campus police renovations

13S-301

_______________

12S-301

_______________

24LH

07

24LH

07

6' - 1" 6' - 1" 6' - 1" 6' - 0 3/4"

C15x

33.9

C15x

50

24LH

07

C15x

33.9

24LH

07

24LH

07

24LH

07

24LH

07

24LH

07

24LH

07

24LH

07

24LH

07

24LH

07

24LH

07

24LH

07 24LH

07

24LH

07

24LH

07

6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 6' - 2" 5' - 10 1/8"

11S-301

_______________

DECK D1

TYP.

L1L2

L1L1 L1

L1L2

14S-301

_______________

JJ

FF

3 4 7 821 95 6

L1

L1

11S-301

_______________11

S-301_______________

13S-301

_______________13

S-301_______________

14S-301

_______________

12S-301

_______________

15S-301

_______________

R.D. R.D. R.D.S-3011

TYP.

S-3011

6' - 0 3/4"

SHEA

RWAL

L

± 16'

- 7"

SHEA

RWAL

L

± 12'

- 7 3/

8"3'

- 4"

27' -

6 5/8"

SHEARWALL

25' - 11"

NOTE

RP-

1B

NOTE

RP-

1B

NOTE RP-1B

NOTE

RP-

1BSH

EARW

ALL

± 14'

- 4 13

/16"

S-3017

S-3016

TYP.

S-3016

S-3016 TYP.

TYP.

NOTE RP-3B

NOTE RP-3B

NOTE RP-3B

L3

ROOF HATCH

S-3011

S-3011

1AEF

1IH

2BEF

3BEF

2IH

NOTE RP-3B NOTE

RP-3B

13S-201

_______________

12S-201

_______________

14S-201

_______________

SLAB S1

TYP.44' -

9 5/8"

3' - 4

"

SHEA

RWAL

L

± 16'

- 7 3/

8"

117' - 7 7/8"

3' - 1

1 5/16

"

3' - 4

"

8S-201

_______________

9S-201

_______________10

S-201_______________

12S-201

_______________12

S-201_______________

8S-201

_______________

12S-201

_______________

13S-201

_______________

JJ

FF

3 4 7 821 95 6

14S-201

_______________

C.J.

C.J.

C.J.

C.J. C.J.

C.J. C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

15S-201

_______________

11S-201

_______________

15S-201

_______________

15S-201

_______________

15S-201

_______________

12S-201

_______________

11S-201

_______________

1' - 9

1/8"

18' -

0"5'

- 1 1/

8"

SHEA

RWAL

L

± 12'

- 7 3/

8"3'

- 4"

5' - 1

1/8"

18' -

0"4'

- 5 1/

2"

5' - 1

1/8"

18' -

0"

SHEA

RWAL

L

± 14'

- 5 3/

16"

E.F.+/-{95' - 6"}

E.F.+/-{97' - 6"}

E.F.+/-{97' - 6"}

E.F.+/-{95' - 6"}

E.F.+/-{97' - 6"}

E.F.+/-{95' - 6"}

E.F.+/-{95' - 6"}

E.F.+/-{95' - 6"}

E.F.+/-{95' - 6"}

E.F.+/-{95' - 6"}

E.F.+/-{95' - 6"}

E.F.+/-{95' - 6"}E.F.

+/-{95' - 6"}

E.F.+/-{95' - 6"}

5' - 1

1 3/8"

5' - 7 5/8"

16S-201

_______________

SHEARWALL

25' - 7"

NOTE

FP-

1B

NOTE

FP-

1B

NOTE FP-1B

NOTE

FP-

1B

F.D. F.D. F.D. F.D. F.D.

TRIPLE BASIN -SEE M.E.P. DWGS.

17S-201

_______________

18S-201

_______________

SIM.

8S-201

_______________8

S-201_______________ SIM.

SIM.

C.J.

DECK D2

• CONTRACTOR TO COORDINATE ALL DIMENSIONS AND ELEVATIONS W/ ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS.

• SEE SHEET S-000 FOR PROJECT GENERAL NOTES, DESIGN LOAD CRITERIA AND SPECIAL INSPECTION & TESTING SCHEDULES.

• ALL SOIL, CONCRETE, REINFORCING STEEL, MASONR AND STEEL TO BE TESTED IN ACCORDANCE WITH THE SPECIAL TESTING AND INSPECTION SCHEDULES ON SHEET S-000.

• SEE DETAIL 1/S-201 FOR PLACEMENT OF W.W.R. IN CONCRETE SLAB ON GRADE.

• SEE DETAIL 1/S-201 FOR TYPICAL SLAB CONTROL JOINT DETAIL.

• SEE DETAIL 2/S-201 FOR TYPICAL SLAB CONSTRUCTION JOINT DETAIL.

• SEE DETAIL 3/S-201 FOR ADDITIONAL SLAB REINFORCING AT RE-ENTRANT CORNERS.

• SEE DETAIL 4/S-201 FOR TYPICAL CORNER BAR DETAIL FOR FOUNDATION WALLS AND MASONRY BOND BEAMS.

• SEE DETAIL 5/S-201 FOR TYPICAL STEPPED FOOTING DETAIL.

• SEE DETAIL 6/S-201 FOR TYPICAL PIPE PENETRATION DETAILS THROUGH FOUNDATION WALLS & FOOTINGS.

• SEE DETAIL 7/S-201 FOR TYPICAL CONSTRUCTION JOINT DETAIL AT FOUNDATION WALLS.

• SEE DETAIL 8/S-201 FOR TYPICAL REBAR DETAILING WHERE FLOOR SLAB IS CAST OVER THE TOP OF THE FOUNDATION WALL.

• REFER TO ARCHITECTURAL DRAWINGS FOR FOUNDATION WALL & UNDER SLAB RIGID INSULATION REQUIREMENTS.

• PROVIDE PIER REINFORCING AT ALL OPENINGS PER 6/S-301.

• (96'-6") DENOTES ANTICIPATED TOP OF FOOTING ELEVATION.

• C.J. DENOTES SLAB CONTROL OR CONSTRUCTION JOINT. SEE TYPICAL DETAILS 1/S-201 & 2/S-201. MAXIMUM DISTANCE BETWEEN JOINTS IN ANY DIRECTION TO BE 15'-0".

• F.D. DENOTES FLOOR DRAIN. COORDINATE W/ ARCH. & M.E.P. DRAWINGS. SEE ARCH. AND M.E.P. DRAWINGS FOR REQUIRED SLOPES TO DRAINS.

• SLAB S1 (TYPICAL INTERIOR SLAB) INDICATES 6" CONCRETE SLAB REINFORCED W/ 6x6- W2.9xW2.9 W.W.R. PROVIDED IN FLAT SHEETS ONLY, ON 6" COMPACTED GRANULAR FILL. SEE PLAN & ARCHITECTURAL DWGS. FOR T/ SLAB ELEVATIONS.

• SLAB S2 (TYPICAL EXTERIOR SLAB) INDICATES 5" CONCRETE SLAB REINFORCED W/ 6x6- W2.9xW2.9 W.W.R. PROVIDED IN FLAT SHEETS ONLY, ON 6" COMPACTED GRANULAR FILL. SEE PLAN & ARCHITECTURAL DWGS. FOR T/ SLAB ELEVATIONS.

• NOTE FP-1B: PROVIDE (2)-#6 x 6'-0" LG. DOWEL BARS IN PIER. EMBED 3'-0" INTO CONC. FOUNDATION WALL & GROUTED SOLID INTO MASONRY WALL. COORDINATE LOCATION W/ MASONRY CONTRACTOR. LAP DOWEL BARS W/ FULL HEIGHT MASONRY WALL REINFORCING.

• DECK D1 INDICATES TYPE "B" (WIDE RIB) 1 1/2"-20 GA. GALVANIZED METAL ROOF DECK. ATTACH DECK TO ALL SUPPORTING MEMBERS W/ 5/8" PUDDLE WELDS @ 12" O.C. (6" @ PERIMETER) & (2)-#10 HEX HEAD SIDELAP SCREWS EQUALLY SPACED BETWEEN SUPPORTS. PROVIDE 3 SPAN MIN. SUPPORT.

• DECK D2 INDICATES 3" NORMAL WEIGHT CONCRETE SLAB ON 2"-20 GA. VLI COMPOSITE ,ETAL DECK OR EQUAL (5" TOTAL THICKNESS). METAL DECK TO BE ATTACHED TO ALL SUPPORTING MEMBERS W/ 5/8" PUDDLE WELDS @ 12" O.C. & #10 HEX HEAD SIDELAP SCREWS @ 36" O.C. MAX. REINFORCE CONCRETE SLAB W/ 6x6-W2.0xW2.0 SLAT SHEET W.W.R.

• PROVIDE ANGLE FRAME REINFORCEMENT AT ALL PENETRATIONS THRU THE ROOF DECK. SEE TYPICAL ROOF OPENING FRAMING DETAIL 1/S-301 FOR ADDITIONAL INFORMATION.

• SUPPLEMENTAL WEB REINFORCING IS REQUIRED AT ALL JOISTS WHERE CONCENTRATED LOADS ARE APPLIED TO JOISTS BETWEEN PANEL POINTS. SEE DETAIL 3/S-301 FOR ADDITIONAL INFORMATION.

• THE TOP OF ALL NON-LOAD BEARING MASONRY PARTITION WALLS ARE TO BE LATERALLY STABILIZED TO THE UNDERSIDE OF THE ROOF STRUCTURE IMMEDIATELY ABOVE. SEE TYPICAL SECTIONS 7-9/S-301 FOR THE REQUIRED CONSTRUCTION.

• PERIMETER DECK ANGLES ARE TO BE CONTINUOUS AROUND THE LIMITS OF THE ROOF DECK. JOINTS BETWEEN INDIVIDUAL ANGLE PIECES ARE TO BE ATTACHED WITH FULL PENNETRATION FIELD WELDS.

• CHANNELS THAT RUN PARALLEL AND IMMEDIATELY ADJACENT TO A PERIMETER MASONRY WALL ARE TO BE DETAILED WITH AND WELDED TO A 6"x6"x3/8" BEARING PLATE AT EACH END. BEARING PLATES TO BE DETAILED W/ (2)-3/8" DIA. x 4" WELDED HEADED STUDS ON THE UNDERSIDE OF THE PLATE. REFER TO DETAIL 5/S-301 FOR ADDITIONAL INFORMATION.

• A1 DENOTES L4x4x5/16 DECK SUPPORT ANGLE. ATTACH ENDS OF ANGLE TO SUPPORT FRAMING SIM. TO DETAIL 1/S-301.

• A2 DENOTES L6x4x5/16 FRAMING ANGLE. ATTACH ENDS OF ANGLE TO SUPPORT FRAMING SIM. TO DETAIL 1/S-301.

• L_ DENOTES LINTEL. SEE LINTEL SCHEDULE B ON THIS SHEET.

• M.C.J. DENOTES APPROXIMATE LOCATION OF MASONRY CONTROL JOINT. REFER TO ARCH. DRAWINGS FOR CONSTRUCTION DETAILS OF JOINT. CONTRACTOR TO COORD. M.C.J. LOCATIONS W/ ARCH. DWGS.

• R.D. DENOTES ROOF DRAIN. COORDINATE WITH ARCHITECTURAL & M.E.P. DRAWINGS. PROVIDE ANGLE FRAME SUPPORT BENEATH DECK SIMILAR TO TYPICAL ROOF OPENING DETAIL 1/S-301.

• NOTE RP-1B: DIMENSION INDICATES APPROXIMATE LENGTH OF MASONRY SHEAR WALL. MASONRY CONTROL JOINTS ARE NOT PERMITTED WITHIN THE LIMITS OF ANY SHEAR WALL. AT ENDS OF SHEAR WALL PANELS AND AT EACH END OF OPENINGS, PROVIDE 3 SETS OF (2)-#6 BARS FULL HEIGHT IN CMU FROM TOP OF FOUNDATION WALL/ FTG. TO TOP OF MASONRY WALL. LAP W/ #6 DOWELS IN FOUNDATION WALL. GROUT ALL COURSES W/ REBAR SOLID USING 3000 PSI CONCRETE GROUT.

• NOTE RP-2B: PROVIDE 3/8"x 1/2" LESS WIDTH OF WALL PLATE LINTEL (GALV.) AT SCUPPER. PROVIDE 6" BEARING AT EACH END.

• NOTE RP-3B: DO NOT WELD CHANNEL TO BEARING PLATE BP1.

PLAN NOTES & SYMBOLS

• SEE DETAIL 5/S-301 FOR ADDITIONAL INFORMATION.• BEAM TO BE CENTERED IN MASONRY CONSTRUCTION U.N.O. ON PLAN OR SECTIONS.• ALL W BEAMS INDICATED ABOVE TO CONFORM TO ASTM A572 OR ASTM A992 (Fy=50 KSI).• ALL CHANNELS, PLATES AND ANGLES INDICATED ABOVE TO CONFORM TO ASTM A36 STEEL U.N.O.• PROVIDE MASONRY ANCHORS @ 32" O.C. HORIZONTALLY ON EACH SIDE OF BEAM WEB FOR ALL LINTELS 12" IN

DEPTH OR GREATER.• ALL EXTERIOR LINTELS TO BE GALVANIZED.• PROVIDE (1) L3 1/2x3 1/2x5/16 FOR EACH 4" INCREMENT OF DEPTH AT ALL RECESSED ARCHITECTURAL OPENINGS

UP TO 2'-8" IN LENGTH (I.E. FIRE EXTINGUISHER CABINETS, WATER COOLERS, ETC.)

• MASON TO INSTALL BEARING PLATES IN MASONRY WALLS SO THAT THE THICKNESS OF THE PLATE IS NOT VISIBLE IN THE FINISHED FACADE.

• ALL BEARING PLATES TO HAVE (2)-3/8" x4" LONG WELDED HEADED STUDS U.N.O.• BEARING PLATES LOCATED DIRECTLY OVER MASONRY CONTROL JOINTS (M.C.J.) ARE TO HAVE WELDED HEADED

STUDS SHIFTED TO ONE SIDE OF THE CONTROL JOINT. USE BOND BREAKER BETWEEN BOTTOM OF PLATE AND TOP OF WALL AT THE SIDE OF BEARING PLATE WITHOUT STUDS.

• t = THICKNESS OF PLATE.• REFER TO 5/S-301 FOR ADDITIONAL INFORMATION.

PROJECT NUMBER

DATE OF ISSUE

DRAWN BY

CHECKED BY

REVISIONS

DATE

SIGNATURE

21 22 23 24

U

T

S

R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016

Q

P

N

M

L

K

J

H

G

F

E

C

B

A

D

ARCHITECT

www.legat.com

Legat Architects

25

JOLIETJUNIOR

COLLEGE

CAMPUS POLICERENOVATIONS

1215 Houbolt RoadJoilet, IL 60431

220120.0006.28.21

RMJRB

S-101B

ALTERNATE #2FOUNDATION PLAN & ROOFFRAMING PLAN

RT&A Inc.

RTM EngineeringConsultants

650 E. Algonquin, Suite 250Schaumburg, il 60173

P: 847.756.4180www.rtmec.com

129 Capista DriveShorewood, il 60404

P: 815.744.6600www.ruettigertonelli.com

2015 Spring Road, Suite 175Oak Brook il, 60523

P: 630.990.3541

Pease Borst & Associates18 Executive Court

South Barrington, IL 60010P: 847.842.6930

www.peaseborst.com

CIVIL ENGINEER

STRUCTURAL ENGINEER

MEP/FP ENGINEER

1/8" = 1'-0"2 ROOF FRAMING PLAN - ALTERNATE #2

1/8" = 1'-0"1 FOUNDATION PLAN - ALTERNATE #2

NO. DESCRIPTION DATE

BEARING PLATE SCHEDULEMark t W L REMARKSBP1 3/8" 7" 7" GROUT WALL SOLID 2 COURSES DEEP x

2'-0" WIDE

LINTEL SCHEDULE BMARK MEMBER SIZE SHAPE REMARKS

L1 (2)-L3 1/2x3 1/2x5/16

L2 MC12x31 & 5/16"x7 1/2" PLATE PROVIDE BP1 EACH END -SEE DETAIL5/S-301

L3 MC12x35 & 5/16"x7 1/2" PLATE PROVIDE BP1 EACH END -SEE DETAIL5/S-301

PROJECT NUMBER

DATE OF ISSUE

DRAWN BY

CHECKED BY

REVISIONS

DATE

SIGNATURE

21 22 23 24

U

T

S

R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016

Q

P

N

M

L

K

J

H

G

F

E

C

B

A

D

ARCHITECT

www.legat.com

Legat Architects

25

JOLIETJUNIOR

COLLEGE



220120.0006.28.21

RMJRB

RT&A Inc.







P: 630.990.3541



www.peaseborst.com

CIVIL ENGINEER

STRUCTURAL ENGINEER

MEP/FP ENGINEER


1/8" = 1'-0"1 EXISTING LOW ROOF FRAMING PLAN

S-102

MECHANICAL PLATFORMFRAMING PLAN & DETAILS

3"

FINISHED EDGE OR CONSTRUCTION JOINT

(2)-#5x6'-0" LG. CENTERED ON RE-ENTRANT CORNER PLACED MID-HEIGHT IN SLAB

NOTE: IN LIEU OF USING (2)-#5, PLACE CONTROL JOINT IN SLAB @ EITHER OF THESE LOCATIONS

D/2

D/2

D

5/8" x 2'-0" LG. SMOOTH BAR @ 24" O.C.

