

112

132

8' -

6"

152

134

191191 115

114

10' - 9" 3' - 6" 10' - 9"

3' -

6"12

' - 3

"

10' - 9" 3' - 6" 10' - 9"

3' -

6"12

' - 3

"

L2L2

LEVEL 1100' - 0"

LEVEL 1100' - 0"

123



456



20' -

0"

15' -

0"

789

W1 W1 W1 W1110A

20' -

0"

101

107

102

104104104104

103

140140140140

105

105

104104104104

103

136

134140140140140

143

115115115115115

9.1 6.57.58.18.7

105 101

107

103

145

107

107

112

112

113112

107

8' -

6"

152

8' -

6"

152

191

132

102

114 114

L2

4' - 3"3' - 6"

12' -

3"

3' -

6"

GENERAL NOTES

KEYED NOTES

KEYED PLAN

LEVEL 1100' - 0"

LEVEL 1100' - 0"

A



A.5

20' -

0"

B

122

102

103103

107 10712

2

104

140

104

122C

115

143

22' - 6" 3' - 6" 8' - 0" 3' - 6" 22' - 6"

4' -

3"3'

- 6"

4' -

3"3'

- 6"

L1L1

115

163

115112

112

152

8' -

6"

132

191

114

163

LEVEL 1100' - 0"

LEVEL 1100' - 0"

A



A.5



20' -

0"

B

122

122

A.9A.1

122

122

15' -

0"

W1102A

W1 W1

A.4A.2 A.6A1.1

145

103

107

103

104

140

107 107

107 107

101 101

102

105 101

103

107

104145

A.8

W1W1W1

112 112

112112

8' -

6"

152191

115

145

EXTERIOR FINISHES SCHEDULE• PRE-FINISHED STANDING SEAM METAL ROOF PANEL.

• .• PRE-FINISHED METAL WALL PANEL 1 (PRIMARY).

• .• PRE-FINISHED METAL WALL PANEL 2 (SECONDARY).

• .• PRE-FINISHED METAL LINER PANEL.

• .• PRE-FINISHED METAL GUTTER.

• .• PRE-FINISHED METAL DOWNSPOUT.

• .• PRE-FINISHED METAL RIDGE TRIM.

• .• PRE-FINISHED METAL EAVE TRIM.

• .• PRE-FINISHED METAL RAKE TRIM.

• .• PRE-FINISHED METAL OUTSIDE CORNER TRIM.

• .• PRE-FINISHED METAL INSIDE CORNER TRIM.

• .• PRE-FINISHED METAL BASE TRIM.

• .• PRE-FINISHED METAL FRAMED OPENING TRIM.

• .• PRE-FINISHED ALUMINUM WINDOW FRAME.

• .• PRE-FINISHED ALUMINUM DOOR.

• .• PRE-FINISHED ALUMINUM DOOR FRAME.

• .• PRE-FINISHED ALUMINUM LOUVER.

• .• PRE-FINISHED STEEL COILING OVERHEAD DOOR.• .• PAINTED EXPOSED STRUCTURAL STEEL.

• .• PAINTED HOLLOW METAL DOOR.

• .• PAINTED HOLLOW METAL DOOR FRAME.

• .• MODULAR BRICK VENEER.

• .• GLAZING.

• EXTERIOR PANE.• CLEAR INTERIOR PANE.

• PAINTED STEEL BOLLARD.• TRAFFIC SAFETY YELLOW.



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CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

EXTERIOR ELEVATIONS

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 201

PS-042424

1/8" = 1'-0"2 SOUTH ELEVATION

1/8" = 1'-0"1 NORTH ELEVATION

101 PRE-FINISHED METAL ROOF PANEL.

102 PRE-FINISHED METAL WALL PANEL 1 (PRIMARY).



105 PRE-FINISHED METAL RIDGE TRIM.

107 PRE-FINISHED METAL RAKE TRIM.

112 PRE-FINISHED METAL OUTSIDE CORNER TRIM.

113 PRE-FINISHED METAL INSIDE CORNER TRIM.

114 PRE-FINISHED METAL WALL PANEL 2 (SECONDARY).

115 PRE-FINISHED METAL FRAMED OPENING TRIM.


134 MODULAR BRICK VENEER. INSTALL IN A RUNNING BOND PATTERN.

136 MODULAR BRICK SOLDIER COURSE.


143 INSULATED HOLLOW METAL DOOR AND FRAME. REFER TO PLANS AND SCHEDULES FORADDITIONAL INFORMATION.

144 INSULATED COILING OVERHEAD DOOR. REFER TO PLANS AND SCHEDULES FOR ADDITIONALINFORMATION.



163 PRE-FINISHED METAL LOUVER.


SCALE IN FEET - 1/8" = 1'-0"

8' 4' 0' 8' 24'16'

1/8" = 1'-0"4 WEST ELEVATION

1/8" = 1'-0"3 EAST ELEVATION

N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE













EAVE HEIGHT

ELEV: 120'-0"

LEVEL 1

ELEV: 100'-0"

20' -

0"

15' -

0"

5' -

0"DOOR OPENING

ELEV: 15'-0"

EAVE HEIGHT

ELEV: 120'-0"

LEVEL 1

ELEV: 100'-0"

TOP OF WAINSCOT

ELEV: 103'-4"

60' - 0"

20' -

0"

16' -

8"

3' -

4"

A-315

2

A-315

1OPP

MAINTENANCE SHOP

122

A A.5 B

EAVE HEIGHT

ELEV: 120'-0"

LEVEL 1

ELEV: 100'-0"

TOP OF WAINSCOT

ELEV: 103'-4"

60' - 0"

20' -

0"

16' -

8"

3' -

4"

EAVE HEIGHT

ELEV: 120'-0"

LEVEL 1

ELEV: 100'-0"

TOP OF WAINSCOT

ELEV: 103'-4"

20' -

0"

16' -

8"

3' -

4"

A-315

1

A-315

1 OPP

MAINTENANCE SHOP

122CLIMATE CONTROLLED

PARTS ROOM

121

A.5 AB

EAVE HEIGHT

ELEV: 115'-0"

LEVEL 1

ELEV: 100'-0"

15' -

0"

TOP OF WAINSCOT

ELEV: 103'-4"

3' -

4"11

' - 8

"

EAVE HEIGHT

ELEV: 115'-0"

LEVEL 1

ELEV: 100'-0"

15' -

0"

TOP OF WAINSCOT

ELEV: 103'-4"

3' -

4"11

' - 8

"

55' - 0"

A-311

1A-311

2OPP

TRAINING ROOM

116

WOMENS

108

CORRIDOR

111

A.9A.1

EAVE HEIGHT

ELEV: 115'-0"

LEVEL 1

ELEV: 100'-0"

15' -

0"

TOP OF WAINSCOT

ELEV: 103'-4"

3' -

4"11

' - 8

"

EAVE HEIGHT

ELEV: 115'-0"

LEVEL 1

ELEV: 100'-0"

15' -

0"

55' - 0"

A-311

2A-311

3

TOP OF STEEL

ELEV: 110'-0"

10' -

0"

OPEN OFFICE

102

LARGE CONFERENCEROOM

103

A.1A.9 A1.1A.6 A.4

VA

RIE

S

3' -

4"

RAKE HEIGHT

ELEV: VARIES

LEVEL 1

ELEV: 100'-0"

TOP OF WAINSCOT

ELEV: 103'-4"

