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
CAMPUS POLICERENOVATIONS
1215 Houbolt RoadJoilet, IL 60431
220120.0006.28.21
RMJRB
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
NO. DESCRIPTION DATE
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
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.
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
UNDERGROUND PIPE (8" MAX.) -SEE MECHANICAL DWGS.
(TYP
.)
1' - 0
"
T/FTG.EL. SEE PLAN
T/FDN. WALLEL. SEE PLAN
REIN
F.
CONT
. WAL
L
RIGID INSULATION-SEE ARCH. DWGS.
CONCRETE SLAB-SEE PLAN
CONCRETE SLAB-SEE PLAN
EIFS-SEE ARCH. DWGS.
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
CONT. 2x4 KEYWAY (TYP.)
TOP
& BO
T.
(2)-#
5 CON
T.
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.
CONCRETE SLAB-SEE PLAN
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
EIFS-SEE ARCH. DWGS.
#5 @ 48" O.C.8"
3'-4"
3" C
LR.
CONT. 2x4 KEYWAY (TYP.)
TOP
& BO
T.
(2)-#
5 CON
T.
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.
CONCRETE SLAB-SEE PLAN
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.
CONT. 1/2" PREMOLDEDJOINT FILLER (TYP.) -SEEARCH. DWGS.
EXIST. EIFS -V.I.F.
T/FOOTINGEL. 94'-0"
1' - 0
"
EQ.EQ.
#6 x 6'-0" LG. DOWEL BARS @ 8" O.C. EMBEDDED 3'-0" INTO CONC. FOUND. WALL
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.
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.
CONCRETE SLAB-SEE PLAN
EXIST. CONC. SLAB -V.I.F.
1' - 6" 1' - 5" 9"
T/ SLAB EL. 97'-6"
EXIST. METAL STUD WALL -V.I.F.
CONT. 1/2" PREMOLDED JOINT FILLER(TYP.) -SEE ARCH. DWGS.
EXIST. EIFS -V.I.F.
T/FOOTINGEL. 94'-0"
1' - 0
"
EQ.EQ.
#6 x 6'-0" LG. DOWEL BARS @ 8" O.C. EMBEDDED 3'-0" INTO CONC. FOUND. WALL
EXIST. CONC. BEAM -V.I.F.
EXIST. CONC. TRENCH FOOTING -V.I.F.
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.)
#6 VERT. FULL HGEIGHT WALL REINF. @ 8" O.C. GROUT CORES W/ REBAR SOLID W/ 3000 PSI CONCRETE GROUT
CONT. 2x4 KEYWAY (TYP.)
#5 @ 16" O.C.
1'-6"
3'-6"
(4)-#5 LONG. BARS
#5 @ TRANS. BARS @ 12" O.C.
3' - 8"
3" CLR.
5"
TOP
& BO
T.
(2)-#
5 CON
T.
MASONRY WALL BEYOND-SEE ARCH. DWGS.
RIGID INSULATION-SEE ARCH. DWGS.
EXIST. CONC. BEAM -V.I.F.
EXIST. CONC. SLAB -V.I.F.
T/ SLAB EL. 100'-0"
EXIST. METAL STUD WALL BEYOND -V.I.F.
T/FOOTINGEL. 94'-0"
1' - 0
"
EXIST. CONC. TRENCH FOOTING -V.I.F.
CONCRETE SLAB-SEE PLAN T/ SLAB
EL. 97'-6"
CONT. 1/2" PREMOLDEDJOINT FILLER (TYP.) -SEEARCH. DWGS.
CONC. SLAB ON COMPOSITEMETAL DECK -SEE PLAN
METAL PAN STAIRS -SEE ARCH. DWGS.
CONT. 16 GA. BENTPLATE POUR STOP
MASONRY WALL-SEE ARCH. DWGS.
CONT. BOND BLOCK W/ (1)- #4TOP & BOT. FILLED W/ 3000 PSICONCRETE GROUT. (TYP.)
CONT. 3/8"x5" WIDE BEARING PLATE W/ 3/8" x4" LG. WELDED HEADED STUDS @ 16" O.C.
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
#5 @ TRANS. BARS @ 12" O.C.
CONT. 2x4 KEYWAY (TYP.)
TOP
& BO
T.
(2)-#
5 CON
T. RIGID INSULATION-SEE ARCH. DWGS.
CONCRETE SLAB-SEE PLAN
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.
