a1...04jun10 construction documents no. date description 1 1" = 30'-0" site plan 2 1" = 30'-0" site...

745

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750

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750

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NEW BCSP BUILDING~ 13,581 GROSS SF

46 PARKING SPACES

TRASH

FUTUREPARKING

FUTUREPATIO

FUTURE BLDGADDITION

REFERENCEPOINT

3

A1

LOCATION OF OUTERCORNER OF 4" CMU

ELECTRICAL TRANSFORMERAND PAD, SEE EP SHEETS

INTERNALLY LIT SIGN,SEE 5/A1

FLAG POLE, SEE 4/A1

CONC AREA WELL W/ HINGEDGRATE ON TOP, EGRESSSLADDER PER SPECIFICATIONS,AND 5" CONCRETE BOTTOMW/ DRAIN

STAMPEDCONCRETE PATIO

54' - 0 7/16"

24' - 3"

345' combined length



27' - 9 1/4"

36' - 9"

296' - 1"

58' - 1 1/8"

REFERENCE POINT 3

A1

NOTE: CURVE FOR WALL FOLLOWS ELLIPSE. TWO FOCI LOCATED ON SITE - 345'STRING WITH ENDS ATTACHED TO FOCI WILL PRODUCE PROPER CURVE

4" CONC. WALK

#4 @ 12" O.C.EA. WAY

4" MIN GRANULAR BASEON COMPACTED FILL

3' - 0"

3" NOSING BAR TYP.

5" MIN

1' - 4" TYP

5" MIN

PROVIDE TREADSW/ NON SLIP FINISH

COLOREDSTAMPEDCONCRETE

4 3/8" TYP

3'-0".

1' - 0"

4'-0" MAX

#4 @ 12" O.C.EA. WAYGRADE BEAM CONT

ALONG PATIO

8"

1" NOSING

1 1/2" CLEAR

1" NOSING, TYP.

35" DIA. FOUNDATION

3' - 6"

BARREN STRAWBERRY@ 12" O.C.

1' - 0"

3' - 6"

4"

3' - 0"

3 #5 BARS CONT.

#4 BARS @ 18" OC HORIZONTAL AND VERTICAL

SIGN PANEL

SKIRT

SIGN CABINET

CAST-IN-PLACE ANCHOR BOLTS

4 3/4"

1' - 0"

ELECTRICAL RACEWAY COVER

NON-CORROSIVE THUMB SCREW

4" MAX 3 5/8" MIN 2 1/4"

2301 W. Bradley Ave

ELECTRICAL CONDUIT

3' - 6"

6' - 0"

PARKING LOT

SIDEWALKS

EXISTING TREES

SITE SETBACKS

PROPERTY LINE

EASEMENT

SITE PLAN LEGEND:SITE PLAN LEGEND:SITE PLAN LEGEND:SITE PLAN LEGEND:

BUILDING FOOTPRINT

NOTES:

REVISIONS

SHEETDATE

PROJECT

These drawings and specifications are the property

and copyright of Gorski Reifsteck Architects and

shall not be used on any other work except by

written agreement with the Architect. Only written

dimensions shall be used. Do not scale drawings.

Dimensions shall be verified on the job site. Any

discrepancy shall be brought to the notice of the

Architect prior to the commencement of any work.

6/4

/20

10

3:4

8:3

4 P

M

2301 W. BRADLEY AVENUECHAMPAIGN, IL 61821

A1

SITE PLAN AND DETAILS

201007

Board of Certified

Safety Professionals

04JUN10

CONSTRUCTION DOCUMENTS

No. Date Description

1" = 30'-0"1

site plan

1" = 30'-0"2

site plan ellipse

1/2" = 1'-0"3

EXTERIOR STAIR DETAIL

1/4" = 1'-0"4

FLAGPOLE DETAIL 1" = 1'-0"

5SIGN FOUNDATION DETAIL

NORTH

NORTH

DS DS DS

DS

DSDS

DSDS

UP

DW

DN

FEC

FEC

MECHANICALMECHANICALMECHANICALMECHANICAL

002

GENERAL STORAGEGENERAL STORAGEGENERAL STORAGEGENERAL STORAGE

001

Basement

739' - 0"