RAKE HEIGHT

ELEV: VARIES

LEVEL 1

ELEV: 100'-0"

TOP OF WAINSCOT

ELEV: 103'-4"

A-315

4

A-312

3

A-315

3 OPPSIM

TOP OF STEEL

ELEV: 110'-0"

3' -

4"

10' -

0"

VA

RIE

S

MAINTENANCE SHOP

122

CLIMATE CONTROLLED PARTS ROOM

121

LOCKERS

118

MENS

109

WOMENS

108

MECHANICAL

110

SMALL CONFERENCEROOM

107

TEAM ROOM

106

TEAM ROOM

105

WORK ROOM

104

LARGE CONFERENCE ROOM

103

25' - 0" 25' - 0" 25' - 0" 18' - 0" 24' - 0" 30' - 0" 28' - 0" 25' - 0" 8' - 0"

1 2 3 4 5 6 7 8 9 9.1OPP

3' -

4"

RAKE HEIGHT

ELEV: VARIES

LEVEL 1

ELEV: 100'-0"

TOP OF WAINSCOT

ELEV: 103'-4"LEVEL 1

ELEV: 100'-0"

TOP OF WAINSCOT

ELEV: 103'-4"

A-315

4

A-312

3A-315

3OPP

RAKE HEIGHT

ELEV: VARIES

VA

RIE

S

TOP OF STEEL

ELEV: 110'-0"

VA

RIE

S

10' -

0"

3' -

4"

OPEN OFFICE

102

ENTRY

101

BREAK AREA

117

TRAINING ROOM

116

STORAGE

115

MAINTENANCE SHOP

122

8' - 0" 25' - 0" 28' - 0" 30' - 0" 24' - 0" 18' - 0" 25' - 0" 25' - 0" 25' - 0"

1234567899.1

GENERAL NOTES

KEYED PLAN



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ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

BUILDING SECTIONS

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 301

PS-042424

SCALE IN FEET - 1/8" = 1'-0"

8' 4' 0' 8' 24'16'

N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

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1/8" = 1'-0"1 BUILDING SECTION 1/8" = 1'-0"

2 BUILDING SECTION

1/8" = 1'-0"5 BUILDING SECTION
















GENERAL NOTES

EAVE HEIGHT

ELEV: 115'-0"

LEVEL 1

ELEV: 100'-0"

15' -

0"

122

TOP OF WAINSCOT

ELEV: 103'-4"

WIDTH OFFOUNDATION 2' - 0"

DE

PT

H O

FF

OU

ND

AT

ION

CAST-IN-PLACE CONCRETE FOUNDATION.

MODULAR BRICK VENEER WITH ADJUSTABLE WALL TIE AT 24" HORIZONTAL AND 16" VERTICAL.

2" RIGID FOAM BOARD INSULATION.

AIR / VAPOR MOISTURE BARRIER.

THROUGH WALL FLASHING WITH WEEP VENT INSERT AT 24" O.C, TYPICAL.

PRE-FINISHED METAL CAP FLASHING.

2" RIGID PERIMETER INSULATION.


PRE-FINISHED METAL EAVE TRIM.

6" UNFACED THERMAL BATT INSULATION.

UNINTERRUPTED CONTINUOUS LINER WITH SUPPORT BANDS.

METAL BUILDING SYSTEM STRUCTURAL STEEL PURLIN.

PRE-FINISHED METAL ROOF PANEL.

4" THERMAL BATT INSULATION WITH VINYL SCRIM FACED BACKING.

1" THERMAL BLOCK.

ROUND PRE-FINISHED METAL DOWNSPOUT.

PRE-FINISHED METAL GUTTER SLOPED TO DOWNSPOUTS.

METAL BUILDING SYSTEM STRUCTURAL STEEL EAVE STRUT.

DOWNSPOUT WALL BRACKET.

3' -

4"11

' - 8

"

5/8" GYPSUM BOARD.

CAST-IN-PLACE CONCRETE SLAB.

SUSPENDED CEILING SYSTEM.

FLOOR FINISH AND WALL BASE.

8"

PRE-FINISHED METAL WALL PANEL 1 (PRIMARY).

CONTINUOUS HORIZONTAL ZEE AT 48" O.C.

PRE-FINISHED METAL BASE TRIM.

2 1/2" METAL STUD. CLIP STUD TO GIRTS WITH A MULTI-DIRECTIONAL LOAD RESISTANT CLIP.


6" METAL STUDS AT 16" O.C.

6" THERMAL BATT INSULATION.

1/2" EXTERIOR GYPSUM SHEATHING.

EAVE HEIGHT

ELEV: 115'-0"

LEVEL 1

ELEV: 100'-0"

15' -

0"

122

TOP OF WAINSCOT

ELEV: 103'-4"


DE

PT

H O

FF

OU

ND

AT

ION

3' -

4"





1" THERMAL BLOCK.

5/8" GYPSUM BOARD.





8"














TOP OF STEEL

ELEV: 110'-0"

10' -

0"

COLD-FORMED METAL FRAMING RAFTER.




METAL BUILDING SYSTEM STRUCTURAL STEEL BEAM.

METAL ROOF DECK.

PRE-FINISHED METAL SOFFIT PANEL.

PRE-FINISHED METAL HIGH EAVE PARAPET TRIM.







EAVE HEIGHT

ELEV: 115'-0"

LEVEL 1

ELEV: 100'-0"

15' -

0"

122

TOP OF WAINSCOT

ELEV: 103'-4"

WIDTH OFFOUNDATION

2' - 0"

DE

PT

H O

FF

OU

ND

AT

ION









1" THERMAL BLOCK.

RECTANGULARPRE-FINISHED METAL DOWNSPOUT.




3' -

4"11

' - 8

"

5/8" GYPSUM BOARD.








PRE-CAST CONCRETE SPLASHBLOCK.


PRE-FINISHED METAL WALL PANEL 2 (SECONDARY).

PRE-FINISHED METAL TRIM.


METAL BUILDING SYSTEM STRUCTURAL STEEL GIRT.





CAST-IN-PLACE CONCRETE CURB.



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ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

WALL SECTIONS

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 311

PS-042424

SCALE IN FEET - 1/2" = 1'-0"

2' 1' 0' 2' 6'4'

1/2" = 1'-0"1 WALL SECTION















GENERAL NOTES

RAKE HEIGHT

ELEV: VARIES

LEVEL 1

ELEV: 100'-0"

VA

RIE

S

TOP OF WAINSCOT

ELEV: 103'-4"


DE

PT

H O

FF

OU

ND

AT

ION




3' -

4"

5/8" GYPSUM BOARD.



METAL BUILDING SYSTEM STRUCTURAL STEEL FRAME.

PRE-FINISHED METAL RAKE TRIM.


PRE-FINISHED STANDING SEAM METAL ROOF PANEL.

THERMAL BATT INSULATION WITH VINYL SCRIM FACED BACKING.

1" THERMAL BLOCK.

UNFACED THERMAL BATT INSULATION.





PRE-FINISHED METAL CAP FLASHING.THROUGH WALL FLASHING WITH WEEP VENT INSERT AT 24" O.C, TYPICAL.




RAKE ANGLE.

8"







RAKE HEIGHT

ELEV: VARIES

LEVEL 1

ELEV: 100'-0"

VA

RIE

S

TOP OF WAINSCOT

ELEV: 103'-4"


DE

PT

H O

FF

OU

ND

AT

ION

3' -

4"


5/8" GYPSUM BOARD.