MASONRY WALL BEYOND-SEE ARCH. DWGS.
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.
MASONRY WALL BEYOND-SEE ARCH. DWGS.
2' - 0"
1' - 0
"
8"
CONC. SLAB -SEE PLAN
8"
8" 8"
#5 @ 48" O.C.
8"
3'-4"3" C
LR.
CONT. 2x4 KEYWAY (TYP.)
TOP
& BO
T.
(2)-#
5 CON
T.
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.
CONCRETE SLAB-SEE PLAN
EXIST. CONC. COLUMN -V.I.F.
1' - 6" 8" 1' - 6"
T/ SLAB EL. 97'-6"
EXIST. METAL STUD WALL -V.I.F.
CONT. 1/2" PREMOLDED JOINT FILLER(TYP.) -SEE ARCH. DWGS.
EXIST. EIFS -V.I.F.
T/FOOTINGEL. 94'-0"
1' - 0
"
EQ.EQ.
#6 x 6'-0" LG. DOWEL BARS @ 8" O.C. EMBEDDED 3'-0" INTO CONC. FOUND. WALL
EXIST. CONC. BEAM -V.I.F.
EXIST. CONC. TRENCH FOOTING -V.I.F.
EXIST. CONC. COLUMN -V.I.F.
EXIST. CONC. FOOTING -V.I.F.
T/ SLAB EL. 100'-0"
T/ SLAB EL. 95'-6"
EXIST. CONC. SLAB -V.I.F.
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
#6 VERT. FULL HGEIGHT WALL REINF. @ 8" O.C. GROUT CORES W/ REBAR SOLID W/ 3000 PSI CONCRETE GROUT
3' - 8"
3" CLR.
#5 @ 16" O.C.
1'-6"
3'-6"
(4)-#5 LONG. BARS
#5 @ TRANS. BARS @ 12" O.C.
CONT. 3/8"x5" WIDE BEARING PLATE W/ 3/8" x4" LG. WELDED HEADED STUDS @ 16" O.C.
CONT. 16 GA. BENTPLATE POUR STOP
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.
CONCRETE SLAB-SEE PLAN
CONT. 2x4 KEYWAY (TYP.)
TOP
& BO
T.
(2)-#
5 CON
T.
2' - 0"
8" 8" 8" T/FOOTINGEL. 94'-0"
1' - 0
"
CONT. 1/2" PREMOLDED JOINT FILLER(TYP.) -SEE ARCH. DWGS.
CONT. BOND BLOCK W/ (1)- #4TOP & BOT. FILLED W/ 3000 PSICONCRETE GROUT. (TYP.)
5"
CONT. 16 GA. BENTPLATE POUR STOP
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.
CONT. 3/8"x5" WIDE BEARING PLATE W/ 3/8" x4" LG. WELDED HEADED STUDS @ 16" O.C.
CONT. 2x4 KEYWAY (TYP.)
TOP
& BO
T.
(2)-#
5 CON
T.
2' - 0"
8" 8" 8" T/FOOTINGEL. 94'-0"
1' - 0
"
CONT. 1/2" PREMOLDED JOINT FILLER(TYP.) -SEE ARCH. DWGS.
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"
CONT. 2x4 KEYWAY (TYP.)
TOP
& BO
T.
(2)-#
5 CON
T.
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.
CONCRETE SLAB-SEE PLAN
2' - 0"
8" 8" 8"
CONT. 1/2" PREMOLDEDJOINT FILLER (TYP.) -SEEARCH. DWGS.
1' - 0
"
EQ.EQ.
#6 x 6'-0" LG. DOWEL BARS @ 48" O.C. EMBEDDED 3'-0" INTO CONC. FOUND. WALL
EIFS-SEE ARCH. DWGS.
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.)
CONC. SLAB ON COMPOSITEMETAL DECK -SEE PLAN
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
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-201
FOUNDATION SECTIONS &DETAILS
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
SECTIONSCALE: 1/2" = 1'-0"S-201
12
SECTIONSCALE: 1/2" = 1'-0"S-201
8
SECTIONSCALE: 1/2" = 1'-0"S-201
9 SECTIONSCALE: 1/2" = 1'-0"S-201
10 SECTIONSCALE: 1/2" = 1'-0"S-201
13
SECTIONSCALE: 1/2" = 1'-0"S-201
14 SECTIONSCALE: 1/2" = 1'-0"S-201
15
SECTIONSCALE: 1/2" = 1'-0"S-201
11
NO. DESCRIPTION DATE
SECTIONSCALE: 1/2" = 1'-0"S-201
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
_______________
MASONRY WALL -SEE ARCH. DWGS.