A10

4

2

A5

2

A5

4

A7

K

K

AREA WELL

002

E

001A

E

K

001B

OFFICEOFFICEOFFICEOFFICE

127

MENMENMENMEN

130

WOMENWOMENWOMENWOMEN

128


124


121

CORRIDORCORRIDORCORRIDORCORRIDOR

115

KITCHENKITCHENKITCHENKITCHEN

110


106


105OFFICEOFFICEOFFICEOFFICE

104


144


143


142

JANITORJANITORJANITORJANITOR

108


125


126

CONFERENCECONFERENCECONFERENCECONFERENCE

122

WORK RMWORK RMWORK RMWORK RM

134

SERVER RMSERVER RMSERVER RMSERVER RM

136

OPEN OFFICEOPEN OFFICEOPEN OFFICEOPEN OFFICE

141


120

COPY RMCOPY RMCOPY RMCOPY RM

112

MEETING RMMEETING RMMEETING RMMEETING RM

139COPY RMCOPY RMCOPY RMCOPY RM

135

LOBBYLOBBYLOBBYLOBBY

102


140

BREAK RM/ LIBRARYBREAK RM/ LIBRARYBREAK RM/ LIBRARYBREAK RM/ LIBRARY

111

First Floor

751' - 0"

MENMENMENMEN

107

WOMENWOMENWOMENWOMEN

109

SHOWERSHOWERSHOWERSHOWER

131

SHOWERSHOWERSHOWERSHOWER

129

A9

2

A9

3A10

3

A8

1

A9

5

A8

2


118

STORAGESTORAGESTORAGESTORAGE

117

RESTROOMRESTROOMRESTROOMRESTROOM

119

VESTIBULEVESTIBULEVESTIBULEVESTIBULE

101


116

4

6

REC

YCLING

MEETING RMMEETING RMMEETING RMMEETING RM

114

133A

142

143

144

126

105

101A

122A

101B 106

124

125

127

140

131

130

129

128

107

109

108

119

118

121

120A

136

120B

117

116B 116A

104

133B

122B

HC M


103


113


123

STAIRSTAIRSTAIRSTAIR

132


133


138

1

A5

1

A5

3

A5

3

A5

2

A5

2

A5

C

1

A6

1

A7

2

A6

2

A73

A7

4

A7

A2 B2C2 C2

D2E2

A2

J

B2 D2

D1

B1 C1

E1 A1

E1 A1

K

H2

H1

D

B

C

DS DS

110

H2

copier

co

pie

r

copie

r

J

C

C

CC

C

D

G

D

D

D

D

D

D

D

DG

D

D

G

B

D

D

D

G

D

D D

D

G

J

J

A8

18

J

H1

A9

11

LINE OUTSIDE OF WOOD STUDSUP WITH OUTER EDGE OF 6"CMU -- TYP ON EXTERIOR WALLS

13' - 7" 13' - 6 1/2" 12' - 6 1/2"

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

4' - 7 1/2"

12' - 11 1/2" 17' - 7"

18" MIN

2' - 0"6' - 5 1/2"

15' - 11" 8' - 8 1/2"

9' - 6"

18" MIN

7' - 6"

5' - 10" 6' - 7 1/2"

4' - 7"

2' - 1"

4' - 5"

2' - 9"

2' - 7 1/2"

9' - 10 1/2"

9' - 7"

6' - 3 1/2"

8' - 10"

4' - 0"

4' - 0

"

4' - 0

"

12' - 0"

3' - 6"

EQEQ

EQ EQ

6'-2".

5'-10".

3'-6".

2' - 7"

6'-0".2' - 7"

10'-0".

5/A13

2/A13

COAT ROD@ 66" A.F.F.

COAT ROD@ 54" A.F.F.

CORNERGUARD

1

32

32

1

3

122

1

1

3

2

1

4 4

4 4

5

5 5

5

CORNERGUARD

4'-0".

CORNERGUARD

2' - 2 3/8"

3' - 10 3/8"

3' - 0"

3' - 0"

3' - 0"

8' - 0"

MIN

18" .