8"









TOP OF STEEL

ELEV: 110'-0"

10' -

0"

COLD-FORMED METAL FRAMING RAFTER.




METAL BUILDING SYSTEM STRUCTURAL STEEL BEAM.

METAL ROOF DECK.

PRE-FINISHED METAL SOFFIT PANEL.





1" THERMAL BLOCK.



RAKE ANGLE.

PRE-FINISHED METAL HIGH EAVE PARAPET FLASHING.









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DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

WALL SECTIONS

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 312

PS-042424

SCALE IN FEET - 1/2" = 1'-0"

2' 1' 0' 2' 6'4'















GENERAL NOTES

EAVE HEIGHT

ELEV: 120'-0"

LEVEL 1

ELEV: 100'-0"

20' -

0"

122

3' -

4"16

' - 8

"

TOP OF WAINSCOT

ELEV: 103'-4"

WIDTH OFFOUNDATION

2' - 0"

DE

PT

H O

FF

OU

ND

AT

ION







1" THERMAL BLOCK.







2" CONTINUOUS THERMAL RIGID INSULATION BOARD.




PRE-CAST CONCRETE SPLASHBLOCK.

CAST-IN-PLACE CONCRETE SIDEWALK.


METAL BUILDING SYSTEM STRUCTURAL STEEL BASE CHANNEL.

DASHED LINE INDICATES AIR BARRIER.

PRE-FINISHED METAL LINER PANEL.





8"

8"


PRE-FINISHED METAL CAP TRIM.

PRE-FINISHED METAL TRIM.

COILING OVERHEAD DOOR.

SURFACE MOUNTED STEEL BOLLARD.

FIXED STEEL BOLLARD.

EAVE HEIGHT

ELEV: 120'-0"

LEVEL 1

ELEV: 100'-0"

20' -

0"

122

15' -

0"

5' -

0"

TOP OF WAINSCOT

ELEV: 103'-4"

WIDTH OFFOUNDATION

2' - 0"







1" THERMAL BLOCK.







CAST-IN-PLACE CONCRETE PAVEMENT.





DOOR OPENING

ELEV: 15'-0"

DE

PT

H O

FF

OU

ND

AT

ION

PRE-FINISHED METAL EDGE DRIP FLASHING.



RAKE HEIGHT

ELEV: VARIES

LEVEL 1

ELEV: 100'-0"

VA

RIE

S

WIDTH OF FOUNDATION

2' - 0"

DE

PT

H O

FF

OU

ND

AT

ION



PRE-FINISHED METAL LINER PANEL ON METAL FURRING.


FLOOR FINISH AND WALL BASE. REFER TO FINISH SCHEDULE.



RAKE ANGLE.





1" THERMAL BLOCK.



RAKE HEIGHT

ELEV: VARIES

8" NOMINAL CONCRETE MASONRY UNIT.

2 1/2" METAL STUD FRAMING AT 16" O.C.

THERMAL BATT INSULATION.

5/8" GYPSUM BOARD.


8" NOMINAL CONCRETE MASONRY UNIT BOND BEAM.


PRE-FINISHED METAL RAKE PARAPET TRIM.


RAKE HEIGHT

ELEV: VARIES

LEVEL 1

ELEV: 100'-0"

VA

RIE

S

3' -

4"

TOP OF WAINSCOT

ELEV: 103'-4"

WIDTH OFFOUNDATION

2' - 0"

DE

PT

H O

FF

OU

ND

AT

ION







CAST-IN-PLACE CONCRETE SIDEWALK.


METAL BUILDING SYSTEM STRUCTURAL STEEL BASE CHANNEL.

DASHED LINE INDICATES AIR BARRIER.

PRE-FINISHED METAL LINER PANEL.





RAKE ANGLE.





1" THERMAL BLOCK.



8"

8"


PRE-FINISHED METAL CAP TRIM.

CAST-IN-PLACE CONCRETE CURB.



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DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

WALL SECTIONS

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 315

PS-042424

SCALE IN FEET - 1/2" = 1'-0"

2' 1' 0' 2' 6'4'

















1

1

2

2

4

A-201

3

3

A

4

4

5

5

A.5

B

A.9

A.1

W1

STORAGE

115

STORAGE

ELECTRICAL /IDF /

NETWORK

113

ELECTRICAL /IDF /

NETWORKJANITOR

114

JANITOR

MECHANICAL

110

MECHANICAL

MENS

109

MENS

MAINTENANCESHOP

122

MAINTENANCESHOP


121


TOILET

120

TOILET

SHOWER

119

SHOWER

LOCKERS

118

LOCKERS

122B

120A119A

118A

122D

113A 114A

110B109A

110A

115A

122A

B3a

D2a D2a

D2a

D2a D2a

B3a

B3a

B3a

B3a

B3a D2a

B3a

D2a

D2a

D2a D2a

D2a

B3a

M8

D2a

D2aD2a

D2a

B3a

B3a

D2a

D2a

B3a

B3a

D2a

D2a D2a

D2a

37' - 10 1/2" 20' - 5" 15' - 10 1/2"

1' -

0"5'

- 2

1/2"

3' -

5"11

' - 6

"

1' -

8"15

' - 9

1/2

"9'

- 5"

6' -

8 1/

2"

11' - 5 1/2" 9' - 1"

5' - 0"

3' -

5"5'

- 0

3/4"

A-404

6

A-404

A-403

19

A-403

14

20 17

185

15

16 13A-4038

6

5

7

4'W x 20'L RACK

FREE STANDING2T GANTRY CRANE OVERHEAD

25'W x 40'L COVERAGE16' HOOK HEIGHT

LUBRICATION STORAGE

WELDING TABLE

4'W x 20'L RACK

4'W x 20'L RACK


ME

TA

L B

RE

AK

BA

ND

SA

W

DR

ILL

PR

ES

S

SH

EA

R

HYDRAULIC PRESS

FIREPROTECTION

FLAMMABLE LOCKER

SH

ELV

ING

SH

ELV

ING

SH

ELV

ING

SH

ELV

ING

SH

ELV

ING

SH

ELV

ING

SH

ELV

ING

SH

ELV

ING

D2a

B3a

FIL

ES

FILES

FILES

STORAGE CABINETS

FIL

ES

AIR HANDLER

1

2

3

4

5

6

128

129

127 129

145132

131

156

145

131

156

132145 145

156 156

156156

W3

121A

122C

104140

104140

104140

104

140128

104

140

131

131

/1

A-4

02

118TYPICAL

126 127

145

CO

VE

RE

D P

OW

ER

WA

SH

SY

ST

EM

CO

VE

RE

DA

IR C

OM

PR

ES

SO

R

180

177

179178

SH

ELV

ING


WASHDOWNAREA

170 171

129

124

132

132

002

001

138

129

190

M8

D2a

M8

SIM

SIM

191

191

191

TOOL STORAGE

UNDERGROUND STORM SHELTER

M8

GENERAL NOTES

KEYED NOTES

KEYED PLAN



T: 314-821-7017

WWW.BENHAM.COM

B

A

C

D

E

F

G

H

78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1

ENLARGED PLANS AND ELEVATIONS

JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 401

PS-042424

1/4" = 1'-0"1 LEVEL 1 FLOOR PLAN - ENLARGED PLAN - SECTOR 1







127 CAST-IN-PLACE CONCRETE SIDEWALK.



131 SURFACE MOUNTED STEEL BOLLARD.








177 DRINKING FOUNTAIN WITH BOTTLE FILLING STATION.

178 LOCKER.

179 LOCKER BENCH.

180 MILLWORK.

190 SAFETY SHOWER EYEWASH STATION.


SCALE IN FEET - 1/4" = 1'-0"