KEYWAY

GREASE ONE END OF BAR T/SLAB

EL. SEE PLAN

1' - 0" 1' - 0"

NOTE:PREFORMED OR WOOD FORMED KEYED CONSTRUCTION JOINTS ON COLUMN

X X X X X X

FIRST POUR SECOND POUR

PLACE SECOND POUR 24 HRS. AFTER FIRST POUR

D

FILL JOINT AS PER ARCHITECT

WWR AT MID DEPTH OF SLAB

T/SLAB EL. SEE PLAN

• PROVIDE ZIP-STRIP @ TIME OF SLAB PLACEMENT OR SAWCUT SLAB 8-12 HOURS AFTER POUR

• PROVIDE CONTROL JOINTS @ 15'-0" O.C. MAX. WHETHER SPECIFICALLY IDENTIFIED ON THE DRAWINGS OR NOT

W.W.R. TO BE IN FLAT SHEETS ONLY. ROLL STOCK NOT ACCEPTABLE. CONTRACTOR TO PROVIDE SUPPORT CHAIRS AS REQUIRED TO INSURE PLACEMENT OF W.W.R. "PULLING UP" W.W.R. INTO POSITION DURING PUR IS NOT ACCEPTABLE.

X X X X XX

D/2

D/2

CLASS "B"± 2' - 0"

± 1' -

0"

1' - 0"

21

NEAT EXCAVATION

SAME SIZE & NO. AS BOTTOM BARS

1' - 0

"

DEPRESSION

LIMITS OF WALL

(TYP.)

± 3' - 0" LAP

(TYP.)

± 3' - 0" LAP

TYP.8"

PLAN

SEE

REIN

F.

CONT

. WAL

L

T/ FDN. WALLEL. SEE PLAN

T/ FOOTINGEL. SEE PLAN

LAP BARS TO MATCH QUANTITY OF HORIZONTAL REINFORCING

(TYP

.)

1' - 0

"

REIN

F.

CONT

. WAL

L

CONT. 2x4 KEYWAY (TYP.)

T/FTG.EL. SEE PLAN

FILL VOID AROUND PIPE W/ INSULATION

UNDERGROUND PIPE (8" MAX.) -SEE MECHANICAL DWGS.

MASONRY WALL -SEE ARCH. DWGS.9 GA. CONT. HORIZ

JOINT REINFORCEMENT IN EVERY OTHER COURSE VERTICALLY (16" O.C.) TYP.

PROVIDE BOXOUT IN CONCRETE FD. WALL 2" LARGER THAN PIPE ON ALL SIDES (TYP.)

REIN

F.

CONT

. WAL

L


MASONRY WALL -SEE ARCH. DWGS.

9 GA. CONT. HORIZ JOINT REINFORCEMENT IN EVERY OTHER COURSE VERTICALLY (16" O.C.) TYP.

RIGID INSULATION-SEE ARCH. DWGS.

BOXOUT PORTION OF FOOTING & FOUNDATION WALL 2" LARGER THAN PIPE ON ALL SIDES (TYP.)

FOOTING BEYOND

(TYP.)

2' - 6" LAP

TERMINATE WALL REINF. AT BOXOUT. PROVIDE LAP BARS ABOVE TO MATCH SIZE & QUANTITY OF CUT BARS.

BOXOUT PORTION OF FOOTING & FOUNDATION WALL 2" LARGER THAN PIPE ON ALL SIDES (TYP)

FILL VOID AROUND PIPE W/ INSULATION


(TYP

.)

1' - 0

"

T/FTG.EL. SEE PLAN

T/FDN. WALLEL. SEE PLAN

REIN

F.

CONT

. WAL

L


CONCRETE SLAB-SEE PLAN


EIFS-SEE ARCH. DWGS.


(TYP.)

2'-0" LAP

MATCH NUMBER AND SIZE OF CORNER BARS W/ HORIZ. WALL BARS (TYPICAL)

90° STANDARD HOOK (TYPICAL)

WALL REINFORCING

CORNER INTERSECTION


TOP

& BO

T.

(2)-#

5 CON

T.





2' - 0"

8" 8" 8"

T/ SLAB EL. 97'-6"

CONT. 1/2" PREMOLDEDJOINT FILLER (TYP.) -SEEARCH. DWGS.

T/FOOTINGEL. 94'-0"

1' - 0

"

EQ.EQ.

#6 VERT. FULL HEIGHT WALLREINF. @ 48" O.C. GROUTCORES W/ REBAR SOLID W/3000 PSI CONCRETE GROUT.

#6 x 6'-0" LG. DOWEL BARS @ 48" O.C. EMBEDDED 3'-0" INTO CONC. FOUND. WALL


#5 @ 48" O.C.8"

3'-4"

3" C

LR.


TOP

& BO

T.

(2)-#

5 CON

T.





EXIST. CONC. SLAB -V.I.F.

3' - 8"

1' - 6" 8" 1' - 6"

T/ SLAB EL. 97'-6"

EXIST. METAL STUD WALL -V.I.F.


EXIST. EIFS -V.I.F.

T/FOOTINGEL. 94'-0"

1' - 0

"

EQ.EQ.


EXIST. CONC. BEAM -V.I.F.

EXIST. CONC. TRENCH FOOTING -V.I.F.

T/ SLAB EL. 100'-0"

#6 VERT. FULL HGEIGHT WALL REINF. @ 8" O.C. GROUT CORES W/ REBAR SOLID W/ 3000 PSI CONCRETE GROUT

3" CLR.

#5 @ 16" O.C.

1'-6"

3'-6"

(4)-#5 LONG. BARS

#5 @ TRANS. BARS @ 12" O.C.

TOP

& BO

T.

(2)-#

5 CON

T.






1' - 6" 1' - 5" 9"

T/ SLAB EL. 97'-6"


CONT. 1/2" PREMOLDED JOINT FILLER(TYP.) -SEE ARCH. DWGS.

EXIST. EIFS -V.I.F.

T/FOOTINGEL. 94'-0"

1' - 0

"

EQ.EQ.




T/ SLAB EL. 100'-0"

CONC. SLAB ON COMPOSITEMETAL DECK -SEE PLAN

CONT. 16 GA. BENT PLATE POUR STOP

T/ SLAB EL. 100'-0"

CONT. 3/8"x5" WIDE BEARING PLATE W/ 3/8" x4" LG. WELDED HEADED STUDS @ 16" O.C.

CONT. BOND BLOCK W/ (1)- #4TOP & BOT. FILLED W/ 3000 PSICONCRETE GROUT. (TYP.)



#5 @ 16" O.C.

1'-6"

3'-6"

(4)-#5 LONG. BARS


3' - 8"

3" CLR.

5"

TOP

& BO

T.

(2)-#

5 CON

T.

MASONRY WALL BEYOND-SEE ARCH. DWGS.




T/ SLAB EL. 100'-0"

EXIST. METAL STUD WALL BEYOND -V.I.F.

T/FOOTINGEL. 94'-0"

1' - 0

"


CONCRETE SLAB-SEE PLAN T/ SLAB

EL. 97'-6"



METAL PAN STAIRS -SEE ARCH. DWGS.

CONT. 16 GA. BENTPLATE POUR STOP

MASONRY WALL-SEE ARCH. DWGS.



CONT. 16 GA. BENT PLATE POUR STOP W/ EXTENDED HORIZ. LEG TO MEET FACE OF EXIST. SLAB

FILL SPACE BETWEEN T/BOND BEAM & UNDERSIDE OF POUR STOP SOLID W/ GROUT

2' - 0"

1' - 0

"

1' - 6" 1' - 5" 9"

CONT. 2x4 KEYWAY (TYP.)3' - 8"

3" CLR.

#5 @ 16" O.C.

1'-6"

3'-6"

(4)-#5 LONG. BARS



TOP

& BO

T.

(2)-#

5 CON

T. RIGID INSULATION-SEE ARCH. DWGS.


2' - 0"

8" 8" 8"

T/ SLAB EL. 97'-6"

T/FOOTINGEL. 94'-0"

1' - 0

"

#4 DOWELS @ 12" O.C.2'-6"

2'-6"

OVERHEAD DOOR -SEE ARCH. DWGS.

PAVING -SEE CIVIL & ARCH. DWGS.

8"

DEPRESS TURN-DOWN SLAB @ OVERHEAD DOOR & SLOPE AWAY FROM BLDG.

#5 @ 48" O.C.8"

3'-4"

3" C

LR.

8"

T/SLABEL. 97'-6"

T/FOOTINGEL. 94'-0"

#4 DOWEL @ 12" O.C.2'-6"

2'-6"

TOP

& BO

T.

(2)-#

5 CON

T.

TOP

& BO

T.

(2)-#

5 CON

T.


SELF-COMPACTING GRANULAR FILL 4'-0" DEEP(NO FINES) UNDER LIMITSOF STOOP SLAB.

SLOPE DOWN AWAY FROMBLDG. 1/8" PER FOOT

T/ EXTERIOR SLAB ELEV. @ DOOR = 0'-0"

~

#4 DOWEL @ 12" O.C.

2'-6"

2'-6"

2' - 0"

1' - 0

"

8"8"

8"

8"

4'-0"

MIN

.

SEE PLAN

CONC. SLAB -SEE PLAN

#5 @ 48" O.C.

8"

3'-4"3" C

LR.

T/SLABEL. 97'-6"

T/FOOTINGEL. 94'-0"

#4 DOWEL @ 12" O.C.2'-6"

2'-6"

TOP

& BO

T.

(2)-#

5 CON

T.


2' - 0"

1' - 0

"

8"

CONC. SLAB -SEE PLAN

8"

8" 8"

#5 @ 48" O.C.

8"

3'-4"3" C

LR.


TOP

& BO

T.

(2)-#

5 CON

T.





EXIST. CONC. COLUMN -V.I.F.

1' - 6" 8" 1' - 6"

T/ SLAB EL. 97'-6"



EXIST. EIFS -V.I.F.

T/FOOTINGEL. 94'-0"

1' - 0

"

EQ.EQ.




EXIST. CONC. COLUMN -V.I.F.

EXIST. CONC. FOOTING -V.I.F.

T/ SLAB EL. 100'-0"

T/ SLAB EL. 95'-6"


8"x24" (V.I.F.) CONC. BEAM OVER EXIST. FOOTING W/ (4)-#5 BARS AS SHOWN. BARS TO CONTINUE 1'-0" BEYOND EDGE OF FOOTING


3' - 8"

3" CLR.

#5 @ 16" O.C.

1'-6"

3'-6"

(4)-#5 LONG. BARS




CONC. SLAB ONCOMPOSITE METALDECK -SEE PLAN

T/ SLAB EL. 97'-6"

T/ SLAB EL. 100'-0"MASONRY WALL

-SEE ARCH. DWGS.

METAL PAN STAIRS-SEE ARCH. DWGS.



TOP

& BO

T.

(2)-#

5 CON

T.

2' - 0"

8" 8" 8" T/FOOTINGEL. 94'-0"

1' - 0

"



5"


CONC. SLAB ONCOMPOSITE METALDECK -SEE PLAN

CONCRETE SLAB-SEE PLAN T/ SLAB

EL. 97'-6"

T/ SLAB EL. 100'-0"

± 3"

9"MASONRY WALL-SEE ARCH. DWGS.



TOP

& BO

T.

(2)-#

5 CON

T.

2' - 0"

8" 8" 8" T/FOOTINGEL. 94'-0"

1' - 0

"


DEPR

ESSI

ON F

OR C

HAIR

LIFT

CO

ORDI

NATE

W/ A

RCH.

DW

GS.

CONT. BOND BLOCK W/ (1)-#4 TOP & BOT. FILLED W/ 3000 PSI CONCRETE GROUT (TYP.)

5"


TOP

& BO

T.

(2)-#

5 CON

T.





2' - 0"

8" 8" 8"


1' - 0

"

EQ.EQ.



TOP

& BO

T.

(2)-#

5 CON

T.

2' - 0"

8" 8" 8"

T/ SLAB EL. 97'-6"

T/FOOTINGEL. 94'-0"

1' - 0

"

EQ.EQ.#6 VERT. FULL HEIGHT WALLREINF. @ 48" O.C. GROUTCORES W/ REBAR SOLID W/3000 PSI CONCRETE GROUT.

CONT. 16 GA. BENT PLATE POUR STOP (TYP.)


CONT. L7x4x3/8 (LLV) W/ 3/4" x4 3/4" EMBED. HILTI KWIK BOLT 3 EXPANSION ANCHORS @ 24" O.C. (TYP.)

CONT. BOND BLOCK W/ (1)-#4 TOP & BOT. FILLED W/ 3000 PSI CONCRETE GROUT (TYP.)

2 1/2"

T/ SLAB EL. 100'-0"

2 1/2"

5"

SCALE: 1" = 1'-0"S-2013

TYPICAL SLAB REINFORCING@ RE-ENTRANT CORNERS

SCALE: 1 1/2" = 1'-0"S-2012 TYPICAL SLAB CONSTRUCTION JOINT DETAIL

SCALE: 1 1/2" = 1'-0"S-2011 TYPICAL SLAB CONTROL JOINT DETAIL

SCALE: 1/2" = 1'-0"S-2015 TYPICAL STEPPED FOOTING DETAIL

SCALE: 1/2" = 1'-0"S-2017

TYPICAL FOUNDATION WALL REINFORCINGDETAIL AT DEPRESSION FOR DOOR

SCALE: 1/2" = 1'-0"S-2016 TYPICAL FOUNDATION WALL & FOOTING PIPE PENETRATION DETAILS

SCALE: 1/2" = 1'-0"S-2014

TYPICAL CORNER BAR DETAILS FORFOUNDATION WALLS & BOND BEAMS

PROJECT NUMBER

DATE OF ISSUE

DRAWN BY

CHECKED BY

REVISIONS

DATE

SIGNATURE

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ARCHITECT

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Legat Architects

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JOLIETJUNIOR

COLLEGE



220120.0006.28.21

RMJRB

S-201

FOUNDATION SECTIONS &DETAILS

RT&A Inc.







P: 630.990.3541



www.peaseborst.com

CIVIL ENGINEER

STRUCTURAL ENGINEER

MEP/FP ENGINEER

SECTIONSCALE: 1/2" = 1'-0"S-201

12


8


9 SECTIONSCALE: 1/2" = 1'-0"S-201

10 SECTIONSCALE: 1/2" = 1'-0"S-201

13


14 SECTIONSCALE: 1/2" = 1'-0"S-201

15


11



16 SECTIONSCALE: 1/2" = 1'-0"S-201

17 SECTIONSCALE: 1/2" = 1'-0"S-201

18

"SPAN" -VERIFY W/ ARCH. & M.E.P. DWGS.

ANGLE FRAMING ON THREE SIDES OF OPENING TYP. SEE 2/S-301 FOR ANGLE SIZING.

3/16 2

3/16 2TYP.

3/16TYP.

T/ L=T/ JOIST

CUT VERTICAL LEG @ JOIST CHORD OR BEAM FLANGE (TYP.)

"SPA

N" -S

EE P

LAN

VERI

FY W

/ ARC

H.

& M.

E.P.

DW

GS.

ADD ANGLE TYP. WHERE OPENING IS MORE THAN 6" FROM JOIST OR BEAM

. SEE 2/S-301 FOR ANGLE SIZE.

TYP.2"

STEE

L JOI

STS

OR B

EAMS

TYPICAL ROOF OPENING TO INCLUDE SKYLIGHTS, ROOF DRAWINGS AND SUMP PANS, ROOF SCUTTLES AND MECHANICAL. USE ANGLE FRAME FOR ALL OPENINGS 1'-0" OR LARGER IN ANY DIRECTION AND AT PERIMETER OF ALL ROOF TOP EQUIPMENT CURBS. VERIFY SIZE & LOCATION W/ ARCH. & M.E.P. DRAWINGS.

ROOF OPENING & SUPPORTANGLE SCHEDULE

SPAN ANGLE

UP TO 5'-0" L4x4x5/16

5'-0" TO 8'-0" L6x4x3/8 (LLV)

8'-0" TO 12'-0" L8x4x1/2 (LLV)

• EACH ANGLE FRAME IS TO BE FABRICATED WITH CONSISTENT ANGLE SIZES BASED ON THE LONGEST ANGLE SPAN AT A GIVEN FRAME.

• FOR SPANS GREATER THAN 12'-0" CONSULT THE STRUCTURAL ENGINEER FOR MORE INFORMATION.

• "SPAN" IS DEFINED IN DETAIL 1/S-301 STEEL JOIST -SEE 3/S-301 FOR SUPPLEMENTAL REINF.REQUIREMENT.

CURB BY OTHERSMETAL DECK -SEE PLAN

MECHANICAL UNIT-SEE M.E.P. DWGS.

PLATE 1/4"x2 1/2"x ANGLEDEPTH AT JOISTPLATE 3/8"x4" x ANGLE DEPTH AT BEAM

3/16TYP.

NOTE: DETAIL APPLIES FOR CONDITIONS WHERE EITHER JOIST OR BEAMS ARE PRESENT.

ANGLE -SEE SCHEDULE

DECK/CURB SUPPORT ANGLENOT SHOWN FOR CLARITY.-SEE DETAIL 1/S-301

PANEL POINT NEAREST EQUIPMENT

METAL DECK-SEE PLAN

STEEL JOIST-SEE PLAN

EQUIPMENT CURB OR HANGERVERIFY LOCATION

WOOD BLOCKING @ CURB

L2x2x1/4 SUPPLEMENTALWEB REINFORCING ANGLE

P

P

3/16 2

3/16 2TYP.