9 GA. CONT. HORIZ JOINT REINFORCEMENT IN EVERY OTHER COURSE VERTICALLY (16" O.C.) TYP.
EXIST. CONC. SLAB -V.I.F.
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
CONT. BOND BLOCK W/ (1)- #4TOP & BOT. FILLED W/ 3000 PSICONCRETE GROUT. (TYP.)
#6 VERT. FULL HEIGHT WALLREINF. @ 48" O.C. GROUTCORES W/ REBAR SOLID W/3000 PSI CONCRETE GROUT.
FILL CMU CORES AT TOP WALL SOLID W/ 3000 PSI CONC. GROUT.
3/16TYP.
T/ BRG. PLATE EL. 111'-6 1/2"
EQ. EQ.
MASONRY WALL -SEE ARCH. DWGS.
9 GA. CONT. HORIZ JOINT REINFORCEMENT IN EVERY OTHER COURSE VERTICALLY (16" O.C.) TYP.
EIFS-SEE ARCH. DWGS.
STEEL JOIST -SEE PLAN
METAL DECK-SEE PLAN
CONT. L4x4x4x5/16
1/2"x6"x10" BEARING PLATE W/ (2)-3/8"x4" LG. WELDED HEADED STUDS
CONT. BOND BLOCK W/ (1)- #4TOP & BOT. FILLED W/ 3000 PSICONCRETE GROUT. (TYP.)
#6 VERT. FULL HEIGHT WALLREINF. @ 48" O.C. GROUTCORES W/ REBAR SOLID W/3000 PSI CONCRETE GROUT.
EQ. EQ.
FILL CMU CORES AT TOP WALL SOLID W/ 3000 PSI CONC. GROUT.
3/16TYP.
1/4 2"
1/4 2"TYP.
T/ BRG. PLATE EL. 110'-2 1/2"
MASONRY WALL -SEE ARCH. DWGS.
9 GA. CONT. HORIZ JOINT REINFORCEMENT IN EVERY OTHER COURSE VERTICALLY (16" O.C.) TYP.
EIFS-SEE ARCH. DWGS.
METAL DECK-SEE PLAN
#6 VERT. FULL HEIGHT WALLREINF. @ 48" O.C. GROUTCORES W/ REBAR SOLID W/3000 PSI CONCRETE GROUT.
EQ. EQ.
FILL CMU CORES AT TOP WALL SOLID W/ 3000 PSI CONC. GROUT.
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.
STEEL JOIST -SEE PLAN
OVERHEAD DOOR -SEE ARCH. DWGS.
CONT. BOND BLOCK W/ (1)-#4 TOP & BOT. FILLED W/ 3000 PSI CONC. GROUT. STEP AS REQD. FOR CHANNEL ANCHORAGE
MASONRY WALL -SEE ARCH. DWGS.
9 GA. CONT. HORIZ JOINT REINFORCEMENT IN EVERY OTHER COURSE VERTICALLY (16" O.C.) TYP.
EIFS-SEE ARCH. DWGS.
METAL DECK-SEE PLAN
#6 VERT. FULL HEIGHT WALLREINF. @ 48" O.C. GROUTCORES W/ REBAR SOLID W/3000 PSI CONCRETE GROUT.
FILL CMU CORES AT TOP WALL SOLID W/ 3000 PSI CONC. GROUT.
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
EQ.
EQ.
JOIST BRIDGING PER SJI TYPICAL
B/ DECK EL. VARIES
3/8" STIFF. PLATE
STEEL JOIST -SEE PLAN
FILL CMU COURSE ON TOPOF BOND BEAM SOLID W/3000 PSI CONC. GROUT.
EQ. EQ.
CONT. BOND BLOCK W/ (1)-#4 TOP & BOT. FILLED W/ 3000 PSI CONC. GROUT. STEP AS REQD. FOR CHANNEL ANCHORAGE
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.
NOTE: ALTHOUGH STEEL JOISTSARE DEPICTED, THE DETAIL ALSO APPLIES TO W BEAMS.
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)
STEEL JOIST -SEE PLAN
NOTE: ALTHOUGH STEEL JOISTSARE DEPICTED, THE DETAIL ALSO APPLIES TO W BEAMS.