4' 2' 0' 4' 12'8'

N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE













A

5

5

6

6

A.5

B

7

7

8

8

9

9

A.9

A.1

W1 W1 W1 W1 W1 W1 W1 W1 W1 W1

W1

W1

W1

W1

W1

W1W1W1W1

STORAGE

115

STORAGE

JANITOR

114

JANITOR

MECHANICAL

110

MECHANICAL

MENS

109

MENS WOMENS

108

WOMENS

SMALLCONFERENCE

ROOM

107

SMALLCONFERENCE

ROOM

TEAM ROOM

106

TEAM ROOM TEAM ROOM

105

TEAM ROOM

GATHERING

112

GATHERING

CORRIDOR

111

CORRIDOR

TRAININGROOM

116

TRAININGROOM

BREAK AREA

117

BREAK AREA

ENTRY

101

ENTRY

OPENOFFICE

102

OPENOFFICE

WORKROOM

104

WORKROOM LARGECONFERENCE

ROOM

103

LARGECONFERENCE

ROOM

113A 114A

110B109A 108A 107A

110A

106A 105A

103A

102A

116B

116A

115A

M8

D2a

B3a

B3a

D2a D2a

B3a

D2aD2a

D2a

D2a D2a

D2a

B3a

B3a

D2a

D2aD2a

B3a

B3a

D2a

B3a

D2a

D2a

B3a

B3a

B3a

B3a

D2a

D2a

B3a

B3a

D2a

D2a D2a D2a D2a

D2a

D2a

B3a

B3a

B3aB3a

B3a

B3a

B3a

B3a

D2a

D2aD2aD2a

B3a B3aD2a

D2a

D2a

B3a

B3a

B3a

D2a

D2a B3a D2a

B3a

D2a

D2a D2a D2a

D2a

D2a

D2a

D2a

B3a

D2a

D2a

D2a

D2a

D2a

D2a

D2a

D2a

D2a D2a

10' - 10" 1' - 2" 10' - 10 1/2" 13' - 0" 11' - 5" 11' - 5" 22' - 11" 24' - 8 1/2" 1' - 8"

30' - 5" 25' - 2" 8' - 5" 39' - 5 1/2" 1' - 8"

18' -

2 1

/2"

1' -

0"

14' -

2 1

/2"

1' -

0"

9' - 1"

11' - 6" 8' - 2 1/2" 3' - 2 1/2"

3' - 0" 3' - 9" 15' - 8 1/2" 2' - 8 1/2"

20' -

9 1

/2"

D2a

D2a

A-4038 A-403 4

6

5

7

1

3

2

A-40312

10

9

11

A-404 4

A-4043

A.4

A.2

A.6

9.1

9.1

6.5 7.5 8.1 8.7

A1.1

1

2

A-404 7

VID

EO

DIS

PLA

Y

SHELVING

CO

PIE

R

PLOTTER

TR

AS

H

SHELVING

CO

PIE

R

TR

AS

H

PLOTTER PAPER

STORAGE CABINET

FUTURE6 X 6

CUBICLES

1' -

8 1/

2"

VID

EO

DIS

PLA

Y

VID

EO

DIS

PLA

Y

D2a

A.8

VIDEO DISPLAY

1' -

0"21

' - 0

1/2

"

D2a

VID

EO

DIS

PLA

Y

6 X 6CUBICLES

3' -

2 1/

2"

FIL

E C

AB

INE

TS

1' -

8"25

' - 2

1/2

"

TRASHVIDEO DISPLAY

101B

101A

B3a

FIL

ES

FILES

STORAGE CABINETS

128

104

140

/1

A-4

01

129

104140

104140

104140

145121

121

121

121

121 145

145

121121121121121121

145

145

177

SH

ELV

ING

180

180

181

183

174

182

180

WORK TABLE

180

W1

138

SLI

DIN

G

TR

AN

SA

CT

ION

W

IND

OW

191

191

191

206

M8

191

GENERAL NOTES

KEYED NOTES

KEYED PLAN



T: 314-821-7017

WWW.BENHAM.COM

B

A

C

D

E

F

G

H

78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1


JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 402

PS-042424

1/4" = 1'-0"1 LEVEL 1 FLOOR PLAN - ENLARGED PLAN - SECTOR 2


121 METAL BUILDING SYSTEM STRUCTURAL STEEL COLUMN.






174 STOVE.

177 DRINKING FOUNTAIN WITH BOTTLE FILLING STATION.

180 MILLWORK.

181 VENDING.

182 REFRIGERATOR.

183 42INCH 60/40 OFFSET DOUBLE BOWL STAINLESS STEEL SINK WITH FLAT APRON ANDDISPOSAL UNIT.


206 GLASS DOOR REFRIGERATOR MERCHANDISER.

SCALE IN FEET - 1/4" = 1'-0"

4' 2' 0' 4' 12'8'

N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE













LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

1' - 1"9' - 4 1/2"

16

10' - 5 1/2"

6

185

186

LEVEL 1100' - 0" 108A 4"

4' -

0"1'

- 0"

2' -

0"

TIL

E H

EIG

HT

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

5' - 3 3/4"5' - 1 3/4"

10' - 5 1/2"

7

4

9

3

10' - 5 1/2"

10' - 5 1/2"

185

1862

LEVEL 1100' - 0"

1' - 6" 3' - 0" 3' - 7" 3' - 1" 3' - 1" 5' - 0" 1' - 6"

4"4'

- 0"

1' -

0"2'

- 0"

TIL

E H

EIG

HT

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

20' - 9"

6

7

164

9

7

9

1

135

185

186666

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

5' - 3" 15' - 7"

20' - 10"

185

186

LEVEL 1100' - 0"

1' - 6" 5' - 0" 3' - 2" 3' - 1" 1' - 6"C

EIL

ING

HE

IGH

TR

EF

ER

TO

PLA

NS

1' - 6" 1' - 6" 1' - 6" 1' - 6"

14' - 3" 6' - 0"

4"4'

- 0"

1' -

0"2'

- 0"

TIL

E H

EIG

HT

20' - 9"

7

16

6

9

4

7

9

1

13 5

17

19

18

185

186

6

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

9' - 5"1' - 1"

10' - 6"

16

19

6

185

186

LEVEL 1100' - 0" 109A

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

10' - 5 1/2"

4"4'

- 0"

1' -

0"2'

- 0"

TIL

E H

EIG

HT

7

4

9

3

5' - 1 1/2"5' - 4"

10' - 5 1/2"

10' - 5 1/2"

185

186

2

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

15' - 7" 5' - 3"

20' - 10"

185

186

LEVEL 1100' - 0"

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

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

2' -

10"

2' -

8"

11' - 0"

21' - 0"

185

186

181

200 202 202

11' - 0"

206

205

LEVEL 1100' - 0"

3' - 4"3' - 0" 15' - 6" 2' - 6"

2' -

6"2'

- 0"

2' -

10"

2' -

8"2'

- 10

"

24' - 9"

106A 105A

182

203

202

202

7' -

4"

LEVEL 1100' - 0"

W1 W1

24' - 9"

2' -

10"

2' -

8"

2' -

10"

2' -

0"2'

- 6"

186

185

19' - 11"2' - 4"2' - 6"