NOTE: ALL EQUIPMENT THAT IS SUPPORTEDBY STEEL JOISTS IS TO BE HUNG IN A MANNERTHAT CONCENTRICALLY LOADS THE CHORDELEMENTS. SINGLE BEAM CLAMPS, FOR EXAMPLE, ARE NOT ACCEPTABLE.

NOTE: THIS DETAIL APPLIES WHEREVERMECHANICAL EQUIPMENT RESTS UPONOR IS HUNG FROM JOIST CHORDS & WHERE P>50# & A>3".

A

A

3/16 2

3/16 2TYP.

LINTEL BEAM -SEE PLAN

WALL REINFORCING -SEE PLAN

BEARING PLATE WITH (2)-3/8" x 4" WELDED HEADED STUDS GROUTED IN PLACE. -SEE LINTEL SCHEDULE

MINIMUM (2) COURSES GROUTED BLOCK x 2'-0" WIDE BENEATH FULL FOOTPRINT OF BEARING PLATE. SEE LINTEL SCHEDULE. OMIT INSULATION AND FILL CAVITY WHERE REQUIRED BY PLATE LOCATION.

3/16 3-12

3/16 3-12PROVIDE SEAL WELD ON EXTERIOR FACE IN ADDITION TO STITCH WELD

1"x5"x1/4" KEEPER BAR N.S. & F.S.

3/16

BAR TO BEARING PLATE-NO WELD OF BEAM TOPLATE OR BAR

LINTELS WITH MASONRY OPENINGS GREATER THAN 8'-0" REQUIRE FIELD WELD AT ONE END AND KEEPER BARS AT OTHER END. TYPICAL UNLESS NOTED OTHERWISE.

@ MASONRY EXPANSION JOINTS, OR AS NOTED ON PLAN BY (**)

(2)-#6 VERTICAL FULL HEIGHT GROUT CORES SOLID @ REINFORCING

GROUT BLOCK CORES ANDCOLLAR JOINT AS REQUIREDFOR LINTEL BEARING

OPENING

~

TYPICAL

LINTEL BEARING

5S-301

_______________




EXIST. METAL STUD WALL -V.I.F. EXIST. EIFS -V.I.F.

STEEL JOIST -SEE PLAN

METAL DECK-SEE PLAN

CONT. L4x4x4x5/16

SLIP PLATE BEARING ASSEMBLY -SEE DETAIL 16/S-301



FILL CMU CORES AT TOP WALL SOLID W/ 3000 PSI CONC. GROUT.

3/16TYP.

T/ BRG. PLATE EL. 111'-6 1/2"

EQ. EQ.





METAL DECK-SEE PLAN

CONT. L4x4x4x5/16

1/2"x6"x10" BEARING PLATE W/ (2)-3/8"x4" LG. WELDED HEADED STUDS



EQ. EQ.


3/16TYP.

1/4 2"

1/4 2"TYP.

T/ BRG. PLATE EL. 110'-2 1/2"




METAL DECK-SEE PLAN


EQ. EQ.


LINTEL -SEE PLAN

CHANNEL W/ 3/4" x4 3/4" EMBED. HILTI KWIK BOLT 3 EXPANSION ANCHORS @ 24" O.C. HORIZ. PROVIDE BP1 BEARING PLATE AT EACH END. - SEE PLAN

BOT./ LINTELEL. SEE ARCH. DWGS.

EQ.

EQ.

JOIST BRIDGING PER SJI TYPICAL

B/ DECK EL. VARIES

3/8" STIFF. PLATE

FILL CMU COURSE ON TOPOF BOND BEAM SOLID W/3000 PSI CONC. GROUT.



CONT. BOND BLOCK W/ (1)-#4 TOP & BOT. FILLED W/ 3000 PSI CONC. GROUT. STEP AS REQD. FOR CHANNEL ANCHORAGE




METAL DECK-SEE PLAN




EQ.

EQ.

JOIST BRIDGING PER SJI TYPICAL

B/ DECK EL. VARIES

3/8" STIFF. PLATE


FILL CMU COURSE ON TOPOF BOND BEAM SOLID W/3000 PSI CONC. GROUT.

EQ. EQ.


1' - 0"

5"

1 1/2"FLEXIBLE FILLER

STEEL JOIST

SEAL VOID TIGHT PER ARCHITECTURAL DWGS.AND SPECS. (TYP.)

METAL DECK-SEE PLAN

1 1

/2" V

OID

SPAC

E

L5x3x1/4x1'-0" LG. (LLV)TYP. @ BOTH SIDES OFWALL AT EVERY JOIST

3/16 2TYP.

NOTE: ALTHOUGH STEEL JOISTSARE DEPICTED, THE DETAIL ALSO APPLIES TO W BEAMS.

GAP

1 1/2"

9S-301

L5x3 1/2x5/16 x 1'-0" LG. (LLV) @4'-0" O.C. EACH SIDE OF WALL.ATTACH W/ (4)-#12-14 x3/4" HWHSCREWS INTO ROOF DECK (BY HILTI OR EQUAL.)

METAL DECK-SEE PLAN

STEEL JOIST (TYP.)-SEE PLAN

H.B. PER JOIST MFR.

MASONRY WALL-SEE ARCH. DWGS.


SPAC

E

1 1/2"

VOI

D

(4)-#6 VERTICAL FULL HEIGHT GROUT CORES SOLID @ REINFORCING

GROUT BLOCK CORES ANDCOLLAR JOINT AS REQUIREDFOR LINTEL BEARING

OPENING

~

TYPICALLINTEL BEARING

5S-301

_______________

OPENING

1 1/2" VOIDSPACE

METAL DECK-SEE PLAN

HOLD DOWN MASONRY 1 1/2"FROM JOIST BOTTOM CHORD

L5x3 1/2x5/16 (LLV)





LINTEL -SEE PLAN



EQ.


METAL DECK-SEE PLAN



BOT./ LINTELEL. SEE ARCH. DWGS.

FILL CMU COURSE ON TOP OF BOND BEAM SOLID W/ 3000 PSI CONC. GROUT.

EQ.

EQ.

EQ.

STEEL JOIST SEAT

3/4"x4"x1'-2" BEARING PLATE W/ (3)-3/8" x4" LG. WELDED HEADED STUDS

METAL DECK -SEE PLAN

TWO PLATE WELDED KEEPER ASSEMBLY EACH SIDE OF JOIST SEAT TOP PLATE 1/2"x3"x5". BOTTOM PLATE 3 1/2"x3 1/2"x THICKNESS OF JOIST SEAT ANGLE

3/16

THREE SIDESTYP. PLATE TO

PLATE

1/4

THREE SIDES TYP.PLATE ASSEMBLYTO BEARINGPLATE

DO NOT WELD JOIST TO BEARING PLATE ASSEMBLY

SCALE: 3/4" = 1'-0"S-3011 TYPICAL ROOF OPENING FRAMING DETAIL

SCALE: 3/4" = 1'-0"S-3012

ROOF OPENING AND CURBSUPPORT ANGLE SCHEDULE

SCALE: 3/4" = 1'-0"S-3014 TYPICAL CONNECTION DETAIL X

SCALE: 3/4" = 1'-0"S-3013

TYPICAL EQUIPMENT CURB &HANGER SUPPORT DETAIL SECTION

SCALE: 3/4" = 1'-0"S-3015

SCALE: 3/4" = 1'-0"S-3016

TYPICAL MASONRY PIERREINFORCING @ OPENINGS

PROJECT NUMBER

DATE OF ISSUE

DRAWN BY

CHECKED BY

REVISIONS

DATE

SIGNATURE

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ARCHITECT

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220120.0006.28.21

RMJRB

S-301

ROOF FRAMING SECTIONS &DETAILS

RT&A Inc.







P: 630.990.3541



www.peaseborst.com

CIVIL ENGINEER

STRUCTURAL ENGINEER

MEP/FP ENGINEER


11 SECTIONSCALE: 3/4" = 1'-0"S-301

13SECTIONSCALE: 3/4" = 1'-0"S-301

12 SECTIONSCALE: 3/4" = 1'-0"S-301

14


8 SECTIONSCALE: 3/4" = 1'-0"S-301

9


SCALE: 3/4" = 1'-0"S-3017 MASONRY PIER REINFORCING SECTION

SCALE: 3/4" = 1'-0"S-30110


15 DETAILSCALE: 1" = 1'-0"S-301

16

UP

UP

UP

UP

UP

UP

DEMOLITION PLAN GENERAL NOTES

1. REFERENCED DEMOLITION NOTES REFER TO THE MINIMUM AMOUNT OF DEMOLITION REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. TRADE CONTRACTORS SHALL VISIT PROJECT SITE TO BECOME FAMILIAR WITH COMPLETE SCOPE OF REMOVALS/DEMOLITIONS AND FIELD VERIFY THE EXTENT OF DEMOLITION.

2. EXISTING DIMENSIONS AND HATCHED AREAS ARE FOR GENERAL REFERENCE AND BIDDING PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. THE ACTUAL AREA OF DEMOLITION SHOULD BE KEPT TO THE MINIMUM REQUIRED TO PROPERLY EXECUTE THE CONTRACT REQUIREMENTS.

3. IN THE EVENT THAT AN EXISTING ITEM NOT SHOWN ON THE DRAWINGS CONFLICTS WITH WORK UNDER THIS CONTRACT, CONTACT THE ARCHITECT PRIOR TO REMOVAL OF THAT ITEM.

4. ALL UTILITIES SHALL REMAIN IN SERVICE FOR OTHER OCCUPANCIES. ANY SHUTDOWNS OF BUILDING MUST BE APPROVED BY OWNER AND OCCUR AT OFF HOURS AS DEFINED BY OWNER.

5. THE OWNER HAS FIRST RIGHT OF REFUSAL FOR ALL MATERIAL OR EQUIPMENT IDENTIFIED TO BE REMOVED. ALL ITEMS NOT TURNED OVER TO THE OWNER SHALL BE DISPOSED OF PROPERLY AND LAWFULLY.

6. REFER TO DRAWINGS FOR LOCATIONS OF ALL ITEMS TO BE REINSTALLED. ALL ITEMS NOT SPECIFICALLY INDICATED FOR REINSTALLATION ON DRAWINGS ARE TO BE TURNED OVER TO THE OWNER. ALL ITEMS NOT TURNED OVER TO THE OWNER SHALL BE DISPOSED OF PROPERLY AND LAWFULLY.

7. ALL REMOVED ITEMS IDENTIFIED FOR REINSTALLATION OR TO BE TURNED OVER TO THE OWNER SHALL BE PROTECTED UNTIL TIME OF REINSTALLATION OR OWNER POSSESSION. DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED BY THE RESPONSIBLE TRADE CONTRACTOR.

8. THROUGHOUT DEMOLITION AND CONSTRUCTION, PROTECT ITEMS SCHEDULED TO REMAIN AND/OR ALL ADJACENT MATERIALS AND EQUIPMENT, ETC. INDICATED TO REMAIN. COORDINATE REMOVAL AND PROTECTIONS WITH OWNER.

9. DO NOT COMMENCE DEMOLITION UNTIL OWNER HAS REMOVED ALL ARTWORK AND DISPLAYS FROM AREAS OF DEMOLITION.

10. COORDINATE WITH OWNER ACCESS AND LOCATIONS OF TEMPORARY PARTITION. TEMPORARY PARTITION MUST BE DUSTPROOF, AND ACT AS SMOKE AND FIRE BARRIER.

11. AT REMOVAL OF SELECTED DEMOLITION ITEMS WHERE NO NEW CONSTRUCTION IS IDENTIFIED, PATCH, CLEAN, PREPARE, AND PAINT SURFACES TO MATCH FINISH COLOR, TEXTURE AND SHEEN OF ADJACENT SURFACES.

12. AT ITEMS TO BE REMOVED, ALSO REMOVE ALL ASSOCIATED BRACKETS, SUPPORTS, FASTENERS, ANCHORS, ETC. PATCH, CLEAN, PREPARE, AND PAINT SURFACES TO MATCH FINISH COLOR, TEXTURE AND SHEEN OF ADJACENT SURFACES.

13. PATCH ALL CEILINGS, WALLS AND FLOORS WHERE MECHANICAL, ELECTRICAL, TECHNOLOGY, PLUMBING AND FIRE PROTECTION COMPONENTS ARE TO BE REMOVED IN AN EXISTING CEILINGS, WALLS OR FLOORS TO REMAIN.

14. ALL WALL DEMOLITION SHALL HAVE CLEAN, VERTICAL, SMOOTH CUTS. PATCH, REPLACE AND/OR FILL VOIDS IN WALLS TO REMAIN TO PROVIDE A SMOOTH SURFACE/EDGE FOR THE APPLICATION OF NEW FINISH MATERIAL.

15. WHEN REMOVING EXISTING WALL TILE, FLOOR TILE, RUBBER BASE OR CEILING TILE, REMOVE FINISHES TO THE NEAREST JOINT WHICH ABUTS TILE NOT AFFECTED BY THE CONSTRUCTION. PROTECT THE SURFACES AND EDGES OF EXISTING FINISHES TO REMAIN.

16. AT AREAS WHERE DEMOLITION OF THE FLOORING EXPOSES THE CONCRETE SUBSTRATE: COMPLETELY REMOVE THE MASTIC, SHOT BLAST THE EXISTING CONCRETE TO REMAIN, AND FILL ALL CRACKS AND SPALLED AREAS IN PREPARATION FOR NEW FLOORING MATERIAL. REMOVAL OF FLOORING MATERIAL INCLUDES REMOVAL OF ADJACENT WALL BASE MATERIAL.

17. AT IDENTIFIED AREAS OF SPALLED, UNEVEN AND/OR SEPARATED CONCRETE SLABS; REMOVE ALL LOOSE MATERIAL; GRIND CONCRETE TO ACHIEVE A LEVEL SURFACE AND FILL CRACKS AND SPALLED AREAS IN PREPARATION FOR INSTALLATION OF FINISHED FLOORING.

18. CONTRACTOR SHALL REMOVE EXISTING PLUMBING, MECHANICAL, ELECTRICAL OR OTHER MISCELLANEOUS ITEMS REQUIRED TO COMPLETE NEW WORK BUT NOT REQUIRED TO REMAIN.

19. WHEN REMOVING INTERIOR OR EXTERIOR WALL ASSEMBLIES, CONTRACTOR SHALL ALSO REMOVE ALL ASSOCIATED POWER AND DATA RECEPTACLES, SWITCHES, ETC. REROUTE CONCEALED MEPFP WHERE REQUIRED TO MAINTAIN FUNCTIONING SYSTEMS; REMOVE ABANDONED MEPFP SYSTEMS TO SOURCE AND CAP APPROPRIATELY. REFER TO MECHANICAL, ELECTRICAL, TECHNOLOGY, LOW VOLTAGE, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION.

20. CONTRACTOR SHALL REMOVE ALL DEBRIS AND TRASH RESULTING FROM CONSTRUCTION ON A DAILY BASIS.

21. GENERAL CONTRACTOR SHALL RECYCLE DEMOLITION CONSTRUCTION DEBRIS IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION AND SUSTAINABLE BEST PRACTICES.

22. IN THE EVENT HAZARDOUS MATERIALS ARE UNCOVERED GENERAL CONTRACTOR IS TO NOTIFY THE OWNER AND THE APPROPRIATE AUTHORITIES. THE ARCHITECT IS NOT RESPONSIBLE FOR REMOVAL / ABATEMENT OF HAZARDOUS MATERIALS. CONTRACTOR TO PROVIDE REMOVAL / ABATEMENT AT LOCATIONS NECESSARY.

23. REFER TO THE CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND TECHNOLOGY DRAWINGS FOR THE DEMOLITION WORK SPECIFIC TO THOSE DISCIPLINES.

24. STRUCTURAL ITEMS SHOWN AS 'TO BE REMOVED’ ARE FOR REFERENCE ONLY. VERIFY APPROPRIATE SHORING OR REINFORCEMENT CONDITION WITH STRUCTURAL DRAWINGS.

JJ

FF

CC

W

P

N

3 4 7 821 9 105 6

D001AD003B

D004

D001B

D003D

D003A

D005

D002

D002D002

D002

D002

D002D002

D002

D002

D002

D002

D002

D002

D002

D002

D002D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D002

D003B

D003B

D003C

D001B

D006

D006

D003A

D003C

D003N

D003N

D003C

D003AD003A

D003N

D003AD003A D003A

D003A

D003BD001B

D003B

D001B

D003A

D003AD003A

D003C

D003BD001B

D003BD001B

D003B

D001B

D003D

D003D

D003D

D001

D001A

D001

D001

D001AD003A

D003N

D003N

D007

D007

D007

D007

D007D007

D007

D007D008

D009

JJ

FF

CC

W

P

N

8 9 103 4 721 5 6

D003N

D003N

D003N

D003N

D003C D003C

D003N

D001C

D001A

D001A

D001A

D001A D001A

D001A

D001A

D001A

D001AD001A

TEMPORARY WALL - GYPSUM BOARD ON NORTH SIDE OF WALL

D001A D001A

D001A

D001A

D001C

D001AD001

D001A

D001C

D001A

D001A

D001C

D001C

D001A

D001A

D001

D001 D001C

D001

D001A

D001

D001AD001A

D001A

D001A

D001A

D001C

D001A

D007D001B

D001D

D001D

D001A

D001

D001C

D001CD001C

D001A

D010 D010 D010 D010 D010

D003F

D011

D012

D014

D003N

D013

D013D015

D015 D015

D015

D014

D003N

D003N

D003N

D003N D003N

0

OFFICE

0

OFFICE

0

OFFICE

0

OFFICE0

OFFICE 0

OFFICE

0

OFFICE

0

OFFICE

0

WOMEN'S FAC LOCKER

0

MECH RM

0

EQUIPMENT DRYING & LAUNDRY

0

FIRST AID0

MEN'S FAC LOCKER

0

MEN'S LOCKER RM

0

WOMEN'S LOCKER RM

0

STORAGE

0

MEN'S DRYING

0

MEN'S SHOWERS

0

STORAGE

0

FIRST AID

0

WOMEN'S DRYING

0

WOMEN'S SHOWERS

0

FITNESS CENTER

0

OFFICE

0

OFFICE

0

OFFICE

0

OFFICE0

OFFICE0

OFFICE

0

MECH RM

0

OFFICE

EXISTING DRINKING FOUNTAIN TO REMAIN

EXISTING DRINKING FOUNTAIN TO REMAIN

DEMOLITION LEGEND FLOOR PLAN

EXISTING WALLS TO REMAIN

EXISTING WALLS TO BE DEMOLISHED, REMOVAL OF GYPSUM BY OWNER, REMOVAL OF REMAINING METAL STUDS BY CONTRACOTR

EXISTING DOORS TO REMAIN

EXISTING DOORS TO BE DEMOLISHED

FLOORING TO BE REMOVED - SEE D003A

FLOORING TO BE REMOVED - SEE

FLOORING TO BE REMOVED - SEE

D003B

D003C

PORTION OF WORK TO BE DEMOLISHED AFTER COMPLETION OF DISPATCH CENTER AND ITS ANCILLARY SPACES - SEE 1/A-101.