10' - 8"

2' - 6

"

5' - 6"

2' - 3"

6' - 2"PERFORATEDPANELS (TYP OF 4)

A9

8

A8

15

A817

A8

16

24' - 3"

26' - 5 5/16"

3' - 0"

3' - 0"

8' - 0 1/8"

4' - 9 1/4"

3' - 0"

3' - 0"

1' - 10"

3' - 0"

1' - 10"

3' - 0"

12" MIN

A138

A137

2' - 9 1/4"

EQEQ

EQEQ

120.00°

120.0

0°

CLERESTORY LINE (ABOVE)

A2

30

NOTES:1) ALL PARTITIONS WALL TYPE "A" UNLESS OTHERWISE NOTED2) DOOR AND ROOM FINISH SCHEDULE ON SHEET A123) ALL DIMENSIONS TO FACE OF MASONRY, FACE OF STUD, ORCENTER OF COLUMN UNLESS OTHERWISE NOTED.

WALL PLAQUE, SEEDETAIL SHEET A13

KNOX BOX,VERIFY LOCPER FIRE DEPT

2x4 WOODSTUDS W/ 5/8"GYP BD COLUMNSURROUND

2x4 WOODSTUDS W/ 5/8"GYP BD COLUMNSURROUND

6

A11

WINDOW TYPE A1/A2WOOD CLAD WINDOW WITH INSULGLAZING

A1: ADVANCED LOW E GLAZING,DETAIL 2/A13

A2: SUNDEFENSE LOW E GLAZING,DETAIL 2/A13

2559255925592559 2559255925592559 7559755975597559

5023502350235023 7523752375237523

2559255925592559 2559255925592559

2559255925592559 25592559255925592559255925592559 2559255925592559

2559255925592559 25592559255925592559255925592559 2559255925592559 75597559755975597559755975597559

75237523752375237523752375237523

5023502350235023

252325232523252325232523252325232523252325232523 2523252325232523100231002310023100235023502350235023 10023100231002310023

10059100591005910059 10059100591005910059

2535253525352535 10035100351003510035 2535253525352535 2535253525352535753575357535753575357535753575355035503550355035

WINDOW TYPE B1/B2

WOOD CLAD WINDOW WITH INSULGLAZING

B1: ADVANCED LOW E GLAZING,DETAIL 5/A13

B2: SUNDEFENSE LOW E GLAZING,DETAIL 2/A13

WINDOW TYPE C1/C2


C1: ADVANCED LOW E GLAZING,DETAIL 5/A13

C2: SUNDEFENSE LOW E GLAZING,DETAIL 2/A13

WINDOW TYPE D1/D2


D1: ADVANCED LOW E GLAZING, DETAIL2/A13

D2: SUNDEFENSE LOW E GLAZING, DETAIL(SEE INDICATIONS ON PLAN)

WINDOW TYPE E1/E2


E1: ADVANCED LOW E GLAZING,DETAIL 2/A13

E2: SUNDEFENSE LOW E GLAZING,DETAIL 5/A13

WINDOW TYPE F

THERMALLY BROKENSTOREFRONTASSEMBLY WITHINSULATING GLAZING

DETAIL 3/A13

WINDOW TYPE G

STOREFRONTASSEMBLY WITHSAFETY GLAZING

DETAIL 1/A13

WINDOW TYPE H1/H2


H1: ADVANCED LOW E GLAZING,DETAIL 2/A13

H2: SUNDEFENSE LOW E GLAZING,DETAIL 2/A13

WINDOW TYPE K

WOOD CLAD WINDOWWITH INSUL GLAZING

ADVANCED LOW EGLAZING, DETAIL 2/A13

WINDOW TYPE L

WOOD CLADWINDOW WITHINSUL GLAZING

ADVANCED LOW EGLAZING, DETAIL4/A13

WINDOW TYPE M



WINDOW TYPE N



WINDOW TYPE J

WOOD CLAD WINDOWWITH INSUL GLAZING

SUNDEFENSE LOW EGLAZING, DETAIL 2/A13

7559755975597559

7523752375237523

2"

7' - 8"

2"

2"

1' - 10"

2" 3' - 0" 2" 2' - 1" 2" 4' - 1 1/2" 2" 3' - 0" 2"

2"

10"

2"

7' - 8"

2"

10"

2"

2"

1' - 10"

2"

2" 4' - 4 1/8" 2" 6' - 4 1/2" 2" 4' - 4 1/4" 2"