202

202

203

7' -

4"

LEVEL 1100' - 0"

22' - 0" 3' - 5"

2' -

10"

2' -

0"2'

- 6"

7' -

4"

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

22' - 0"

2' - 6" 2' - 0" 1' - 0" 3' - 6" 1' - 0"1' - 3" 2' - 0" 1' - 3" 2' - 6" 2' - 6" 2' - 6"

176 183 184203 202 202

185

186

200

143 3

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

11' - 0"

15185

186

LEVEL 1100' - 0" 120A 119A

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

6' - 10"1' - 4"2' - 4"5' - 0"

15' - 6"

7

43

9185

186

2

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

1' - 3"

6' -

4"10' - 1"

15' - 6"

15 TYPICAL

5' - 0"

185

186

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

4' - 10 1/4" 6' - 2 3/4"

11' - 1"

157

4

3

9

185

186

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

5' - 1 1/2"

8' - 4"

15

20

25

24

4"7'

- 0"

TIL

E H

EIG

HT

185

186

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

20

25

6' - 9"

2' - 9"3' - 0"1' - 0"

7' -

0"4"

TIL

E H

EIG

HT

185

186

LEVEL 1100' - 0" 119A

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

15

20

6' - 9"

4"7'

- 0"

TIL

E H

EIG

HT

185

186

LEVEL 1100' - 0"

24

26

2322

21

25

5' - 1 1/2" 3' - 2 1/2"

8' - 4"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

4"7'

- 0"

TIL

E H

EIG

HT

185

186

GENERAL NOTES

KEYED NOTES

KEYED PLAN

TOILET ACCESSORIES SCHEDULE1. SURFACE MOUNTED TOILET TISSUE DISPENSER.2. SURFACE MOUNTED WASTE RECEPTACLE.3. SURFACE MOUNTED PAPER TOWEL DISPENSER WITH HANDS FREE ACTIVATION.4. SURFACE MOUNTED SOAP DISPENSER WITH HANDS FREE ACTIVATION.5. TWO-WALL TOILET COMPARTMENT GRAB BAR.6. WATER CLOSET WITH AUTOMATIC FLUSH VALVE.7. LAVATORY WITH HANDS FREE ACTIVATION FAUCET - WALL MOUNTED.8. ELECTRIC WATER COOLER WITH BOTTLE FILLING STATION.9. MIRROR - 18" x 36" FRAMED.10. UTILITY SHELF WITH MOP AND BROOM HOLDERS.11. COAT HOOK.12. MOP SINK.13. SURFACE MOUNTED TOILET SEAT COVER DISPENSER.14. SURFACE MOUNTED HAND SANITIZER DISPENSER WITH HANDS FREE ACTIVATION.15. LOCKER.16. TOILET PARTITION.17. URINAL WITH AUTOMATIC FLUSH VALVE.18. ADA COMPLIANT URINAL.19. URINAL PARTITION.20. ADA COMPLIANT FOLDING DRESSING BENCH. 21. FIXED SHOWER HEAD.22. ADA COMPLIANT SHOWER HEAD.23. ADA COMPLIANT SHOWER VOLUME CONTROL. 24. ADA COMPLIANT SHOWER SEAT.25. SHOWER ROD AND CURTAIN.26. ADA COMPLIANT SHOWER GRAB BAR.



T: 314-821-7017

WWW.BENHAM.COM

B

A

C

D

E

F

G

H

78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1


JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 403

PS-042424

1/4" = 1'-0"1 INTERIOR ELEVATION - RM 108 NORTH

1/4" = 1'-0"2 INTERIOR ELEVATION - RM 108 SOUTH

1/4" = 1'-0"3 INTERIOR ELEVATION - RM 108 WEST

1/4" = 1'-0"4 INTERIOR ELEVATION - RM 108 EAST

















176 DISHWASHER.

181 VENDING.

182 REFRIGERATOR.

183 42INCH 60/40 OFFSET DOUBLE BOWL STAINLESS STEEL SINK WITH FLAT APRON ANDDISPOSAL UNIT.

184 ICE MACHINE.

185 WALL FINISH. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

186 WALL BASE. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

200 COUNTERTOP.

202 BASE CABINETS WITH DRAWERS MILLWORK.

203 WALL HUNG CABINETS MILLWORK.

205 ADJUSTABLE STORAGE SHELVES MILLWORK.

206 GLASS DOOR REFRIGERATOR MERCHANDISER.

SCALE IN FEET - 1/4" = 1'-0"

4' 2' 0' 4' 12'8'

N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE













LEVEL 1100' - 0"

8' - 4"

61

135

17

4' - 11" 2' - 11"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

4"7'

- 0"

TIL

E H

EIG

HT

185

186

LEVEL 1100' - 0"

6' - 2" 1' - 3" 9' - 6" 1' - 3"1' - 10"

20' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

121A

W3

185

186

202 202

200

1' - 2"13' - 4"5' - 6"

20' - 0"

LEVEL 1100' - 0"

W1 W1

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

18' - 0"

2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6"

2' - 1 3/4" 12' - 6" 3' - 4 1/4"

2' -

4"

200

201

185

186

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

1' - 6" 12' - 0" 3' - 0" 1' - 6"

18' - 0"

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

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

1' - 6" 12' - 0" 3' - 0"

2' -

10"

2' -

0"2'

- 6"

7' -

4"

204

205

205

200203 202202

GENERAL NOTES

KEYED NOTES

KEYED PLAN

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

9' - 0"2' - 1"

22' - 6"

3' - 0"3' - 0"3' - 0"

9' - 0"

2' -

6"2'

- 0"

2' -

10"

7' -

4"

9' - 6" 1' - 6"

185186

205

203

202

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

2' - 1"9' - 0"

22' - 6"

3' - 0" 3' - 0" 3' - 0"

9' - 0"

2' -

10"

2' -

0"2'

- 6"

7' -

4"

8' - 0"3' - 0"

185

186

203

202

205

TOILET ACCESSORIES SCHEDULE1. SURFACE MOUNTED TOILET TISSUE DISPENSER.2. SURFACE MOUNTED WASTE RECEPTACLE.3. SURFACE MOUNTED PAPER TOWEL DISPENSER WITH HANDS FREE ACTIVATION.4. SURFACE MOUNTED SOAP DISPENSER WITH HANDS FREE ACTIVATION.5. TWO-WALL TOILET COMPARTMENT GRAB BAR.6. WATER CLOSET WITH AUTOMATIC FLUSH VALVE.7. LAVATORY WITH HANDS FREE ACTIVATION FAUCET - WALL MOUNTED.8. ELECTRIC WATER COOLER WITH BOTTLE FILLING STATION.9. MIRROR - 18" x 36" FRAMED.10. UTILITY SHELF WITH MOP AND BROOM HOLDERS.11. COAT HOOK.12. MOP SINK.13. SURFACE MOUNTED TOILET SEAT COVER DISPENSER.14. SURFACE MOUNTED HAND SANITIZER DISPENSER WITH HANDS FREE ACTIVATION.15. LOCKER.16. TOILET PARTITION.17. URINAL WITH AUTOMATIC FLUSH VALVE.18. ADA COMPLIANT URINAL.19. URINAL PARTITION.20. ADA COMPLIANT FOLDING DRESSING BENCH. 21. FIXED SHOWER HEAD.22. ADA COMPLIANT SHOWER HEAD.23. ADA COMPLIANT SHOWER VOLUME CONTROL. 24. ADA COMPLIANT SHOWER SEAT.25. SHOWER ROD AND CURTAIN.26. ADA COMPLIANT SHOWER GRAB BAR.