FLOORING TO BE REMOVED - SEE D003F

PATCH ALL EXISTING COLUMNS

PHASE 3 DEMOLITION - TO BE BEGIN AFTER CONSTRUCTION OF NEW DISPATCH CENTER AND ANCILLIARY ROOMS IS COMPLETE

PHASE 2 DEMOLITION

PHASE 1 - TEMPORARY WALL TO BE INSTALLED IN FITNESS ROOM PRIOR TO PHASE 2 AND PHASE 3

21 22 23 24

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25

CAMP S POLICERENOVATIONS

220120.0006.28.21

AB/RJJJ

AD101

FIRST FLOORDEMOLITION PLAN

ISSUED FOR BIDDING

RT&A Inc.


650 E. Algonquin, Suite 250Schaumburg, IL 60173


129 Capista DriveShorewood, IL 60404


2015 Spring Road, Suite 175Oak Brook IL, 60523

P: 630.990.3541

Pease Borst & Associates18 Exectutive Court

South Barrington, IL 60010P: 847.842.6930F: 847.842.6935

www.peaseborst.com

DEMOLITION NOTESNOTE DESCRIPTION001 REMOVE EXISTING WALLS AS INDICATED001A REMOVE EXPOSED METAL STUD PARTITION.001B REMOVE EXISTING CERAMIC WALL TILE, GROUT, AND WALL AS INDICATED001C REMOVED EXPOSED METAL STUD PARTITION AND SINGLE LAYER OF GYPSUM.001D TAPE AND SAND OWNER INSTALLED GYPSUM ON MECHNANICAL ROOM SIDE

OF WALL. INSTALL NEW GYPSUM BOARD ON EXPOSED SIDE OF WALL.002 REMOVE EXISTING HOLLOW METAL FRAMING WITH DOORS AND WINDOWS,

INCLUDING ALL ANCHORS AND SUPPORTING BLOCKING.03.01 DEMOLITION NOTE EXAMPLE003A REMOVE EXISTING CARPET FLOOR FINISH AND ADHESIVE WITHIN PROJECT

SCOPE BOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOOR SURFACETO RECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003B REMOVE EXISTING CERMAIC TILE FLOOR FINISH AND MORTAR BED WITHINPROJECT SCOPE BOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOORSURFACE TO RECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003C REMOVE EXISTING VCT FLOOR FINISH AND ADHESIVE WITHIN PROJECTSCOPE BOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOOR SURFACETO RECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003D REMOVE EXISTING POLISHED CONCRETE FLOOR FINISH WITHIN PROJECTSCOPE BOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOOR SURFACETO RECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003F REMOVE EXISTING RUBBER FLOOR FINISH WITHIN PROJECT SCOPEBOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOOR SURFACE TORECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003N PREPARE FLOOR FOR NEW FLOOR FINISH - SEE SHEET AF101004 REMOVE EXISTING FLOOR BASE AND ADHESIVE - PREPARE FLOOR AND WALL

BASE SURFACES TO RECEIVE NEW RUBBER BASE AS INDICATED INDRAWINGS.

005 REMOVE EXISTING METAL LOCKERS006 REMOVE EXISTING CASED TELLER WINDOW007 REMOVE ALL EXISITNG PLUMBING FIXTURES AND ASSOCIATED PARTITIONS.008 REMOVE ALL EXISITNG FLOOR DRAINS AND PIPE PENETRATIONS.009 REMOVE LAUNDRY EQUIPMENT - SALVAGE TO OWNER.010 REMOVE EXISITNG LOCKERS AND ASSOCIATED CONCRETE CURBS011 REMOVE ALL EQUIPMENT IN THIS ROOM AND SALVAGE TO OWNER012 REMOVE DISPLAY CABINET013 REMOVE ELECTRIC WATER CHILLER - SALVAGE TO OWNER014 REMOVE FEC - SALVAGE TO OWNER015 REMOVE ANY ACCESSORIES ON WALL

JJ

FF

CC

W

P

N

3 4 7 821 9 105 6

JJ

FF

CC

W

P

N

8 9 103 4 721 5 6

3'-0"

10'-0

"

4'-0" 4'-0"

3'-0"

13'-0

"

2'-1"

21'-0"

44' - 9" 18' - 5 1/2"

15'-2

"3'-

1 3/4" 2'-

4 1/4"

3'-0"

1' - 9 1/2"

5' - 1

1/2"

14' - 6"

10' - 4"

7' - 0

"

60' - 2 1/2"

2' - 1

1"9'

- 6"

6' - 0

"

15' - 5 1/2"

3' - 0"

3' - 8" 3' - 0" 36' - 5"

26' -

10"

2' - 1

"

9' - 0"

2' - 0

"3'

- 0"

2' - 4

"

6' - 0"

28' - 5"

77' - 5"

34' -

4 1/2"

6' - 6"

7' - 1

"3'

- 7"

6' - 9

"4'

- 0"

7' - 0

"

5' - 0

"

4' - 0"

5' - 6"

8' - 6"

3' - 0"

6' - 2

1/2"

3' - 0

"6'

- 10"

19' -

2"

3' - 0

"

3' - 0"

3' - 0"7' - 5" 6' - 9"

7' - 5

"3' - 0

"

3' - 0

"2'

- 0"

8' - 6"

6' - 6"

12' - 2"

7' - 6

"

2' - 8"

11' -

4"5'

- 0 1/

2"

15' - 0"3' - 9"9' - 6"3' - 0"25' - 3"

14' - 6"

3' - 0

"4'

- 6"

3' - 0

"

7' - 8 1/2"8'

- 7"

6' - 6" 3' - 9"

7' - 1

"

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220120.0006.28.21

AB/RJJJ

AD103

CONCRETE CUTTINGPLAN

ISSUED FOR BIDDING

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P: 630.990.3541



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DEMOLITION PLAN GENERAL NOTES

1. REFERENCED DEMOLITION NOTES REFER TO THE MINIMUM AMOUNT OF DEMOLITION REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. TRADE CONTRACTORS SHALL VISIT PROJECT SITE TO BECOME FAMILIAR WITH COMPLETE SCOPE OF REMOVALS/DEMOLITIONS AND FIELD VERIFY THE EXTENT OF DEMOLITION.

2. EXISTING DIMENSIONS AND HATCHED AREAS ARE FOR GENERAL REFERENCE AND BIDDING PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. THE ACTUAL AREA OF DEMOLITION SHOULD BE KEPT TO THE MINIMUM REQUIRED TO PROPERLY EXECUTE THE CONTRACT REQUIREMENTS.

3. IN THE EVENT THAT AN EXISTING ITEM NOT SHOWN ON THE DRAWINGS CONFLICTS WITH WORK UNDER THIS CONTRACT, CONTACT THE ARCHITECT PRIOR TO REMOVAL OF THAT ITEM.

4. ALL UTILITIES SHALL REMAIN IN SERVICE FOR OTHER OCCUPANCIES. ANY SHUTDOWNS OF BUILDING MUST BE APPROVED BY OWNER AND OCCUR AT OFF HOURS AS DEFINED BY OWNER.

5. THE OWNER HAS FIRST RIGHT OF REFUSAL FOR ALL MATERIAL OR EQUIPMENT IDENTIFIED TO BE REMOVED. ALL ITEMS NOT TURNED OVER TO THE OWNER SHALL BE DISPOSED OF PROPERLY AND LAWFULLY.

6. REFER TO DRAWINGS FOR LOCATIONS OF ALL ITEMS TO BE REINSTALLED. ALL ITEMS NOT SPECIFICALLY INDICATED FOR REINSTALLATION ON DRAWINGS ARE TO BE TURNED OVER TO THE OWNER. ALL ITEMS NOT TURNED OVER TO THE OWNER SHALL BE DISPOSED OF PROPERLY AND LAWFULLY.

7. ALL REMOVED ITEMS IDENTIFIED FOR REINSTALLATION OR TO BE TURNED OVER TO THE OWNER SHALL BE PROTECTED UNTIL TIME OF REINSTALLATION OR OWNER POSSESSION. DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED BY THE RESPONSIBLE TRADE CONTRACTOR.

8. THROUGHOUT DEMOLITION AND CONSTRUCTION, PROTECT ITEMS SCHEDULED TO REMAIN AND/OR ALL ADJACENT MATERIALS AND EQUIPMENT, ETC. INDICATED TO REMAIN. COORDINATE REMOVAL AND PROTECTIONS WITH OWNER.

9. DO NOT COMMENCE DEMOLITION UNTIL OWNER HAS REMOVED ALL ARTWORK AND DISPLAYS FROM AREAS OF DEMOLITION.

10. COORDINATE WITH OWNER ACCESS AND LOCATIONS OF TEMPORARY PARTITION. TEMPORARY PARTITION MUST BE DUSTPROOF, AND ACT AS SMOKE AND FIRE BARRIER.

11. AT REMOVAL OF SELECTED DEMOLITION ITEMS WHERE NO NEW CONSTRUCTION IS IDENTIFIED, PATCH, CLEAN, PREPARE, AND PAINT SURFACES TO MATCH FINISH COLOR, TEXTURE AND SHEEN OF ADJACENT SURFACES.

12. AT ITEMS TO BE REMOVED, ALSO REMOVE ALL ASSOCIATED BRACKETS, SUPPORTS, FASTENERS, ANCHORS, ETC. PATCH, CLEAN, PREPARE, AND PAINT SURFACES TO MATCH FINISH COLOR, TEXTURE AND SHEEN OF ADJACENT SURFACES.

13. PATCH ALL CEILINGS, WALLS AND FLOORS WHERE MECHANICAL, ELECTRICAL, TECHNOLOGY, PLUMBING AND FIRE PROTECTION COMPONENTS ARE TO BE REMOVED IN AN EXISTING CEILINGS, WALLS OR FLOORS TO REMAIN.

14. ALL WALL DEMOLITION SHALL HAVE CLEAN, VERTICAL, SMOOTH CUTS. PATCH, REPLACE AND/OR FILL VOIDS IN WALLS TO REMAIN TO PROVIDE A SMOOTH SURFACE/EDGE FOR THE APPLICATION OF NEW FINISH MATERIAL.

15. WHEN REMOVING EXISTING WALL TILE, FLOOR TILE, RUBBER BASE OR CEILING TILE, REMOVE FINISHES TO THE NEAREST JOINT WHICH ABUTS TILE NOT AFFECTED BY THE CONSTRUCTION. PROTECT THE SURFACES AND EDGES OF EXISTING FINISHES TO REMAIN.

16. AT AREAS WHERE DEMOLITION OF THE FLOORING EXPOSES THE CONCRETE SUBSTRATE: COMPLETELY REMOVE THE MASTIC, SHOT BLAST THE EXISTING CONCRETE TO REMAIN, AND FILL ALL CRACKS AND SPALLED AREAS IN PREPARATION FOR NEW FLOORING MATERIAL. REMOVAL OF FLOORING MATERIAL INCLUDES REMOVAL OF ADJACENT WALL BASE MATERIAL.

17. AT IDENTIFIED AREAS OF SPALLED, UNEVEN AND/OR SEPARATED CONCRETE SLABS; REMOVE ALL LOOSE MATERIAL; GRIND CONCRETE TO ACHIEVE A LEVEL SURFACE AND FILL CRACKS AND SPALLED AREAS IN PREPARATION FOR INSTALLATION OF FINISHED FLOORING.

18. CONTRACTOR SHALL REMOVE EXISTING PLUMBING, MECHANICAL, ELECTRICAL OR OTHER MISCELLANEOUS ITEMS REQUIRED TO COMPLETE NEW WORK BUT NOT REQUIRED TO REMAIN.

19. WHEN REMOVING INTERIOR OR EXTERIOR WALL ASSEMBLIES, CONTRACTOR SHALL ALSO REMOVE ALL ASSOCIATED POWER AND DATA RECEPTACLES, SWITCHES, ETC. REROUTE CONCEALED MEPFP WHERE REQUIRED TO MAINTAIN FUNCTIONING SYSTEMS; REMOVE ABANDONED MEPFP SYSTEMS TO SOURCE AND CAP APPROPRIATELY. REFER TO MECHANICAL, ELECTRICAL, TECHNOLOGY, LOW VOLTAGE, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION.

20. CONTRACTOR SHALL REMOVE ALL DEBRIS AND TRASH RESULTING FROM CONSTRUCTION ON A DAILY BASIS.

21. GENERAL CONTRACTOR SHALL RECYCLE DEMOLITION CONSTRUCTION DEBRIS IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION AND SUSTAINABLE BEST PRACTICES.

22. IN THE EVENT HAZARDOUS MATERIALS ARE UNCOVERED GENERAL CONTRACTOR IS TO NOTIFY THE OWNER AND THE APPROPRIATE AUTHORITIES. THE ARCHITECT IS NOT RESPONSIBLE FOR REMOVAL / ABATEMENT OF HAZARDOUS MATERIALS. CONTRACTOR TO PROVIDE REMOVAL / ABATEMENT AT LOCATIONS NECESSARY.

23. REFER TO THE CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND TECHNOLOGY DRAWINGS FOR THE DEMOLITION WORK SPECIFIC TO THOSE DISCIPLINES.

24. STRUCTURAL ITEMS SHOWN AS 'TO BE REMOVED’ ARE FOR REFERENCE ONLY. VERIFY APPROPRIATE SHORING OR REINFORCEMENT CONDITION WITH STRUCTURAL DRAWINGS.

GYP8'-0"

?13'-0"

?13'-0"

PLS8'-0"

?13'-0"

?13'-0"

PLS8'-0"

PLS8'-0"

GYP8'-0"

PLS8'-0"

ACT-18'-0"

ACT-18'-0"

ACT-18'-0"

ACT-18'-0"

?8'-0"

?8'-0"

?8'-0"

ACT-18'-0"

GYP8'-0"

?8'-0"

?8'-0"

?8'-0"

?8'-0"

ACT-18'-0"

?8'-0"

?8'-0"

?8'-0"

GYP8'-0"

GYP8'-0"

?8'-0"

?8'-0"

ACT-18'-0"

ACT-18'-0"

?8'-0"

GYP8'-0"

?8'-0"

?8'-0"

?8'-0"

ACT-18'-0"

ACT-18'-0"

?8'-0"

GYP8'-0"

?8'-0"

?8'-0"

?8'-0"

?8'-0"

?8'-0"

?13'-0"

?13'-0"

?8'-0"

?8'-0"

PLS8'-0"

PLS8'-0"

DROPPED CONCRETE CEILING

DROPPED CONCRETE

CEILING

DEMOLITION LEGEND REFLECTED CEILING PLAN

EXISTING WALLS TO REMAIN

EXISTING WALLS TO BE DEMOLISHED, REMOVAL OF GYPSUM BY OWNER, REMOVAL OF REMAINING METAL STUDS BY CONTRACOTR

2X4 ACT TO BE REMOVED

2X2 ACT TO BE REMOVED

GYPSUM BOARD REMOVED BY OTHERS; N.I.C.

PORTION OF WORK TO BE DEMOLISHED AFTER COMPLETION OF DISPATCH CENTER AND ITS ANCILLARY SPACES - SEE 1/A-101.