1/8" = 1'-0"2

LOWER LEVEL PLAN

1/8" = 1'-0"1

FIRST FLOOR PLAN

1/4" = 1'-0"WINDOW TYPES

PARTITION SCHEDULEPARTITION SCHEDULEPARTITION SCHEDULEPARTITION SCHEDULE

TYPETYPETYPETYPEFIREFIREFIREFIRE

RATINGRATINGRATINGRATINGRATINGRATINGRATINGRATINGNO.NO.NO.NO. WIDTHWIDTHWIDTHWIDTH DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION

A 4 3/4" 5/8" GYP BD, 2X4 WD STUDS @ 16" OC, 5/8" GYP BD

B 18 1/4" 5/8" GYP BD, 2X4" WD STUDS @ 16" OC, 10" AIRSPACE, 2X4WD STUDS @ 16" OC, 5/8" GYP BD

C 6 3/4" 5/8" GYP BD, 2X6 WD STUDS @ 16" OC, 5/8" GYP BD

D 4 7/8" 5/8" GYP BD, 3 5/8" MTL STUDS @ 16" OC, 5/8" GYP BD

E 5 5/8" 6" CONCRETE MASONRY UNIT

F 4 1/8" 2X4 WD STUDS @ 16" OC, 5/8" GYP BD

G 7 1/4" 5/8" GYP BD, 6" MTL STUDS @ 16" OC, 5/8" GYP BD

H 6 1/8" 2X6 WD STUDS @ 16" OC, 5/8" GYP BD

J 3 1/8" 5/8" GYP BD, 2 1/2" MTL STUDS @ 16" OC

K 1 3/8" 1x WD FURRING STRIPS @ 16" OC, 5/8" GYP BD

L 6 3/4" 2x6 WD STUDS @ 16" OC, 5/8" GYP BD W/ R21 KRAFT FACEDBATT INSUL, 3/4" WOOD (LOBBY UPPER WALLS ON NORTHAND SOUTH)

M 6 3/4" 5/8" GYP BD, 2X6 WD STUDS @ 16" OC W/ R21 KRAFT FACEDBATT INSUL, 5/8" GYP BD (SIDES OF LIGHT WELLS WHICHARE NOT WOOD FACED)

NOTES:

REVISIONS

SHEETDATE

PROJECT

These drawings and specifications are the property

and copyright of Gorski Reifsteck Architects and

shall not be used on any other work except by

written agreement with the Architect. Only written

dimensions shall be used. Do not scale drawings.

Dimensions shall be verified on the job site. Any

discrepancy shall be brought to the notice of the

Architect prior to the commencement of any work.

6/4

/20

10

3:4

8:3

8 P

M

2301 W. BRADLEY AVENUECHAMPAIGN, IL 61821

A2

FLOOR PLAN ANDSCHEDULES

201007

Board of Certified

Safety Professionals

04JUN10

CONSTRUCTION DOCUMENTS

NORTH

NORTH

Keynote Legend

Key Value Keynote Text

1 EXTERIOR FINISH FACE BRICK

2 EXTERIOR FINISH CEMENTBOARD LAP SIDING

3 EXTERIOR FINISH CEMENTBOARD PANEL SIDING

4 COLUMN INSIDE PARTITION, PARTITIONPERPENDICULAR TO CURVED WALL

5 COLUMN INSIDE PARTITION WALL - PLACE WALLALONG COLUMN LINE

NOTES:1) ADD ACOUSTIC BATT INSULATION TO ALL PARTITIONS WHERE BATTINSULATION SYMBOL IS SHOWN ON PLAN.2) ALL PARTITIONS TO EXTEND TO BOTTOM OF GYPSUM BOARD ON BOTTOMCHORD OF TRUSSES.3) IN GENERAL, METAL STUDS HAVE BEEN INDICATED IN CENTER CURVED AREAOF BUILDING TO ACCOMODATE USE OF A CURVED TRACK. ALL OTHER STUDSHAVE BEEN INDICATED TO USE WOOD.4) EXTERIOR WALLS WHICH APPEAR TO BE AN EXTENSION OF THE INTERIORCURVED WALLS ARE STRAIGHT AND CONTINUE ALONG THE TANGENT OF THECURVED WALL.

a1...04jun10 construction documents no. date description 1 1" = 30'-0" site plan 2 1" = 30'-0" site...

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