LEVEL 1100' - 0"

CE

ILIN

G H

EIG

HT

RE

FE

R T

O P

LAN

S

186185

W2 W2

147

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

20' - 7"



T: 314-821-7017

WWW.BENHAM.COM

B

A

C

D

E

F

G

H

78 6 5 4 3 2 1

78 6 5 4 3 2 1

B

A

C

D

E

F

G

H

CONSULTANT

ESR

DESIGNED

DRAWN

CHECKED

SCALE

DATE


BLDG. NAME

BLDG. NO.

PROJ.


AS INDICATED


A BAPPROVAL

ISSUED FOR BID


1


JON 001


ARCHITECTURAL

MN

MN

MB

20200811

A 404

PS-042424





N


B

A

A.9

A.1

B

A

A.9

A.1

1 94

1 94

MA

TC

H L

INE



SCALE IN FEET - 1/4" = 1'-0"

4' 2' 0' 4' 12'8'


147 SINGLE PANEL SLIDING TRANSACTION WINDOW.

185 WALL FINISH. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

186 WALL BASE. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

200 COUNTERTOP.

201 BASE CABINETS WITHOUT DRAWERS MILLWORK.

202 BASE CABINETS WITH DRAWERS MILLWORK.

203 WALL HUNG CABINETS MILLWORK.

204 TALL STORAGE CABINETS MILLWORK.

205 ADJUSTABLE STORAGE SHELVES MILLWORK.













STEEL STUDS HAVE A FOUR PART IDENTIFICATION CODE WHICH IDENTIFIES THE SIZE (BOTH DEPTH AND FLANGE WIDTH), STYLE, AND MILL THICKNESS OF EACH MEMBER.

STUD SECTION

600S162-54

FLANGE WIDTH:(EXAMPLE: 1 5/8" = 1.625" = 162 x 1/100 INCHES)

MIL THICKNESS:(EXAMPLE: 0.054 IN. = 54 MILS;1 MIL = 1/1000 IN.)

STYLE:S = STUD OR JOIST SECTIONST = TRACK SECTIONSU = CHANNEL SECTIONSF = FURRING CHANNEL SECTIONS

MEMBER DEPTH:(EXAMPLE: 6" = 600 x 1/100 INCHES)

162S125-33

162S125-33

162S125-33

SPACING (IN.) O.C.

12

16

24

LIMITING HEIGHT (5 PSF AT L/240)

9'-6"

8'-8"

7'-7"

250S125-33

250S125-33

250S125-33

12

16

24

13'-2"

12'-0"

10'-6"

250S125-43

250S125-43

250S125-43

12

16

24

14'-4"

13'-0"

11'-5"

362S125-33

362S125-33

362S125-33

12

16

24

17'-7"

16'-0"

14'-0"

362S125-43

362S125-43

362S125-43

12

16

24

19'-2"

17'-5"

15'-3"

362S125-54

362S125-54

362S125-54

12

16

24

20'-6"

18'-7"

16'-3"

400S125-33

400S125-33

400S125-33

12

16

24

19'-0"

17'-3"

15'-1"

400S125-43

400S125-43

400S125-43

12

16

24

20'-9"

18'-10"

16'-5"

400S125-54

400S125-54

400S125-54

12

16

24

22'-2"

20'-2"

17'-7"

600S125-33

600S125-33

600S125-33

12

16

24

26'-2"

23'-9"

20'-6"

600S125-43

600S125-43

600S125-43

12

16

24

28'-9"

26'-1"

22'-10"

600S125-54

600S125-54

600S125-54

12

16

24

30'-9"

27'-11"

24'-5"

800S125-43

800S125-43

800S125-43

12

16

24

36'-1"

32'-9"

28'-8"

800S125-54

800S125-54

800S125-54

12

16

24

38'-9"

35'-2"

30'-9"

INTERIOR WALL LIMITING HEIGHTS - NON-COMPOSITE

GAUGE NO.

20

20

20

20

20

20

18

18

18

20

20

20

18

18

18

20

20

20

18

18

18

20

20

20

18

18

18

16

16

16

16

16

16

16

16

16

18

18

18

16

16

16

INTERIOR NON-STRUCTURAL STUDS

1. ALL EXPOSED BATT INSULATION SHALL HAVE FLAME SPREAD AND SMOKE DEVELOPMENT CHARACTERISTICS PER NFPA AND IBC FOR EACH APPLICATION.

2. STUD HEIGHT AND SPACING LIMITATIONS FOR GYPSUM PANEL APPLICATIONS SHALL BE A MAXIMUM ALLOWABLE DEFLECTION OF L/240.

3. ALL GYPSUM WALL BOARD SHALL BE TYPE-X. BESIDES ENHANCED FIRE-RESISTIVE PROPERTIES, TYPE-X BOARD IS HEAVIER AND STONGER THAN REGULAR GYPSUM WALL BOARD, WHICH IMPROVES DIMENSIONAL STABILITY, APPEARANCE, AND RESISTANCE TO SOUND TRANSMISSION.

4. ALL STC RATED ACOUSTICAL PARTITIONS SHALL REQUIRE A BEAD OF ACOUSTICAL SEALANT (NON-HARDENING CAULKING) AT PERIMETER EDGES OF PANEL SURFACES ON BOTH SIDES OF ASSEMBLY.

5. ACOUSTICAL SEALANT IS REQUIRED AT GAPS AND AROUND CUT-OUTS IN ASSEMBLIES FOR OUTLET BOXES AND OTHER PENETRATIONS. WHERE OUTLETS OCCUR IN STC RATED PARTITIONS, BACK OUTLET BOXES ENTIRE SURFACE WITH 3M PUTTY PADS OR APPROVED EQUAL.

6. REFERENCE PLANS FOR FIRE EXTINGUISHER CABINET LOCATIONS. WHERE FIRE EXTINGUISHER CABINETS OCCUR IN STC RATED ACOUSTICAL PARTITIONS, BACK ENTIRE SURFACE OF RECESSED FIRE EXTINGUISHER CABINET WITH QUIET PUTTY BY QUIET SOLUTIONS OR APPROVED EQUAL.

7. ALL GYPSUM WALL BOARD ASSEMBLIES DESIGNATED AS SMOKE, FIRE, AND / OR STC RATED THAT ARE FULL HEIGHT, TO UNDERSIDE OF DECK, SHALL RECEIVE A MINIMUM LEVEL 1 FINISH ABOVE CEILING LINE TO COMPLETE THE ASSEMBLY.

8. ACRYLIC COATED MOISTURE AND MOLD RESISTANT GYPSUM PANEL OR CEMENT BOARD TO BE USED AS A SUBSTRATE FOR TILE APPLICATIONS.

9. MOISTURE AND MOLD RESISTANT GYPSUM PANEL TO BE USED FOR APPLICATIONS REQUIRING INCREASED RESISTANCE TO INCIDENTAL MOISTURE.

10. IDENTIFY ALL FIRE RATED BARRIERS WITH "FIRE BARRIER DO NOT PENETRATE". PLACE ABOVE SUSPENDED CEILINGS AND AT 8 FOOT IN MECHANICAL OR SIMILAR SPACES. IN SUB-FLOOR SPACES, PLACE AT 5 FOOT INTERVALS AND ALL OTHER SPACES PLACE AT 10' INTERVALS ALONG THE WALL. APPLY SIGNS USING FLORESCENT RED OR ORANGE PAINT OVER STENCILS. LETTERS MUST BE A MINIMUM OF 4 INCHES IN HEIGHT. METAL OR PAPER DECALS ARE NOT ACCEPTABLE.