2X4 LIGHT FIXTURE TO BE REMOVED

2X2 LIGHT FIXTURE TO BE REMOVED

CEILING MOUNTED LIGHT FIXTURE TO BE REMOVED

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220120.0006.28.21

AB/RJJJ

AD201

FIRST FLOORREFLECTED CEILINGDEMOLITION PLAN

ISSUED FOR BIDDING

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DEMOLITION NOTESNOTE DESCRIPTION001 REMOVE EXISTING WALLS AS INDICATED001A REMOVE EXPOSED METAL STUD PARTITION.001B REMOVE EXISTING CERAMIC WALL TILE, GROUT, AND WALL AS INDICATED001C REMOVED EXPOSED METAL STUD PARTITION AND SINGLE LAYER OF GYPSUM.001D TAPE AND SAND OWNER INSTALLED GYPSUM ON MECHNANICAL ROOM SIDE

OF WALL. INSTALL NEW GYPSUM BOARD ON EXPOSED SIDE OF WALL.002 REMOVE EXISTING HOLLOW METAL FRAMING WITH DOORS AND WINDOWS,

INCLUDING ALL ANCHORS AND SUPPORTING BLOCKING.03.01 DEMOLITION NOTE EXAMPLE003A REMOVE EXISTING CARPET FLOOR FINISH AND ADHESIVE WITHIN PROJECT

SCOPE BOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOOR SURFACETO RECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003B REMOVE EXISTING CERMAIC TILE FLOOR FINISH AND MORTAR BED WITHINPROJECT SCOPE BOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOORSURFACE TO RECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003C REMOVE EXISTING VCT FLOOR FINISH AND ADHESIVE WITHIN PROJECTSCOPE BOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOOR SURFACETO RECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003D REMOVE EXISTING POLISHED CONCRETE FLOOR FINISH WITHIN PROJECTSCOPE BOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOOR SURFACETO RECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003F REMOVE EXISTING RUBBER FLOOR FINISH WITHIN PROJECT SCOPEBOUNDARY, RECYCLE REMOVED CARPET - PREPARE FLOOR SURFACE TORECEIVE NEW FLOOR FINISH AS INDICATED IN SPECIFICATION

003N PREPARE FLOOR FOR NEW FLOOR FINISH - SEE SHEET AF101004 REMOVE EXISTING FLOOR BASE AND ADHESIVE - PREPARE FLOOR AND WALL

BASE SURFACES TO RECEIVE NEW RUBBER BASE AS INDICATED INDRAWINGS.

005 REMOVE EXISTING METAL LOCKERS006 REMOVE EXISTING CASED TELLER WINDOW007 REMOVE ALL EXISITNG PLUMBING FIXTURES AND ASSOCIATED PARTITIONS.008 REMOVE ALL EXISITNG FLOOR DRAINS AND PIPE PENETRATIONS.009 REMOVE LAUNDRY EQUIPMENT - SALVAGE TO OWNER.010 REMOVE EXISITNG LOCKERS AND ASSOCIATED CONCRETE CURBS011 REMOVE ALL EQUIPMENT IN THIS ROOM AND SALVAGE TO OWNER012 REMOVE DISPLAY CABINET013 REMOVE ELECTRIC WATER CHILLER - SALVAGE TO OWNER014 REMOVE FEC - SALVAGE TO OWNER015 REMOVE ANY ACCESSORIES ON WALL

D##.##

SOFTINTERVIEW

1025

WAITING1019A

CORRIDOR1019

RECORDS1027

DISPATCH1028

DISPATCHSUPER.WORKAREA1028A

BREAKROOM

1036

ROLL CALL /CONF.

1033

TOILETROOM

1029

SERGEANT'SOFFICE

1031

INVESTIGATOR'SOFFICE

1032

ADMIN.ASSISTANT

1034

CHIEF'SOFFICE

1043

COMMANDER'SOFFICE

1044

GENERALSTORAGE

1045

GENERALSTORAGE

1046

EVIDENCEPROCESSING

1047

EVIDENCEROOM

1048

CORRIDOR1026

SECUREENTRY

1024

TRAININGCLASSROOM

1042

CORRIDOR1035

C.S.O. /STUDENTOFFICE

1041

TECH.WORKROOM

1040

VEST.1060A

MEN'SLOCKERROOM

1060

CORRIDOR1058

CORRIDOR1057

VEST.1059A

ARMORY1056

JUVENILEINTERVIEW

1055

SECUREINTERVIEW

1054

LINEUPINTERVIEW

1053

PRISONERPROCESSING

1050

HOLDINGCELL1052

DETENTIONTOILET

1051

WOMEN'SLOCKERROOM

1059 WRESTLINGLOCKERS

1074

LAUNDRY1075

MEN'SLOCKERROOM

1073

WOMEN'SLOCKERROOM

1076

EXISTINGMECH.

1038

SQUADROOM

1037

EXISTINGMECH.

1023

POWERRECEPTION/

PROCESSING1021 FACULTY

OFFICE1013

POWERTESTINGOFFICE

1020

UNISEXTOILETROOM

1014

I.D.F. / LEED/ DR.

CONTROLROOM

1015

CORRIDOR1012

FITNESSCENTER

1003

EXISTINGELEVATOR

EL4

EXISTINGCUSTODIAL

1007

EXISTINGWOMEN'S

TOILET1008

EXISTINGSTAIRWELL

1009

CORRIDOR1066

EXISTINGMEN'STOILET

1062

EXISTINGCUSTODIAL

1061

EXISTINGSTAIRWELL

1063

EXISTINGSTAIRWELL

1065

EXISTINGSTORAGE

1064

EXISTINGSTORAGE

1010

EXISTINGSTAIRWELL

1011

MAN LOCK1067

VESTIBULE1066

SALLYPORT

ADDITION1068

FLEETSTORAGEADDITION

1070

STORAGE1071 WATER

SERVICE1072

CORRIDOR1004

CORRIDOR1049

ALTERNATE #1 - SEE SHEET A-101A

ALTERNATE #2 - SEE SHEET A-101B

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220120.0006.28.21

AB/RJJJ

A-011

OVERALL REFERENCEPLAN

ISSUED FOR BIDDING

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P: 630.990.3541



www.peaseborst.com

UP

UP

UP

UP

UP

UP

UP

JJ

FF

CC

W

P

N

3 4 7 821 9 10

GENERALSTORAGE

1045

LINEUPINTERVIEW

1053

SOFTINTERVIEW

1025

JUVENILEINTERVIEW

1055

ARMORY1056

DETENTIONTOILET

1051

HOLDINGCELL1052

PRISONERPROCESSING

1050

MEN'SLOCKERROOM

1060

WOMEN'SLOCKERROOM

1059

BREAKROOM

1036

EVIDENCEROOM

1048

EVIDENCEPROCESSING

1047

SQUADROOM

1037

DISPATCH1028

RECORDS1027

TECH.WORKROOM

1040CHIEF'SOFFICE

1043

INVESTIGATOR'SOFFICE

1032

ADMIN.ASSISTANT

1034

SERGEANT'SOFFICE

1031

POWERTESTINGOFFICE

1020

FACULTYOFFICE

1013

POWERRECEPTION/

PROCESSING1021

EXISTINGMECH.

1023

EXISTINGMECH.

1038I.D.F. / LEED

/ DR.CONTROL

ROOM1015

WHEELCHAIR

STORAGE1022

CORRIDOR1026

SECUREINTERVIEW

1054

FITNESSCENTER

1003

WAITING1019A

C.S.O. /STUDENTOFFICE

1041

SECUREENTRY

1024

ELEC.1039

DISPATCHSUPER.WORKAREA1028A

ROLL CALL /CONF.

1033

TOILETROOM

1029

COMMANDER'SOFFICE

1044

TRAININGCLASSROOM

1042

CORRIDOR1066

CORRIDOR1019

CORRIDOR1012

M8M8

M8M8

M8

M6

M8

M8

S6FA

M8

S3FA

M8

20'-0

1/16

"27

'-11 1

5/16"

28'-0

"28

'-0"

28'-0

"

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

3'-0 1

/2"

6'-9 1

/2"27

'-8 1/

4"

7'-2"

8'-11

"

6'-0"

4'-7 3

/4"

13'-6"

9'-0"

6'-1 3

/4"

90'-2 15/16"5'-11 1/2"

EXISTINGSTAIRWELL

EXISTINGWOMEN'S

TOILET

EXISTINGCUSTODIAL

EXISTINGELEVATOR

EXISTINGSTAIRWELL?

EXISTINGCUSTODIAL

EXISTINGMEN'STOILET

EXISTINGSTAIRWELL

EXISTINGSTAIRWELL

EXISTINGSTORAGE

M8

M8 M8

EXISTINGSTORAGE

EXISTINGSTAIRWELL

8'-11

1/4"

14'-3

3/4"

11'-6

"8'-

8 3/4"

12'-6

"10

'-0"

8'-6"

20'-1 5/16"

10'-4

"

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

8'-10 1/2"

5'-0"

5'-0"

9'-0 3/4"

8'-3"14'-7"

15'-7 1/8"

5 6

14'-1

0"

16'-1 3/16"

5'-0"

A-4041

A-4021

A-4047

A-40210

A-40413

A-4051

1023

1003C

1051

1059A

1059B

1041

1024

1049B

1021

1053 1054

1048

1044

1032

1031

1025

1037

1022

1039

1040

1055

1043

1056

1026

1047

1060B

1050

1003B 1003A

1028

1029

1060A

1042A 1042B

1033

N002

N001

N002

N002

N001

5'-0"

N003

N004A

N005

N005

N005

A-4031

N005

S6FA

34'-8 1/4"

8'-6"

6'-3"

5'-0"

6'-9 1

/2"

GENERALSTORAGE

1046

1052

1045

1046

1005

5'-0"

10'-2

1/2"

CORRIDOR1057

CORRIDOR1058

CORRIDOR1035

CORRIDOR1049

VEST.1059A

VEST.1060A

CORRIDOR1004

CORRIDOR1001

ROOM1000

1038A

N002

A-5112

A-5113

UNISEXTOILETROOM

1014

5'-0"

M8S1F(1)

2'-6"

24'-9 3/4"

2'-6 7

/8"18

'-7 1/

4"1'-

1 1/2"

5'-0"

S3F(1)

1020

1013

1014

1015

WOMEN'SLOCKERROOM

1076

MEN'SLOCKERROOM

1073

WRESTLINGLOCKERS

1074

LAUNDRY1075

1036

TO F-BUILDING

N001

1'-10

1/2"

26'-0

"

A-5114

SAFA

N019

N019

N019

N019 N019

N019N019

N019

N019

N019

N019

N019

N019

N019N019

N019

N019

N019

N019

N019

N019

N019N019

N019 N019

N019

N019N019

N020 N020 N020

N020

N020 N020

N020

4'-6"

3'-2"

N001

SAFA

N004B

1073

1075

1076

1074

SIDEWALK - SEE SHEET C-201 FOR ADDITIONAL INFORMATION

A-4011

1078

1027

N028N028

FD

BUILDING & WALLSECTION TAG

WALL TYPE -REFER TO A-611 FOR WALL TYPESDOOR NUMBER -REFER TO A-601 FOR DOOR AND FRAME SCHEDULE

INTERIOR ELEVATION TAG

FLOOR PLAN LEGEND

COLUMN TAG AND COLUMN CENTERLINE

SEMI-RECESSED FIRE EXTINGUISHER AND CABINET

FEC

FIRE EXTINGUISHER -WALL MOUNTED

FE

DETAILSECTION TAG

ROOM NAME AND NUMBER

EXTERIOR ELEVATION TAG

STOREFRONT, CURTAIN WALL, AND WINDOW ELEVATION

FIRE RATED RECESSED FIRE EXTINGUISHER AND CABINET

FEC-R

CORNER GUARD - REFER TO DETAIL

CG

MARKER BOARDMB#

TB# TACK BOARD

FLOOR DRAIN

RECESSED FIRE EXTINGUISHER AND CABINET

FEC

SEMI-RECESSED FIRE EXTINGUISHER AND CABINET AND BLANKET

FEC-B101

0

AREA NOT IN CONTRACT

ROOM NAME101

S3FA

1A101

SIM

N### NEW WORK NOTE

ALL TYPE LEGEND

ALL WALLS SHALL BE 3-5/8" METAL STUDS AT 16" O.C. WITH (1) ONE LAYER 5/8" GYPSUM BOARD EACH SIDE WITH ACOUSTICAL BATT INSULATION UNLESS OTHERWISE NOTED

DECORATIVE GROUND FACE CONCRETE BLOCK

M8

DECORATIVE GROUND FACE CONCRETE BLOCK (4" NOM.)

M4

3-5/8" METAL STUDS AT 16" O.C. WITH 1-1/2" SOUND ISOLATION CLIPS WITH (1) ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE AND (2) TWO LAYERS 5/8" GYPSUM BOARD ON THE OTHER

S6FA

DECORATIVE GROUND FACE CONCRETE BLOCK (6" NOM.)

M6

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Legat Architects

25


220120.0006.28.21

AB/RJJJ

A-101

FIRST FLOOR PLAN

ISSUED FOR BIDDING

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P: 630.990.3541



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ARCHITECTURAL PLAN NOTESNOTE DESCRIPTIONN001 FULLY RECESSED FECN002 WALL MOUNTED MONITOR, PROVIDE ELECTRICAL AND IN WALL BACKINGN003 HIGH LOW DRINKING FOUNTAINN004A FULLY RECESSED HAND GUN LOCKERS - 4 COUNT - PROVIDED BY OWNERN004B FULLY RECESSED HAND GUN LOCKERS - 6 COUNT - PROVIDED BY OWNERN005 STOREFRONT SYSTEM WITH GLAZING FILMN006 PREMANUFACTURED SINGLE TIER LOCKERS - SEE SPECSN007 PREMANUFACTURED DOUBLE TIER LOCKERS - SEE SPECSN008 BENCH OVER DRAWER SYSTEMN009 ACCESSIBLE BENCH - REFER TO SPEC.N010 FREESTANDING BENCHN011 PAPER TOWEL DISPENSERN012 SHOWER CURTAINN013 2'X4' MIRRORN015 COUNTERTOP WITH 4" BACKSPLASHN016 GUN BELT HOOK - PROVIDE BLOCKING AS NECESSARYN017 WASHING MACHINE - PROVIDED BY OWNERN018 DRYER - PROVIDED BY OWNERN019 CARD READERN020 PANIC BUTTONN022 FULLY RECESSED AED CABINETN023 FOLDING UTILITY SHELF - SHELF SURFACE TO BE 48" ABOVE F.F. WHEN IN USE.

PROVIDE BLOCKING AS NECESSARY.N024 WHITE BOARD SURFACE WITH ALUMINUM TRIMN025 PASS-THROUGH EVIDENCE LOCKER - SEE SPECIFICATIONS. PROVIDE OPENING

IN WALL TO ACCOMMODATE.N026 CEILING MOUNTED PROJECTOR - SEE ELECTRICAL DRAWINGS.N027 TACK SURFACE WITH ALUMNIUM TRIMN028 PROVIDE NEW GYPSUMN029 SCHEDULED BASE - SEE SHEETS AF101 AND AF101AN030 ROOF LADDER - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONN031 ICE MACHINE BY OWNERN032 SERVICE SINKN033 WHEELCHAIR LIFT

N###

UP

UP

JJ

PRISONERPROCESSING

1050

EVIDENCEROOM

1048

UP 5R

M8

18'-0

"

WHEELCHAIR LIFT

SALLYPORT

ADDITION1068

N004A

MAN LOCK1067

VESTIBULE1066

UP 5R

1A-311

A-406A1

TYP

M8

1066B

SIDEWALK - SEE C-300 FOR MORE INFORMATION

1067B

1067A

1049A

1066A

A-101A10

TYP

A-501A1

TYP

ROOF HATCH ABOVE

A-501A7

A-501A7

SIM

1068A 1068B

1068C

SLOPE1/8" PER FT.

SLOPE1/8" PER FT. FD

JJ

3 42

A-521A11

A-521A6

A-521A2

A-521A6

A-521A2

CA VP

CA VP

EF

IH

RD

A-5222

A-5222

A-521A16

A-521A16

10'-0"

WLK

A-521A15

A-501A6

A-521A7

A-521A7

A-521A7

INTE

RIOR

OF

ALTE

RNAT

E W

ALL

ALL P

ENTR

ATIO

NS T

O BE

10'-0

" MIN

. FRO

M

A-521A17

ROOF PLAN LEGEND

VENT PIPE ROOF PENETRATION

METAL COPING AND JOINT - REFER TO DETAILS 5/A-521 (HORIZONTAL) AND 6/A-521 (VERTICAL)

TOTAL HEIGHT OF INSULATION IN INCHES NOT INCLUDING COVER BOARD

AREA OF 1/2" PER FOOT TAPERED INSULATION

ROOF DRAIN


TWS THRU WALL SCUPPER

#

AREA OF SLOPED STRUCTURE

COMBUSTION AIR INTAKE PENETRATIONCA

EXHAUST FAN PENETRATION

INTAKE HOOD PENETRATIONIH

EF

RD

WLK WALK PADS

ROOF HATCH

GENERAL ROOF NOTES

1. ALL INSULATION JOINTS, HORIZONTAL AND VERTICAL, ARE TO BE STAGGERED.2. ALL INSULATION JOINTS GREATER THAN 1/4" ARE TO BE FILLED W/ INSULATION

STRIPS.3. ALL ROOF PENETRATIONS, INCLUDING VENT STACKS, ROOF CURBS, AND PIPE

SUPPORT CURBS ARE TO BE A MINIMUM OF 8" ABOVE THE ROOF MEMBRANE SURFACE.

4. FIELD VERIFY ALL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS INCLUDING TAPERED INSULATION DRAWINGS W/ ALL DRAIN LOCATIONS.

5. ALL COUNTERFLASHING, COPING, AND MISC. METAL FLASHING PIECES ARE TO HAVE SEALANT APPLIED AT THEIR END CONDITIONS.

6. ALL EXPOSED FASTENERS TO BE CORROSION RESISTIVE, HAVE NEOPRENE WASHERS, AND BE COVERED W/ SEALANT FOLLOWING ARCHITECT'S APPROVAL.

7. APPLY MEMBRANE MANUFACTURER'S SEALANT OVER FASTENER HEADS AT BASE FLASHING SECUREMENT.

8. DRAINS TO BE FLASHED AS PER MANUFACTURER'S SPECIFICATIONS.9. PROVIDE COUNTERFLASHING FOR ALL VERTICAL FLANGES ON ENDWALL FLASHING

PIECES.10. WHEN CONDITIONS REQUIRE END WALL FLASHING TO BE INSTALLED, COORDINATE

INSTALLATION SO THAT END WALL FLASHING AND COUNTERFLASHING COVERING IT ARE NOT DOUBLE FASTENED - ONLY ONE FASTENER IS REQUIRED TO SECURE BOTH PIECES.

11. SCREW FASTENERS FOR INSULATION ARE TO BE INSTALLED THROUGH TOP FLUTES OF METAL DECK ONLY.

12. ALL WOOD BLOCKING TO BE MITERED AND SCREWED, UNLESS NOTED OTHERWISE.13. ALL COPING JOINTS TO ALIGN WITH CENTER OF METAL PANEL JOINTS AND

MULLIONS, UNLESS NOTED OTHERWISE.14. REFER TO "ROOF PLAN LEGEND" ON SHEET AR101.

ROOF PLAN FLASHING NOTES

1. ALL FLASHING FLANGES ARE TO BE SET IN SEALANT.2. ISOMETRIC DRAWINGS ARE DIAGRAMMATIC.3. FOLLOWING INSTALLATION OF THE FLASHING, APPLY SEALANT TO ALL

EXPOSED LEADING EDGES.4. ALL SCREW ANCHOR LOCATIONS TO HAVE PRE-DRILLED 5/16" PILOT HOLES.5. NON-EXPOSED SCREW ANCHORS INTO WOOD TO BE NO. 14 X 1-1/2 LONG 18-8

AUSTENITIC STAINLESS STEEL TYPE 304 (PAINT) SCREW.6. EXPOSED SCREW ANCHORS INTO WOOD TO BE NO. 14 X 1-1/2 LONG 18-8

AUSTENITIC STAINLESS STEEL TYPE 304 PAINT SCREW.7. NON-EXPOSED SCREW ANCHORS INTO MASONRY ARE TO BE 1-1/4" X 3/16"

STAINLESS STEEL SELF TAPPING SCREW FASTENERS.8. EXPOSED SCREW ANCHORS INTO MASONRY ARE TO BE 1-1/4" X 3/16"

STAINLESS STEEL SELF TAPPING SCREW FASTENERS WITH CLIMASEAL CORROSION RESISTIVE COATING AND NEOPRENE WASHERS.

9. EXPOSED SCREW FASTENERS INTO SHEET METAL TO BE 3/4" X 1/4" TEKS 1 WITH NEOPRENE WASHERS.

10. FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION.11. ALL EXPOSED SCREW FASTENERS ARE TO BE COVERED WITH SEALANT

UNLESS NOTED OTHERWISE.

ROOF CONSTR CTION NOTES

1. INSTALL MECHANICALLY FASTENED DECK SHEATHING.2. INSTALL TEMPORARY ROOF / VAPOR BARRIER. WRAP OVER PARAPET. TEMPORARY

ROOF TO BE INSPECTED PRIOR TO INSTALLATION OF NEW ROOFING. CONTRACTOR TO PATCH TEMPORARY ROOF AS REQUIRED AFTER INSPECTION.

3. INSTALL TWO LAYERS OF 2.6" RIGID POLYISOCYANURATE INSULATION (R34 MINIMUM), STAGGER JOINTS, SET IN INSULATION ADHESIVE.

4. INSTALL TAPPERED RIGID INSULATION AND SADDLES, SET IN INSULATION ADHESIVE.5. INSTALL COVER BOARD, SET IN INSULATION ADHESIVE.6. INSTALL FULLY-ADHERED WHITE EPDM MEMBRANE ROOFING.7. INSTALL PREFINISHED METAL COPINGS, ENDWALL FLASHINGS,

COUNTERFLASHINGS.

ROOF AREA ALTERNATE SFMETAL DECK

T/O FIRST FLOOR100'-0"

GRADE97'-0"

3 42

SALLY PORT / FLEETSTORAGE FLOOR

97'-6"

A-521A15

TWS

T/O ADDITION PARAPET -ALTERNATE #1

114'-3 1/2"

GARAGE DOOR HEAD HEIGHT107'-6"

DOOR HEAD HEIGHT104'-8"


ROOF138'-0"

GRADE97'-0"


97'-6"


114'-3 1/2"



E-1


ROOF138'-0"

GRADE97'-0"


97'-6"


114'-3 1/2"



E-1

JJ

3 42

SALLYPORT

ADDITION

C04

C04

SPRAY APPLIED FIREPROOFING OVER ENTIRE ROOF DECK AND

ROOF JOISTS

EIFS FINISH

EIFS INSULATION ADHESIVE

8" CMU WALL

AIR & MOISTURE BARRIER

CONTINUOUS BACKER ROD AND SEALANT

4" MIN.4" MIN.

EIFS MESH EMBEDDED BETWEEN (2) LAYERS OF EIFS BASE COAT - WRAP OVER RIGID INSULATION 4" MIN.

RIGID INSULATION

TRANSITION MEMBRANE EMBEDDED IN (2) LAYERS OF AIR & MOISTURE BARRIER

4"

6"

8"

8" x SCHEDULE 40 STEEL PIPE BOLLARD, W/ 4,000 PSI CONCRETE FILL, CONVEX TOP, HOT DIP GALVANIZED FINISHED AND HIGH DENSITY POLYETHYLENE FINISH COVER

TOP OF PAVEMENT

PAVEMENT SECTION VARIES

16" DIA CONCRETE FOOTING

6"2'-

6"4'-

0"

8" CMU WALL

AIR AND MOISTURE BARRIER


RIGID INSULATION

EIFS MESH EMBEDDED IN (2) LAYERS OF EIFS BASE COAT

ADDITIONAL RIGID INSULATION

EIFS MESH EMBEDDED IN (2) LAYERS OF EIFS WATERTIGHT COAT - EXTEND 4" BEYOND FEATURE STRIP

EIFS FINISH LAYER

EIFS PRIMER

FEATURE BAND ASSEMBLY TO BE 4"

2"

CORNER FEATURE BAND TO BE 6" ON EA. SIDE

EQ.

2"

2"

EQ.

8" CMU WALL

AIR AND MOISTURE BARRIER


RIGID INSULATION

EIFS MESH EMBEDDED IN (2) LAYERS OF EIFS BASE COAT

ADDITIONAL RIGID INSULATION

EIFS MESH EMBEDDED IN (2) LAYERS OF EIFS WATERTIGHT COAT - EXTEND 4" BEYOND FEATURE STRIP ON BOTH SIDES OF EXTERIOR WALL

EIFS FINISH LAYER

EIFS PRIMER

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Legat Architects

25


220120.0006.28.21

AB/RJJJ

A-101A

FIRST FLOOR PLAN -ALTERNATE #1

ISSUED FOR BIDDING

RT&A Inc.







P: 630.990.3541



www.peaseborst.com




JJ

1A-311

DETENTIONTOILET

1051

PRISONERPROCESSING

1050

WOMEN'SLOCKERROOM

1059EVIDENCE

ROOM1048

UP 4R

WHEELCHAIR LIFT

45'-3

1/4"

STORAGE1071


1070

WATERSERVICE

1072

18'-0

"

11'-9

"

12'-7

"

32'-4

5/8"

31'-3

"

10711072

1077

1070

N004A

WRESTLINGLOCKERS

1074

LAUNDRY1075

UP 4R

11'-6"

118'-3 7/8"

1066C

A-406A1

TYP

M8

M8

M8M8

M6

M6

12'-7"

4'-5 1

/2"1'-

6"3'-

11 1/

2"



MAN LOCK1067

VESTIBULE1066

1067B

1067A

1049A

1066A

A-101A9

TYP

TYPA-101A

10A-501A

1TYP

ROOF HATCH ABOVE

A-501A7 A-501A

7SIM

1068C

1068A 1068BSLOPE

1/8" PER FT.SLOPE

1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT. SLOPE

1/8" PER FT.SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

SLOPE1/8" PER FT.

WIRE MESH PARTITION

WIRE MESH PARTITION

FD FD FD FD FD

JJ

3 4 7 82 5 6

A-521A11 A-521A

11 A-521A11

A-521A6 A-521A

6

A-521A2 A-521A

2

CA VP VP CA

VP CA

CA VP

CA VP

EF

IH

EF IH

RD RD RD

A-5222

A-5222

A-521A16

A-521A16

EF

13'-9"

WLK

A-521A15

A-521A15

A-521A15

A-501A6

A-521A7

A-521A7

A-521A7 F

ROM

INTE

RIOR

OF

ALTE

RNAT

E W

ALL

ALL P

ENET

RATI

ONS

TO B

E 10

'-0" M

IN.

A-521A17

ROOF PLAN LEGEND

VENT PIPE ROOF PENETRATION

METAL COPING AND JOINT - REFER TO DETAILS 5/A-521 (HORIZONTAL) AND 6/A-521 (VERTICAL)

TOTAL HEIGHT OF INSULATION IN INCHES NOT INCLUDING COVER BOARD


ROOF DRAIN


TWS THRU WALL SCUPPER

#

AREA OF SLOPED STRUCTURE

COMBUSTION AIR INTAKE PENETRATIONCA

EXHAUST FAN PENETRATION

INTAKE HOOD PENETRATIONIH

EF

RD

WLK WALK PADS

ROOF HATCH

GENERAL ROOF NOTES

1. ALL INSULATION JOINTS, HORIZONTAL AND VERTICAL, ARE TO BE STAGGERED.2. ALL INSULATION JOINTS GREATER THAN 1/4" ARE TO BE FILLED W/ INSULATION

STRIPS.3. ALL ROOF PENETRATIONS, INCLUDING VENT STACKS, ROOF CURBS, AND PIPE

SUPPORT CURBS ARE TO BE A MINIMUM OF 8" ABOVE THE ROOF MEMBRANE SURFACE.

4. FIELD VERIFY ALL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS INCLUDING TAPERED INSULATION DRAWINGS W/ ALL DRAIN LOCATIONS.

5. ALL COUNTERFLASHING, COPING, AND MISC. METAL FLASHING PIECES ARE TO HAVE SEALANT APPLIED AT THEIR END CONDITIONS.

6. ALL EXPOSED FASTENERS TO BE CORROSION RESISTIVE, HAVE NEOPRENE WASHERS, AND BE COVERED W/ SEALANT FOLLOWING ARCHITECT'S APPROVAL.

7. APPLY MEMBRANE MANUFACTURER'S SEALANT OVER FASTENER HEADS AT BASE FLASHING SECUREMENT.

8. DRAINS TO BE FLASHED AS PER MANUFACTURER'S SPECIFICATIONS.9. PROVIDE COUNTERFLASHING FOR ALL VERTICAL FLANGES ON ENDWALL FLASHING

PIECES.10. WHEN CONDITIONS REQUIRE END WALL FLASHING TO BE INSTALLED, COORDINATE

INSTALLATION SO THAT END WALL FLASHING AND COUNTERFLASHING COVERING IT ARE NOT DOUBLE FASTENED - ONLY ONE FASTENER IS REQUIRED TO SECURE BOTH PIECES.

11. SCREW FASTENERS FOR INSULATION ARE TO BE INSTALLED THROUGH TOP FLUTES OF METAL DECK ONLY.

12. ALL WOOD BLOCKING TO BE MITERED AND SCREWED, UNLESS NOTED OTHERWISE.13. ALL COPING JOINTS TO ALIGN WITH CENTER OF METAL PANEL JOINTS AND

MULLIONS, UNLESS NOTED OTHERWISE.14. REFER TO "ROOF PLAN LEGEND" ON SHEET AR101.

ROOF PLAN FLASHING NOTES

1. ALL FLASHING FLANGES ARE TO BE SET IN SEALANT.2. ISOMETRIC DRAWINGS ARE DIAGRAMMATIC.3. FOLLOWING INSTALLATION OF THE FLASHING, APPLY SEALANT TO ALL

EXPOSED LEADING EDGES.4. ALL SCREW ANCHOR LOCATIONS TO HAVE PRE-DRILLED 5/16" PILOT HOLES.5. NON-EXPOSED SCREW ANCHORS INTO WOOD TO BE NO. 14 X 1-1/2 LONG 18-8

AUSTENITIC STAINLESS STEEL TYPE 304 (PAINT) SCREW.6. EXPOSED SCREW ANCHORS INTO WOOD TO BE NO. 14 X 1-1/2 LONG 18-8

AUSTENITIC STAINLESS STEEL TYPE 304 PAINT SCREW.7. NON-EXPOSED SCREW ANCHORS INTO MASONRY ARE TO BE 1-1/4" X 3/16"

STAINLESS STEEL SELF TAPPING SCREW FASTENERS.8. EXPOSED SCREW ANCHORS INTO MASONRY ARE TO BE 1-1/4" X 3/16"

STAINLESS STEEL SELF TAPPING SCREW FASTENERS WITH CLIMASEAL CORROSION RESISTIVE COATING AND NEOPRENE WASHERS.

9. EXPOSED SCREW FASTENERS INTO SHEET METAL TO BE 3/4" X 1/4" TEKS 1 WITH NEOPRENE WASHERS.

10. FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION.11. ALL EXPOSED SCREW FASTENERS ARE TO BE COVERED WITH SEALANT

UNLESS NOTED OTHERWISE.

ROOF CONSTR CTION NOTES

1. INSTALL MECHANICALLY FASTENDED DECK SHEATHING.2. INSTALL TEMPORARY ROOF / VAPOR BARRIER. WRAP OVER PARAPET. ROOF TO BE

INSPECTED PRIOR TO INSTALLATION OF NEW ROOFING. CONTRACTOR TO PATCH TEMPORARY ROOF AS REQUIRED AFTER INSPECTION.

3. INSTALL TWO LAYERS OF 2.6" RIGID POLYISOCYANURATE INSULATION (R34 MINIMUM), STAGGER JOINTS, SET IN INSULATION ADHESIVE.

4. INSTALL TAPPERED RIGID INSULATION AND SADDLES, SET IN INSULATION ADHESIVE.5. INSTALL COVER BOARD, SET IN INSULATION ADHESIVE.6. INSTALL FULLY-ADHERED WHITE EPDM MEMBRANE ROOFING.7. INSTALL PREFINISHED METAL COPINGS, ENDWALL FLASHINGS,

COUNTERFLASHINGS.

ROOF AREA ALTERNATE SFMETAL DECK


GRADE97'-0"

3 4 7 82 5 6


113'-7 1/2"


97'-6"

1A-311

A-521A15

A-521A15

A-521A15

TWS TWS TWS GARAGE DOOR HEAD HEIGHT107'-6"



ROOF138'-0"

GRADE97'-0"


113'-7 1/2"


97'-6"



E-1


ROOF138'-0"

GRADE97'-0"


113'-7 1/2"


97'-6"



E-1

JJ

3 4 7 82 5 6

JJ

83 4 72 5 6


2 1/2"

C04

C04

SPRAY APPLIED FIREPROOFING OVER ENTIRE ROOF DECK AND

ROOF JOISTS

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Legat Architects

25


220120.0006.28.21

AB/RJJJ

A-101B

FIRST FLOOR PLAN -ALTERNATE #2

ISSUED FOR BIDDING

RT&A Inc.







P: 630.990.3541



www.peaseborst.com




UP

UP

JJ

FF

CC

W

P

N

3 4 7 821 9 105 6

JJ

FF

CC

W

P

N

8 9 103 4 721 5 6

OPEN TO FITNESS CENTER BELOW

STORAGE

EXISTINGSTAIRWELL

CLASSROOM CLASSROOM

MECHANICAL ROOM

CLASSROOM

STORAGE

GYMNASIUM

EXISTING STAIRWELL EXISTING STAIRWELL

EXISTING STAIRWELL

STORAGE

EXISTING ELEVATOR

EXISTING CUSTODIAL

EXISTING STAIRWELL EXISTING STAIRWELL

21 22 23 24

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Legat Architects

25


220120.0006.28.21

AB/RJJJ

A-102

SECOND FLOORREFERENCE PLAN

ISSUED FOR BIDDING

RT&A Inc.







P: 630.990.3541



www.peaseborst.com

NOTE: THIS DRAWING ONLY PROVIDED AS A REFERENCE FOR MECHANICAL WORKREFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION

JJ

FF

CC

W

P

N

3 4 7 821 9 105 6

2A-103

EXISTING CONCRETE SLAB ON GRADE UNLESS NOTED OTHERWISE

PROVIDE 24" LONG REBAR SPACED 24" O.C. AT ALL AREAS WHERE CONCRETE INFILL EXCEEDS 4" - EMBED DOWELS 12" INTO EXISTING CONCRETE SLAB AND EPOXY IN PLACE

NEW CONCRETE INFILL - TOP LEVEL TO MATCH EXISTING CONCRETE SLAB

6X6 WELDED WIRE FABRIC LOCATED IN BOTTOM THIRD OF THE SLAB15 MIL VAPOR BARRIER OVER EXISTING OR NEW COMPACTED SUBGRADE - WRAP VAPOR BARRIER UP THE EDGE OF THE EXISTING CONCRETE SLAB TO REMAIN -TYPICAL

21 22 23 24

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Legat Architects

25


220120.0006.28.21

AB/RJJJ

A-103

FIRST FLOORCONCRETE INFILL PLAN

ISSUED FOR BIDDING

RT&A Inc.







P: 630.990.3541



www.peaseborst.com

TRAINING CLASSROOM1042

CPTT PATTRB

IPS-LE-V

MEN'S LOCKER ROOM1060RES

RESBIPS-LE-V (U.N.O.)