11. HI-IMPACT WALL BOARD TO BE USED FOR ENHANCED IMPACT AND PENETRATION RESISTANCE IN CORRIDORS. HI-IMPACT WALL BOARD TO BE INSTALLED A MINIMUM OF 4FT FROM FINISH FLOOR.

PARTITION SCHEDULE NOTES

3 1/2" SOUND ATTENUATION BATT INSULATION.

TOP OF FLOOR

CE

ILIN

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EIG

HT

, RE

FE

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EIL

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PLA

NS

CEILING

PARTITION (0 MIN)NON-BEARING

UL DESIGN NUMBER: NASTC RATING: 40

5" NOMINAL

PARTITION TYPE - B3a

3 5/8" STEEL STUDS.

PARTITION FINISH. REFER TO ROOM FINISH SCHEDULE.

(1) LAYER 5/8" GYPSUM BOARD. TYPICAL BOTH SIDES.

CONTINUOUS DEEP LEG DEFLECTION TRACK.

BOTTOM OF FLOOR/ROOF

CONTINUOUS BOTTOM TRACK.

CONTINUOUS ACOUSTICAL SEALANT AT SILL OF PARTITION. TYPICAL BOTH SIDES.

CEILING FINISH. REFER TO FINISH SCHEDULE.

CEILING SYSTEM.

SILL

PLAN

HEAD

CEILING

FLOOR FINISH AND BASE. REFER TO FINISH SCHEDULE.

CONTINUOUS ACOUSTICAL SEALANT AT HEAD OF PARTITION. TYPICAL BOTH SIDES.

GENERAL NOTES

TOP OF FLOOR

CE

ILIN

G H

EIG

HT

, RE

FE

R T

O C

EIL

ING

PLA

NS

CEILING


UL DESIGN NUMBER: NASTC RATING: 35

3 1/4" NOMINAL

PARTITION TYPE - D2a

2 1/2" STEEL STUDS.

PARTITION FINISH. REFER TO ROOM FINISH SCHEDULE.

(1) LAYER 5/8" GYPSUM BOARD.

CONTINUOUS DEEP LEG DEFLECTION TRACK.

BOTTOM OF FLOOR/ROOF

CONTINUOUS BOTTOM TRACK.

CONTINUOUS ACOUSTICAL SEALANT AT SILL OF PARTITION. TYPICAL BOTH SIDES.

CEILING FINISH. REFER TO FINISH SCHEDULE.

CEILING SYSTEM.

SILL

PLAN

HEAD

CEILING

FLOOR FINISH AND BASE. REFER TO FINISH SCHEDULE.

CONTINUOUS ACOUSTICAL SEALANT AT HEAD OF PARTITION. TYPICAL BOTH SIDES.

2 1/2" SOUND ATTENUATION BATT INSULATION.

8" NOMINAL

PARTITION TYPE - M8


UL DESIGN NUMBER: NASTC RATING: .

BOTTOM OF DECK/ROOF

CEILING FINISH, REFER TO FINISH SCHEDULE.


CEILING

FLOOR FINISH AND WALL BASE, REFER TO FINISH SCHEDULE.

PARTITION FINISH, REFER TO ROOM FINISH SCHEDULE.

CE

ILIN

G H

EIG

HT

, RE

FE

R T

O C

EIL

ING

PLA

NS

CONCRETE MASONRY UNIT BOND BEAM. REFER TO STRUCTURAL FOR REINFORCEMENT AND SPACING.

8x8x16 CONCRETE MASONRY UNIT. REFER TO STRUCTURAL FOR REINFORCEMENT AND SPACING.

LADDER JOINT REINFORCEMENT.

SILL

PLAN

HEAD

CEILING



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DOOR SCHEDULE NOTES1. INSULATED DOOR AND FRAME.2. INSULATED COILING OVERHEAD DOOR.3. MEDIUM STYLE DOOR.4. BUILDING ACCESS CONTROLS.

DOOR SCHEDULE ABBREVIATIONSIN INTERIOREX EXTERIORSG SINGLE DOORDD DOUBLE DOORDE DOUBLE EGRESSSL SLIDEROH OVERHEAD DOORIM INSULATED METALHM HOLLOW METALWD WOODAL ALUMINUMST STEELFL FLUSHNV NARROW VIEWHV HALF VIEWFV FULL VIEWPV PORTAL VIEWSS SINGLE SIDE LITEDS DOUBLE SIDE LITENVC NARROW VIEW CENTEREDFVS-2 FULL VIEW STOREFRONT (2 PANELS)FVSL-2 FULL VIEW STOREFRONT SLIDER (2 PANELS)LO LOUVER

GLAZING SCHEDULEG1 1" INSULATED GLAZING.G2 1/4" CLEAR TEMPERED GLAZING.

GENERAL NOTES

COORDINATE WITHWIDTH OF DOOR

CO

OR

DIN

AT

E W

ITH

HIE

GH

T O

F D

OO

R

2" H

EA

D A

ND

2"

JAM

B

2" H

EA

D A

ND

2"

JAM

B

COORDINATE WITHWIDTH OF DOORS

CO

OR

DIN

AT

E W

ITH

HE

IGH

T O

F D

OO

RS

F1 F2

COORDINATE WITHWIDTH OF DOOR

CO

OR

DIN

AT

E W

ITH

HIE

GH

T O

F D

OO

R

4" H

EA

D A

ND

2"

JAM

BF3

DOOR FRAME TYPES

F5

G2

6' - 8"

CO

OR

DIN

AT

E W

ITH

HE

IGH

T O

F D

OO

RS

4" H

EA

D A

ND

2"

JAM

B

COORDINATE WITHWIDTH OF DOORS

CO

OR

DIN

AT

E W

ITH

HE

IGH

T O

F D

OO

RS

F4

3' - 4" 3' - 4"

2" H

EA

D A

ND

2"

JAM

B

F6

8' - 0"

10' -

0"

6' - 4" 1' - 8"

2" H

EA

D A

ND

2"

JAM

B

G1

G1

3' -

0"

7' -

0"

WINDOW TYPES

W1

3' - 4"

3' -

4"4'

- 8"

8' -

0"

G1

ALUMINUM FRAME2" HEAD / JAMB / SILL SIGHTLINE

W2

3' - 4" 3' - 4"

G2

ALUMINUM FRAME2" HEAD / JAMB / SILL SIGHTLINE

G2

6' - 8"

3' -

4"4'

- 8"

8' -

0"

W3

3' - 4" 3' - 4" 3' - 4" 3' - 4"

G2

HM FRAME2" HEAD / JAMB / SILL SIGHTLINE

G2 G2 G2

13' - 4"

3' -

4"4'

- 8"

8' -

0"

D1

DOOR TYPES

D2 D3 D4 D5

6"

2' -

1"

G2

G1

CO

ILIN

G O

VE

RH

EA

D

DO

OR

D6

G1 G1

LOUVER TYPES

L1

3' - 6"

3' -

6"

EX

TE

RIO

RE

LEV

AT

ION

S

RE

FE

R T

O

L2

3' - 6"

3' -

6"

EX

TE

RIO

RE

LEV

AT

ION

S

RE

FE

R T

OINTAKE EXHAUSTWITH FAN

FINISH SCHEDULE ABBREVIATIONSACP ACOUSTICAL CEILING PANELCG CORNER GUARDCPT CARPETEWG END WALL GUARDEM ENTRANCE MATEPT EPOXY PAINTEXP EXPOSEDFRP FIBERGLASS REINFORCED PANELLP LINER PANELMB MARKER BOARDMICRO MICROWAVEMP METAL PANELPFT PORCELAIN FLOOR TILEPL PLASTIC LAMINATEPT PAINTPWB PORCELAIN WALL BASEPWT PORCELAIN WALL TILERB RUBBER BASESC SEALED CONCRETESS STAINLESS STEELSSM SOLID SURFACE MATERIALUCL UNINTERRUPTED CONTINUOUS LINER W/SUPPORT BANDSVCT VINYL COMPOSITE TILEVPF VINYL PLANK FLOORINGWB WINDOW BLINDS

FINISH SCHEDULE GENERAL NOTES1. PAINT ALL INTERIOR HOLLOW METAL DOORS.2. PAINT ALL INTERIOR HOLLOW METAL FRAMES.3. PAINT ALL EXPOSED STRUCTURE.4. PROVIDE TRANSITIONS STRIPS AT ALL CHANGES IN FLOOR FINISH

MATERIAL. TRANSITION STRIPS TO BE CENTERED UNDER DOOR AND INSTALLED PER MANUFACTURERS INSTRUCTIONS.UNLESS NOTED OTHERWISE, WHERE ADJOINING ROOMS HAVE DIFFERENT TYPES AND/OR THICKNESS OF FLOORING, INSTALL METAL EDGE PROTECTIVE STRIP AND TAPER FLOOR TO A REDUCTION IN THICKNESS FROM 1/2 TO 1/4 INCH ACROSS NOMINAL 4 INCH DIMENSION IN ORDER TO ENSURE A SMOOTH AND LEVEL TRANSITION BETWEEN FLOOR SURFACES. ALL TRANSITIONS SHALL BE IN ACCORDANCE WITH ANSI, ADA & ABA STANDARDS.

5. INSTALL CORNER GUARDS AT OUTSIDE CORNERS.6. INSTALL END WALL GUARDS AT ENDS OF WALLS.7. ALL VENTS TO BE PAINTED TO MATCH ADJACENT SURFACE.8. ALL ACCESS PANELS TO BE PAINTED TO MATCH ADJACENT SURFACE.9. ALL CONCEALED SPRINKLER COVER PLATES TO BE WHITE ON WHITE

PANEL CEILINGS UNLESS NOTED OTHERWISE. 10. ALL ELECTRICAL RECEPTACLES TO BE WHITE UNLESS NOTED OTHERWISE.



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1

SCHEDULES

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DOOR SCHEDULE - LEVEL 1DOOR

NUMBER

DOOR FRAME

STC RATING FIRE RATING HARDWARE

DETAILS

NOTESTYPE WIDTH HEIGHT THICKNESS MATERIAL TYPE MATERIAL HEAD JAMB THRESHOLD

101A D6 3' - 0" 7' - 0" 1 3/4" AL F6 AL . . 3, 4

101B D6 3' - 0" 7' - 0" 1 3/4" AL F6 AL . . 3, 4

102A D1 3' - 0" 7' - 0" 1 3/4" HM F3 HM . . 1, 4

103A D1 3' - 0" 7' - 0" 1 3/4" WD F5 HM . .

105A D1 3' - 0" 7' - 0" 1 3/4" WD F5 HM . .

106A D1 3' - 0" 7' - 0" 1 3/4" WD F5 HM . .

107A D1 3' - 0" 7' - 0" 1 3/4" WD F5 HM . .

108A D1 3' - 0" 7' - 0" 1 3/4" WD F1 HM . .

109A D1 3' - 0" 7' - 0" 1 3/4" WD F1 HM . .

110A D2 6' - 0" 7' - 0" 1 3/4" HM F4 HM . . 1,4

110B D1 3' - 0" 7' - 0" 1 3/4" WD F1 HM . .

113A D1 3' - 6" 7' - 0" 1 3/4" WD F1 HM . .

114A D1 3' - 0" 7' - 0" 1 3/4" WD F1 HM . .

115A D1 3' - 0" 7' - 0" 1 3/4" WD F1 HM . .

116A D1 3' - 0" 7' - 0" 1 3/4" HM F3 HM . .

116B D1 3' - 0" 7' - 0" 1 3/4" WD F1 HM . .

118A D1 3' - 0" 7' - 0" 1 3/4" HM F1 HM . .

119A D1 3' - 0" 7' - 0" 1 3/4" WD F1 HM . .

120A D1 3' - 0" 7' - 0" 1 3/4" WD F1 HM . .

121A D1 3' - 0" 7' - 0" 1 3/4" HM F1 HM . .

122A D5 20' - 0" 15' - 0" 1" STL . STL . . 2,4

122B D1 3' - 0" 7' - 0" 1 3/4" HM F1 HM . . 1,4

122C D1 3' - 0" 7' - 0" 1 3/4" HM F1 HM . . 1,4

122D D2 6' - 0" 7' - 0" 1 3/4" HM F4 HM . .

ROOM FINISH SCHEDULE

ROOMNUMBER ROOM NAME

FLOORFINISHES

WALLBASE

WALL FINISHES

CEILING FINISH NOTESNORTH EAST SOUTH WEST

101 ENTRY VPF RB PT PT PT PT ACP

102 OPEN OFFICE VPF / CPT RB PT PT PT PT UCL

103 LARGE CONFERENCE ROOM CPT RB PT PT PT PT ACP

104 WORKROOM CPT RB PT PT PT PT ACP

105 TEAM ROOM CPT RB PT PT PT PT ACP

106 TEAM ROOM CPT RB PT PT PT PT ACP

107 SMALL CONFERENCE ROOM CPT RB PT PT PT PT ACP

108 WOMENS PFT PWB PT / PWT PT PT / PWT PT / PWT PT

109 MENS PFT PWB PT / PWT PT / PWT PT PT / PWT PT

110 MECHANICAL SC RB PT PT PT PT UCL

111 CORRIDOR VPF RB PT PT PT PT UCL

112 GATHERING VPF RB PT PT PT PT UCL

113 ELECTRICAL / IDF / NETWORK SC RB PT PT PT PT UCL

114 JANITOR SC RB PT PT PT PT UCL

115 STORAGE SC RB PT PT PT PT UCL

116 TRAINING ROOM CPT RB PT PT PT PT ACP

117 BREAK AREA VPF RB PT PT PT PT ACP

118 LOCKERS PFT PWB PT / PWT PT PT PT PT

119 SHOWER PFT PWB PT / PWT PT / PWT PT / PWT PT / PWT PT

120 TOILET PFT PWB PT / PWT PT / PWT PT / PWT PT / PWT PT

121 CLIMATE CONTROLLED PARTS ROOM SC RB PT PT PT PT ACP

122 MAINTENANCE SHOP SC SC / RB LP / PT LP / PT LP LP UCL













GENERAL NOTES



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BLDG. NAME

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ISSUED FOR BID


1

BUILDING VIEW

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2 VIEW - SOUTHWEST CORNER OF BUILDING













GENERAL NOTES



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1

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JON 001


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1 VIEW - SOUTHEAST CORNER OF BUILDING

2 VIEW - SOUTHEAST CORNER OF BUILDING













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