WOMEN'S LOCKER ROOM1059RES


RECORDS1027CPTT

RBIPS-LE-V

GENERAL STORAGE1045VCTRB

IPS-LE-V

LINEUP INTERVIEW1053

CONCN/A

IPS-LE-V

SOFT INTERVIEW1025CPTT

RBIPS-LE-V

JUVENILE INTERVIEW1055

CONCN/A

IPS-LE-V

ARMORY1056

CONCN/A

IPS-LE-V

DETENTION TOILET1051PTFPTB

IPS-ES

HOLDING CELL1052

CONCN/A

IPS-LE-V

PRISONER PROCESSING1050

CONCN/A

IPS-LE-V

COMMANDER'S OFFICE1044CPTT

RBIPS-LE-V

BREAK ROOM1036

VCT PATTRB

IPS-LE-V

EVIDENCE ROOM1048VCTRB

IPS-LE-V

EVIDENCE PROCESSING1047VCTRB

IPS-LE-V

SQUAD ROOM1037CPTT

RBIPS-LE-V

DISPATCH1028CPTT

RBIPS-LE-V

ROLL CALL / CONF.1033CPTT

RBIPS-LE-V

TECH. WORK ROOM1040SDVT

RBIPS-LE-V

CHIEF'S OFFICE1043CPTT

RBIPS-LE-V

INVESTIGATOR'S OFFICE1032CPTT

RBIPS-LE-V

ADMIN. ASSISTANT1034CPTT

RBIPS-LE-V

SERGEANT'S OFFICE1031CPTT

RBIPS-LE-V

POWER TESTING OFFICE1020CPTT

RBIPS-LE-V

FACULTY OFFICE1013CPTT

RBIPS-LE-V

POWER RECEPTION/PROCESSING

1021CPTT

RBIPS-LE-V

EXISTING MECH.1023

EXISTING MECH.1038

I.D.F. / LEED / DR. CONTROLROOM1015SDVT

RBIPS-LE-V

WHEEL CHAIR STORAGE1022

CORRIDOR1026

VCT PATTRB

IPS-LE-V

SECURE INTERVIEW1054

CONCN/A

IPS-LE-V

FITNESS CENTER1003B.O.B.O.

IPS-LE-V

C.S.O. / STUDENT OFFICE1041CPTT

RBIPS-LE-V

SECURE ENTRY1024VCTRB

IPS-LE-V

ELEC.1039

SALLY PORT ADDITION1068

SCONCRB

IPS-LE-V

FLEET STORAGE ADDITION1070

SCONCRB

IPS-LE-V

TOILET ROOM1029PTFPTB

TILE PATT

CORRIDOR1066VCTRB

IPS-LE-V

CORRIDOR1019

VCT PATTRB

IPS-LE-V

CORRIDOR1012VCTRB

IPS-LE-V

VCT FLOOR PATTREFER TO

EXISTING FINISHES TO REMAIN


EXISTING CUSTODIAL1007

EXISTING ELEVATOREL4

EXISTING WOMEN'S TOILET1008

EXISTING STAIRWELL1009


EXISTING STORAGE1010



EXISTING MEN'S TOILET1062



SSF-S HORIZONTAL SURFACESPLAM-WD VERTICAL SURFACES

RT


SSF-S HORIZONTAL SURFACESPLAM-WD MAILBOXES



RT RT

RT

RTRT

RT

RT

RT

RT

RT

RT




RT

RT

RT

RT

EXISTING FINISHES TO REMAIN RT

RT

RT

RT

RT

RT

RT


RT

RT


MT


RT


RT

RT

RT

STORAGE1071

SCONCRB

IPS-LE-V

WATER SERVICE1072

SCONCRB

IPS-LE-V

RT RT

RT

RT

VCTRBIPS-LE-V

VCTRBIPS-LE-V

RT RT

PNT-LGY/WBSREFER TO ELEVATION

PNT-BL

PNT-BL

PNT-GN

PNT-LGY

PNT-BL/WBSREFER TO ELEVATION

PNT-MGY


MT

RT

RT

RT

LOCKERS PROVIDED BY OWNER, TYP

LOCKERS PROVIDED BY OWNER, TYP.

SSF-S

PNT-YL

SSF-S HORIZONTAL SILL

PNT-BL PNT-BL

PNT-BL

RTRTRTRT


PNT-BL

MTLK, TYP

MTLK, TYP

REFER TO

FOR VCT FLOOR PATT

CPTT

CPTT-ATYP AROUND PERIMETER

1 AF101A

1 AF101A

REFER TOFOR VCT FLOOR PATT

1 AF101A

CPTT/CPTT-A TRANSITION TO ALIGN WITH ABOVE CEILING PERIMETER REFER TO 1 AC101

4'-6"

RT

GENERAL STORAGE1046VCTRB

IPS-LE-V

REFER TO

VCT FLOOR PATT1 AF101A

RT

UNISEX TOILET ROOM1014PTFPTB

IPS-LE-V (U.N.O.)

MTMTLK, TYP

EXPOSED CEILING TO BE PAINTED PNT-MGY (IPS-D)

PNT-LGY

MAN LOCK1067

SCONCRB

IPS-LE-V

VESTIBULE1066

SCONCRB

IPS-LE-V

PNT-LGY

VEST.1060ARES

RESBIPS-LE-V

LAUNDRY1075RES

RESBIPS-LE-V

RT

WRESTLING LOCKERS1074RES

RESBIPS-LE-V

MEN'S LOCKER ROOM1073RES


VEST.1059ARES

RESBIPS-LE-V

SSF-S

WOMEN'S LOCKER ROOM1076RES


TC, TYP.

TC

TC, TYP.

TC, TYP

RT

SSF-S LAVATORY TOP AND APRON WITH SSF-W INTEGRAL BOWLS

SSF-S LAVATORY TOP AND APRON WITH SSF-W INTEGRAL BOWLS

GLASS PRIVACY FILM - FULL HEIGHT REFER TO ELEVATION AND/OR FINISH LEGEND FOR DETAILS

GLASS PRIVACY FILMFULL HEIGHTREFER TO ELEVATION

AND/OR FINISH LEGEND FOR DETAILS

GLASS PRIVACY FILMFULL HEIGHTREFER TO ELEVATION AND/OR FINISH LEGEND FOR DETAILS

ROLLER SHADE

ROLLER SHADE

CGCGCG

CG

CG CG CG CG

SSF-S HORIZONTAL SURFACESPLAM-WD VERTICAL SURFACESTYP.

CG

CG

CG

CORRIDOR1049

E-CPTTRB

IPS-LE-V

CGCG CG

ROLLER SHADE

CG

CG

CG

CG

CG CGCG CG CG CG

CGCGCG CG

CG

CG

CG

CG

CG

CG

CG

CG

CG CGCG

CG

CG

CG

WBS - REFER TO ELEVATION(S)

PLAM-WD, TYP.

TB/WBSREFER TO ELEVATION

PNT-MGY/WBSREFER TO ELEVATION

WBSREFER TO ELEVATION

1 A-212

5 A-211

5 A-212

RT

RT

NEW FITNESS CENTER RUBBER ATHLETIC FLOORING TO BE PROVIDED BY OWNER

MTLK, TYP

RT

PNT-LGY/WBSREFER TO ELEVATION(S)

TB

PTW-L/PTW-D/MSTREFER TO DETAIL

PTW-L/PTW-D/MSTREFER TO DETAIL3 AF101A

3 AF101A



2 AF101A

2 AF101AFOR TILE PATTREFER TO DETAIL

PTW-L/PTW-D/MSTREFER TO DETAIL

WBS - REFER TO ELEVATION

PNT-MGY



WBS - REFER TO ELEVATION(S)

WBS -REFER TO ELEVATION

WBS -REFER TO ELEVATION


WBS -REFER TO ELEVATION(S)

WBS -REFER TO ELEVATION(S)

EXISTING RECYCLED RUBBER ATHLETIC FLOORING TO REMAIN

GENERAL CEILING FINISH NOTES

1. REFER TO PAINT SPECIFICATIONS, FINISH DRAWINGS AND CEILING PLANS FOR CEILING AND SOFFIT COLOR INFORMATION.

2. REFER TO ACOUSTICAL CEILING PANELS (ACT) SPECIFICATION, AND CEILING PLANS FOR ACT INFORMATION.

3. WHERE EXPOSED CEILINGS ARE CALLED TO BE PAINTED, PAINT ALL EXPOSED ITEMS, INCLUDING, BUT NOT LIMITED TO, FRAMING, DECK, DUCTWORK, PIPING & CONDUIT. DO NOT PAINT H, V, E, FA, P LABELS, MOVING PARTS, OR COMPONENTS THAT ARE EXPECTED TO REMAIN UNPAINTED. PAINT COLOR TO BE PNT-WH (IPS-D) U.N.O. ON FINISH PLANS.

4. ALL GYPSUM BOARD / PLASTER CEILINGS AND SOFFITS TO BE PAINTED. PAINT COLOR TO BE PNT-WH (IPS-LF-V) (U.N.O.) ON CEILING AND/OR FINISH PLANS.

5. GYPSUM BOARD CEILINGS IN SHOWER AREAS TO BE PAINTED PNT-WH (IPS-ES)6. IN ALL MAIN CUSTODIAL AREAS AND MECHANICAL ROOMS; STEEL, DECKING AND

EXPOSED STRUCTURE AND DUCKWORK WITH ASSOCIATE SUPPORTS NOT TO BE PAINTED (U.N.O.) IN FINISH PLANS

INTERIOR PAINT SYSTEM

IPS-LF-V LATEX INTERIOR, INSTITUTIONAL LOW ODOR/VOC, FLATIPS-LE-V LATEX INTERIOR, INSTITUTIONAL LOW ODOR/VOC, EGGSHELLIPS-LS-V LATEX INTERIOR, INSTITUTIONAL LOW ODOR/VOC, SEMI-GLOSSIPS-D DRY FALL, WATER-BASED, FLATIPS-ES EPOXY-MODIFIED LATEX, INTERIOR, SEMI-GLOSS

GENERAL FINISH NOTES

1. REFER TO THE FINISH PLAN LEGEND FOR MATERIAL AND COLOR INFORMATION. ALSO REFER TO THE PROJECT MANUAL SPECIFIECTIONS.

2. NUMBERS/LETTERS REFER TO COLOR. REFER TO FINISH LEGEND AND/OR PROJECT MANUAL SPECIFICATIONS.

3. REFER TO REFLECTED CEILING PLANS FOR CEILING MATERIALS AND CEILING HEIGHTS.

4. IT IS THE GENERAL TRADES CONTRACTOR’S RESPONSIBILITY TO PROPERLY PREPARE ALL SURFACES IDENTIFIED TO RECEIVE NEW FINISHES IN ACCORDANCE WITH THE FINISH MANUFACTURER’S RECOMMENDATIONS.

5. PROVIDE WINDOW SHADE SYSTEM WHERE NOTED ON FINISH PLANS .6. PROVIDE 48” HIGH STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNERS

OF NEW AND EXISTING GYPSUM BOARD PARTITIONS. REFER TO FINISH PLANS FOR LOCATIONS.

7. REFER TO ENLARGED FINISH PLAN ON AF101A FOR VCT FLOOR PATTERNS.8. IN ALL RENOVATED AREAS ALL WALLS SHALL BE PAINTED PNT-WH (U.N.O.). ALL NEW

WALLS SHALL BE PAINTED PNT-WH (U.N.O.).9. GROUND FACE MASONRY UNITS, BRICK AND PORCELAIN WALLS SHALL NOT BE

PAINTED (U.N.O.).10. DO NOT INSTALL RUBBER BASE ON TOP OF GROUND FACE MASONRY UNITS, BRICK

OR PORCELAIN TILE WALL (U.N.O.).11. REFER TO ENLARGED DETAIL DRAWING ON AF101A FOR PORCELAIN TILE WALL

PATTERN INFORMATION.12. USE VERTICAL METAL EDGE TRANSITIONS IN PORCELAIN TILE WALL OUTSIDE

CORNERS AND/OR IN PORCELAIN TILE WALL EXPOSED EDGES.13. ALL HOLLOW METAL DOOR FRAMES AND HOLLOW METAL WINDOW FRAMES TO BE

PAINTED PNT-F (IPS-ES) U.N.O. IN FINISH DRAWINGS.14. ALL ACCESS DOORS TO BE PAINTED. COLOR TO MATCH ADJACENT SURFACE.15. ELECTRICAL PANELS, MECHANICAL GRILLES, LOUVERS, AND ANY OTHER

MISCELLANEOUS, UNFINISHED ITEMS INSTALLED IN WALL SURFACES OF CORRIDORS AND OCCUPIED SPACES SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR.

16. METAL ACCESS LADDERS TO BE PAINTED PNT-F (U.N.O.).17. ALL EXPOSED COLUMNS AND BEAMS TO BE PAINTED TO MATCH ADJACENT SURFACE

(U.N.O.).18. REFER TO FINISH PLANS FOR PLASTIC LAMINATE (PLAM) AND SOLID SURFACE (SSF)

COLOR DESIGNATIONS.19. PROVIDE PVC EDGE BANDING AT ALL PLASTIC LAMINATE LOCATIONS. PVC EDGE

BANDING COLOR TO MATCH PLASTIC LAMINATE COLOR (U.N.O.). FINAL PVC EDGE BANDING COLOR TO BE APPROVED BY ARCHITECT.

20. 4"H STRAIGHT RUBBER BASE TO BE USED FOR ALL CARPET TILE LOCATIONS (U.N.O.).21. 4"H COVED RUBBER BASE TO BE USED FOR ALL RESILIENT FLOORING LOCATIONS

(U.N.O.).22. INSTALL RUBBER COVE BASE AT CASEWORK, TOE KICKS, INSIDE OF FLOORLESS

CASEWORK, VERTICAL SUPPORTS AND OVER NEW FLOOR MATERIAL (U.N.O.). 23. ALL SEALED CONCRETE FLOORS SHALL HAVE RUBBER BASE (U.N.O.). DO NOT

INSTALL RUBBER BASE ON COLORED EPOXY FLOORING (U.N.O.).24. CARPET TILE (CPTT) TO BE INSTALLED IN ONE OF THE SELECTED MANUFACTURER

APPROVED PATTERN INSTALLATIONS. 25. REFER TO DETAIL DRAWINGS FOR DEISGN INTENT OF FLOORING TRANSITION

PROFILES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR FLOORING INSTALLER TO COORDINATE ALL TRANSITIONS APPROPRIATLY WITH ABUTTING MATERIAL HEIGHTS.

26. AT BUILDING CONSTRUCTION JOINTS, DO NOT BRIDGE THE FLOORING MATERIALS. INSTALL MATCHING FLOORING MATERIAL WITHIN JOINT.

27. REFER TO PLUMBING DRAWINGS FOR FLOOR SLOPES TO FLOOR DRAINS. COORDINATE ACCORDINGLY WITH INTENDED FLOOR MATERIAL.

28. PROVIDE VAPOR BARRIER SEALER ON CONCRETE SURFACES AT ALL AREAS TO RECEIVE CARPET AND/OR RESILIENT FLOORING.

29. PRIOR TO THE INSTALLATION OF NEW ADHESIVES OVER CONCRETE SUBSTRATES PRIOR TO THE INSTALLATION OF FLOOR COVERING SYSTEMS. APPLY A LIGHT-COLORED HIGH STRENGTH ACRYLIC POLYMER COMPOUND (AQUEOUS FLOOR SEALER) TO ISOLATE AND CUT BACK OLD ADHESIVE FLOOR RESIDUES. ACRYLIC POLYMER COMPOUND TO BE SOLVENT FREE AND TO CONTAIN "ZERO" CALCULATED VOC'S. BASIS OF DESIGN XL BRANDS "TRISEAL". FOLLOW MANUFACTURERS RECOMMENDATION FOR INTENDED APPLICATION.

30. IT IS THE RESPONSIBILITY OF ALL TRADES TO COORDINATE PREPARATION OF SURFACES TO RECEIVE FINISH PRODUCT. CONSULT WITH MANUFACTURERS RECOMMENDED PRACTICES.

31. WHERE "PATCH AND REPAIR" IS REQUIRED DUE TO NEW CONSTRUCTION IN EXISTING AREAS WHERE NO WORK IS SCHEDULED TO BE PERFORMED "PATCH AND REPAIR" FINISHES TO MATCH ADJACENT EXISTING FINISH, COLOR, TEXTURE AND SHEEN.

32. IN ALL EXISTING AREAS SCHEDULED TO BE RENOVATED, REPLACE ALL EXISTING ELECTRICAL WALL COVER PLATES AND DEVICES. ALL NEW ELECTRICAL COVER PLATES TO BE STAINLESS STEEL WITH WHITE DEVICES.

33. ANY DAMAGE TO EXISTING SURFACES DUE TO SCHEDULED DEMOLITION AND/OR TO ACCOMMODATE DIVISION 22, 23, 26, 27 & 28 SCOPE OF WORK INCLUDED IN THIS PACKAGE SHALL BE REPAIRED. THOUGH NOT EXPRESSLY NOTED "PATCH AND REPAIR", IT IS INTENDED THAT THE WORK BE PERFORMED.

34. "PATCH AND REPAIR" WALLS AS REQUIRED WHERE EXISTING JUNCTION BOXES AND/OR OUTLETS ARE REMOVED. PREPARE WALLS FOR NEW PAINT FINISH.

35. ALL WALL SURFACES OF TOILET AND SHOWER AREAS ONLY WITHIN WOMEN'S LOCKER ROOM 1059, MEN'S LOCKER ROOM 1060, MEN'S LOCKER ROOM 1073 AND WOMEN'S LOCKERS 1076 TO BE PORCELAIN WALL TILE (U.N.O.). REFER TO FOR DETAIL OF TYPICAL PORCELAIN WALL TILE PATTERN WITH RESINOUS COVE BASE.

36. ALL WALL SURFACES WITHIN TOILET ROOM 1029 TO BE PORCELAIN WALL TILE (U.N.O.). REFER TO FOR DETAIL OF TYPICAL PORCELAIN WALL TILE PATTERN WITH PORCELAIN COVE BASE.

37. DO NOT INSTALL PORCELAIN AND/OR GLASS MOSAIC WALL TILE BEHIND, ABOVE, BELOW OR DIRECTLY ADJACENT TO METAL LOCKERS (U.N.O.).

FINISH LEGEND

CG MANUF: INPROCORNER GUARD STYLE: SURFACE MOUNT

COLOR: STAINLESS STEEL FINISH: SATINHEIGHT: 48"H STANDARDWING SIZE: 2"

CONC MANUF: ALLIED CONSTRUCTION COLORED EPOXY TECHNOLOGIES

STYLE: AC TECH 2170COLOR: TO BE SELECTED BY AORFROM MANUF STANDARDS

CPTT MANUF: INTERFACECARPET TILE STYLE: ICE BREAKER 1473002500FIELD COLOR COLOR: JETMIST 105773

SIZE: 19.69" X 19.69" X +/- 0.228" THICKINSTALL PATT: NON-DIRECTIONAL

CPTT-A MANUF: INTERFACECARPET TILE STYLE: ICE BREAKER 1473002500ACCENT COLOR COLOR: CONCRETE 105770

SIZE: 19.69" X 19.69" X +/- 0.228" THICKINSTALL PATT: NON-DIRECTIONAL

E-CPTT MANUF: INTERFACEENTRY WALK-OFF STYLE: SR899CARPET TILE COLOR: ONYX

SIZE: 19.69" X 19.69" INSTALL PATT: MONOLITHIC

GFMU MANUF:TRENWYTHGROUND FACE STYLE: TRENDSTONE PLUSMASONRY UNITS COLOR: MIDWEST WHITE

GLASS PRIVACY MANUF: 3MFILM PRODUCT: FASARA GLASS FINISHES

STYLE: GRADATIONCOLOR: WHITE, MATTEOPACITY PATTERN: CUSTOM, REFER TO ELEVATION DRAWINGS

MST MANUF: CROSSVILLEGLASS MOSAIC STYLE: GLASS BLOXTILE ACCENT COLOR: AMETHYST

SIZE: 1" X 1" MOSAIC X 1/4" THICK

MT MANUF: SCHLUTERMETAL TRANSITION STYLE: REFER TO GENERAL NOTES

COLOR: SATIN ANODIZED

MTLK MANUF: LYONMETAL LOCKER COLOR: PUTTYFOR FITNESS AND ATHLETIC LOCKER ROOMS ONLY

PLAM-WD MANUF: WILSONARTPLASTIC LAMINATE COLOR: PINNACLE WALNUTWOOD-LOOK FINISH: FINE VELVET 38REFER TO GENERAL NOTE #19

PNT-BL MANUF: BENJAMIN MOOREINTERIOR PAINT COLOR: KENSINGTON BLUE 840ACCENT COLOR

PNT-F MANUF: BENJAMIN MOOREHOLLOW METAL COLOR: WINTER SOLSTICE 1605FRAME COLOR

PNT-GN MANUF: BENJAMIN MOOREINTERIOR PAINT COLOR: WETHERSFIELD MOSS ACCENT COLOR HC-110

PNT-LGY MANUF: BENJAMIN MOOREINTERIOR PAINT COLOR: SILVERY MOON 1604ACCENT COLOR

PNT-MGY MANUF: BENJAMIN MOOREINTERIOR PAINT COLOR: STEEL WOOL 2121-20ACCENT COLOR

PNT-WH MANUF: SHERWIN WILLIAMSINTERIOR PAINT COLOR: SNOWBOUND SW7004FIELD COLOR

PNT-YL MANUF: BENJAMIN MOOREINTERIOR PAINT COLOR: GOLDEN HONEY 297ACCENT COLOR

PTB MANUF: CROSSVILLEPORCELAIN TILE STYLE: COLOR BLOXCOVE BASE COLOR: ROASTED MARSHMELLOW

SIZE: 6" X 12"

PTF MANUF: CROSSVILLEPORCELAIN TILE STYLE: COLOR BLOXFLOOR COLOR: ROASTED MARSHMELLOW

SIZE: 6" X 6" X 3/8" THICK

GENERAL FLOOR FINISH NOTES

1. AT ALL AREAS OF NEW FLOORING:A. PROVIDE RUBBER TRANSITION STRIPS BETWEEN DISSIMILAR FLOORING

MATERIALS.B. PROVIDE 4-INCH RUBBER BASE ON ALL VERTICAL SURFACES ABUTTING

FLOORING MATERIALS (U.N.O.).C. GRIND ANY HIGH SPOTS AND FILL ANY LOW SPOTS IN CONCRETE SUBSTRATE

PRIOR TO BEGINNING ANY WORK.D. PREPARE CRACKS AND OTHER SURFACE DEFECTS IN CONCRETE SUBSTRATE IN

ACCORDANCE WITH FLOORING MANUFACTURER’S RECOMMENDATIONS PRIOR TO BEGINNING ANY WORK.

2. AT ALL AREAS OF NEW FLOORING IN EXISTING BUILDING:A. EXISTING FLOORING AS INDICATED ON DRAWINGS MAY BE ASBESTOS

CONTAINING AND SHALL BE REMOVED UNDER SEPARATE CONTRACT.B. SHOT BLAST EXISTING CONCRETE SUBSTRATE PRIOR TO BEGINNING ANY WORK.C. GRIND ANY HIGH SPOTS AND FILL ANY LOW SPOTS IN CONCRETE SUBSTRATE

RESULTING FROM DEMOLITION PRIOR TO BEGINNING ANY WORK.D. PROVIDE CEMENTITIOUS SELF-LEVELING FLOORING UNDERLAYMENT. PROVIDE

TWO COATS WITH A COMBINED AVERAGE THICKNESS OF ¼-INCH.E. UNDERCUT EXISTING WOOD DOORS LOCATED ON OR ADJACENT TO AREAS OF

NEW FLOORING AS REQUIRED TO ENSURE PROPER OPERATION OF THE DOOR(S).F. EXISTING THRESHOLDS NOTED TO REMAIN SHALL BE REMOVED AND

REINSTALLED SO NEW FLOORING CAN BE INSTALLED UNDER THE EDGE OF THRESHOLDS.

GENERAL PAINTING NOTES

1. ALL NEW CONSTRUCTION AND IDENTIFIED EXISTING CONSTRUCTION TO REMAIN SHALL BE PRIME AND FINISH PAINTED UNLESS MATERIALS ARE PRE-FINISHED. REFER TO THE PROJECT MANUAL SPECIFICATIONS.A. NEW PARTITIONS ARE TO BE PRIME PAINTED FOR FULL HEIGHT OF PARTITION

(U.N.O.).B. SIGHT-EXPOSED SURFACES OF NEW PARTITIONS ARE TO BE FINISHED PAINTED.C. SIGHT-EXPOSED SURFACES OF SOFFITS SHALL BE PRIME AND FINISHED

PAINTED.2. ALL WALLS IN EXISTING ROOMS IN WHICH WORK IS OCCURRING:

A. REPAIR HOLES, DEFECTS, ETC. IN EXISTING WALLS. B. AT REPAIRS AND UNPAINTED CONCRETE BLOCK PROVIDE BLOCK FILL PAINT AND

TWO FINISH COATS OF PAINT.C. AT REPAIRS AND UNPAINTED GYPSUM BOARD AND/OR PLASTER PROVIDE

PRIMER AND TWO FINISH COATS OF PAINT.D. PROVIDE ONE FINISH COAT OF PAINT OVER EXISTING PAINTED WALLS.

3. IN OCCUPIED SPACES IN AREAS OF NEW CONSTRUCTION, ALL SIGHT-EXPOSED MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, AND TECHNOLOGY COMPONENTS INCLUDING, BUT NOT LIMITED TO, DUCTWORK, PIPING, FITTINGS, CONDUIT, BOXES, HANGERS, ETC SHALL BE PAINTED. PAINT COLOR TO BE PNT-WH (IPS-D) U.N.O. IN FINISH DRAWINGS. DATA CABLING SHALL NOT BE PAINTED.

4. AT AREAS OF EXPOSED ROOF STRUCTURE IDENTIFIED TO BE PAINTED, ALL SIGHT-EXPOSED ITEMS SHALL BE PAINTED INCLUDING, BUT NOT LIMITED TO, ROOF DECK, STRUCTURE, DUCTWORK, PIPING, FITTINGS, CONDUIT, BOXES, HANGERS, ETC. PAINT COLOR TO BE PNT-WH (IPS-D) U.N.O. IN FINISH DRAWINGS.

5. ALL WALLS TO BE FINISH PAINTED PNT-WH WITH EGGSHELL FINISH (U.N.O.).6. AT STEEL DOORS AND STEEL FRAMES:

A. INTERIORS TO BE PAINTED PNT-F WITH SEMI-GLOSS FINISH (U.N.O.).B. ALL EXTERIOR TO BE PAINTED WITH COLOR TO BE SELECTED BY ARCHITECT

WITH SEMI-GLOSS FINISH (U.N.O.).

3 AF101A

2 AF101A

PTW-L MANUF: CROSSVILLEPORCELAIN TILE STYLE: COLOR BLOXWALL FIELD COLOR COLOR: SAND BOX


PTW-D MANUF: CROSSVILLEPORCELAIN TILE STYLE: COLOR BLOXWALL ACCENT COLOR COLOR: I SEE THE MOON


RB MANUF: TARKETTRUBBER BASE STYLE: DURACOVE4"H COLOR: BLACK 40

RES MANUF: GENERAL POLYMERRESINOUS SYSTEM: CERAMIC CARPET #400(FLUID-APPLIED) DECORATIVE BROADCAST SYSTEMFLOORING COLOR: RIVERSTONE 340

RESB MANUF: GENERAL POLYMERRESINOUS STYLE: CERAMIC CARPET #400(FLUID-APPLIED) COLOR: RIVERSTONE 340INTEGRAL BASE SIZE: 6"H

RT MANUF: TARKETTRUBBER STYLE: REFER TO GENERAL NOTESTRANSITIONS COLOR: GREY 48

ROLLER SHADE MANUF: DRAPER3% OPEN FABRIC STYLE: SHEERWEAVE INFINITY II

COLOR: COTTON

SCONC REFER TO PROJECT MANUALSEALED CONCRETE SPECIFICATIONS

SDVT MANUF: ARMSTRONGSTATIC DISSIPATIVE STYLE: EXCELON SDTVINYL TILE COLOR: FOSSIL GRAY 51956

SIZE: 12" X 12" X 1/8" THICK

SSF-S MANUF: CORIANSOLID SURFACE COLOR: SANDSTONE

SSF-W MANUF: CORIANSOLID SURFACE STYLE: #810

COLOR: CAMEO WHITE

TB MANUF: CLARIDGE PRODUCTSTACK BAORD STYLE: GUILDFORD OF MAINE

COLOR: MULBERRY 1697

TC MANUF: BRADLEY CORPTOILET FINISH: POWDERCOATED STEELCOMPARTMENTS COLOR: CYBERSPACE 7076

VCT-GY MANUF: ARMSTRONGVINYL COMPOSITION STYLE: STANDARD EXCELON TILE (FIELD COLOR) IMPERIAL TEXTURE

COLOR: BLUE/GREY 51903SIZE: 12" X 12" X 1/8" THICK

VCT-PL MANUF: ARMSTRONGVINYL COMPOSITION STYLE: STANDARD EXCELON TILE (ACCENT COLOR) IMPERIAL TEXTURE

COLOR: TIGER EYES 57533SIZE: 12" X 12" X 1/8" THICK

VCT-YL MANUF: ARMSTRONGVINYL COMPOSITION STYLE: STANDARD EXCELON TILE (ACCENT COLOR) IMPERIAL TEXTURE

COLOR: GOLDEN 51878SIZE: 12" X 12" X 1/8" THICK

WBS MANUF: 3MWHITE BOARD STYLE: POST-IT FLEX WRITE SURFACE SURFACE, THE PERMANENT MARKER

WHITEBOARD SURFACECOLOR: WHITE, GLOSSYSIZE: 4'-0"H, REFER TO ELEVATIONSFOR CUSTOM WIDTHS

WOOD DOORS MANUF: VT INDUSTRIESSPECIES: WHITE MAPLECUT: PLAIN SLICEDCOLOR: RAVINE RA18

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Legat Architects

25


220120.0006.28.21

AEJJ

AF101

FIRST FLOOR FINISHPLAN

ISSUED FOR BIDDING

RT&A Inc.







P: 630.990.3541



www.peaseborst.com

EXISTING MECH.1023

EXISTING MECH.1038

WHEEL CHAIR STORAGE1022

ELEC.1039


EXISTING ELEVATOREL4

EXISTING WOMEN'S TOILET1008






EXISTING MEN'S TOILET1062



WPT

VCT-PL, TYPVCT-YL, TYP

METAL TRANSITION STRIP (MT)

PORCELAIN TILE FLOORING

SEALANT TO MATCH TILE GROUT COLOR

CONCRETE FLOOR -FINISH VARIES - REFER TO FINISH DRAWINGS

JAMB DIMENSION (VARIES - SEE DOOR SCHEDULE)

SCHEDULED DOOR

THIN SET

CONCRETE FLOORING / PORCELAIN TILE FLOORING SLOPED TRANSITION

REFER TO FINISH LEGEND

RESILIENT FLOORING

RUBBER TRANSITION STRIP (RT)

SCHEDULED DOOR


CONCRETE FLOOR - FINISH VARIES - REFER TO FINISH DRAWINGS

RESILIENT FLOORING / CONCRETE FLOORING SLOPED TRANSITION



CARPET TILE

RUBBER TRANSITION STRIP (RT)SCHEDULED DOOR

RESILIENT FLOORING UNDER TRANSITION STRIP

CONCRETE (U.N.O)

C OF DOOR & TRANSITIONL


RESILIENT FLOORING / CARPET TILE FLOORING SLOPED TRANSITION

RESILIENT FLOORING


SCHEDULED DOOR


RESINOUS FLOORING

CONCRETE (U.N.O)

SAW CUT TRANSITIONRESILIENT FLOORING / RESINOUS FLOORING SLOPED TRANSITION


RESILIENT FLOORING

METAL TRANSITION STRIP (MT)

PORCELAIN TILE FLOORING (PTF)

SEALANT TO MATCH TILE GROUT COLOR

CONCRETE (U.N.O)


SCHEDULED DOOR

THIN SET

RESILIENT FLOORING / PORCELAIN TILE FLOORING SLOPED TRANSITION


SCHEDULED DOOR

CONCRETE (U.N.O)


RESILIENT #1 FLOORING / RESILIENT #2 FLOORING SLOPED TRANSITION

RESILIENT #1 FLOORING


RESILIENT #2 FLOORINGREFER TO FINISH LEGEND

6"6'-

9"1'-

3"

8'-6"

3"

1'-0"

3"

1"

1"

TYPICAL PORCELAIN WALL TILE PATTERN - ALL WALLS THROUGHOUT TOILET AND SHOWER AREAS AND ON ANY WALL ABUTTING A MOP BASIN IN ALL JANITOR CLOSETS TO THE EXTENT OF 1'-0" BEYOND THE EDGE OF MOP BASIN

TYPICAL WALL

TYPICAL BASE

1" X 1" GLASS MOSAIC TILETAG: MST(RANDOM BANDS 25%)

NOTE: INSTALLATION METHOD SHOWN FOR MST IS REPRESENTATIVE OF DESIRED "RANDOM BAND 25%" LAYOUT. DO NOT REPEAT PATTERN IN TOILET ROOMS.

3" X 3" PORCELAIN MOSAIC TILETAG: PTW-D

3" X 3" PORCELAIN MOSAIC TILETAG: PTW-L

6" X 12" PORCELAIN COVE BASETAG: PTB

6"3"

6'-6"

1'-3"

REFE

R T O

RCP

DRA

WIN

GS

8'-6"

3"

1"

1"

TYPICAL PORCELAIN WALL TILE PATTERN - ALL WALLS THROUGHOUT TOILET AND SHOWER AREAS AND ON ANY WALL ABUTTING A MOP BASIN IN ALL JANITOR CLOSETS TO THE EXTENT OF 1'-0" BEYOND THE EDGE OF MOP BASIN

TYPICAL WALL

TYPICAL BASE

1" X 1" GLASS MOSAIC TILETAG: MST(RANDOM BANDS 25%)

NOTE: INSTALLATION METHOD SHOWN FOR MST IS REPRESENTATIVE OF DESIRED "RANDOM BAND 25%" LAYOUT. DO NOT REPEAT PATTERN IN TOILET ROOMS.

3" X 3" PORCELAIN MOSAIC TILETAG: PTW-D

3" X 3" PORCELAIN MOSAIC TILETAG: PTW-L

6"H RESINOUS COVE BASETAG: RESB

SYMBOL LEGEND

MATERIAL DIRECTION

VCT-PL

VCT-YL

21 22 23 24

U

T

S

R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016

Q

P

N

M

L

K

J

H

G

F

E

C

B

A

D

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