MASONRY WALL -SEE ARCH. DWGS.
FILL CMU CORES AT TOP WALL SOLID W/ 3000 PSI CONC. GROUT.
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
#6 VERT. FULL HEIGHT WALLREINF. @ 48" O.C. GROUTCORES W/ REBAR SOLID W/3000 PSI CONCRETE GROUT.
EQ.
CONT. BOND BLOCK W/ (1)-#4 TOP & BOT. FILLED W/ 3000 PSI CONC. GROUT. STEP AS REQD. FOR CHANNEL ANCHORAGE
METAL DECK-SEE PLAN
9 GA. CONT. HORIZ JOINT REINFORCEMENT IN EVERY OTHER COURSE VERTICALLY (16" O.C.) TYP.
OVERHEAD DOOR -SEE ARCH. DWGS.
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
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-301
ROOF FRAMING SECTIONS &DETAILS
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
SECTIONSCALE: 3/4" = 1'-0"S-301
11 SECTIONSCALE: 3/4" = 1'-0"S-301
13SECTIONSCALE: 3/4" = 1'-0"S-301
12 SECTIONSCALE: 3/4" = 1'-0"S-301
14
SECTIONSCALE: 3/4" = 1'-0"S-301
8 SECTIONSCALE: 3/4" = 1'-0"S-301
9
NO. DESCRIPTION DATE
SCALE: 3/4" = 1'-0"S-3017 MASONRY PIER REINFORCING SECTION
SCALE: 3/4" = 1'-0"S-30110
SECTIONSCALE: 3/4" = 1'-0"S-301
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
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
AD101
FIRST FLOORDEMOLITION PLAN
ISSUED FOR BIDDING
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 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
"
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
AD103
CONCRETE CUTTINGPLAN
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
www.peaseborst.com
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
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
AD201
FIRST FLOORREFLECTED CEILINGDEMOLITION PLAN
ISSUED FOR BIDDING
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 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
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
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
A-011
OVERALL REFERENCEPLAN
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
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
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
A-101
FIRST FLOOR PLAN
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
www.peaseborst.com
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
AREA OF 1/4" PER FOOT TAPERED INSULATION
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"
T/O FIRST FLOOR100'-0"
ROOF138'-0"
GRADE97'-0"
SALLY PORT / FLEETSTORAGE FLOOR
97'-6"
T/O ADDITION PARAPET -ALTERNATE #1
114'-3 1/2"
GARAGE DOOR HEAD HEIGHT107'-6"
DOOR HEAD HEIGHT104'-8"
E-1
T/O FIRST FLOOR100'-0"
ROOF138'-0"
GRADE97'-0"
SALLY PORT / FLEETSTORAGE FLOOR
97'-6"
T/O ADDITION PARAPET -ALTERNATE #1
114'-3 1/2"
GARAGE DOOR HEAD HEIGHT107'-6"
DOOR HEAD HEIGHT104'-8"
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
EIFS INSULATION ADHESIVE
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
EIFS INSULATION ADHESIVE
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
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
A-101A
FIRST FLOOR PLAN -ALTERNATE #1
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
www.peaseborst.com
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
JJ
1A-311
DETENTIONTOILET
1051
PRISONERPROCESSING
1050
WOMEN'SLOCKERROOM
1059EVIDENCE
ROOM1048
UP 4R
WHEELCHAIR LIFT
45'-3
1/4"
STORAGE1071
FLEETSTORAGEADDITION
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"
SIDEWALK - SEE SHEET C-300 FOR ADDITIONAL INFORMATION
SIDEWALK - SEE SHEET C-300 FOR ADDITIONAL INFORMATION
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
AREA OF 1/2" PER FOOT TAPERED INSULATION
ROOF DRAIN
AREA OF 1/4" PER FOOT TAPERED INSULATION
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
T/O FIRST FLOOR100'-0"
GRADE97'-0"
3 4 7 82 5 6
T/O ADDITION PARAPET -ALTERNATE #2
113'-7 1/2"
SALLY PORT / FLEETSTORAGE FLOOR
97'-6"
1A-311
A-521A15
A-521A15
A-521A15
TWS TWS TWS GARAGE DOOR HEAD HEIGHT107'-6"
DOOR HEAD HEIGHT104'-8"
T/O FIRST FLOOR100'-0"
ROOF138'-0"
GRADE97'-0"
T/O ADDITION PARAPET -ALTERNATE #2
113'-7 1/2"
SALLY PORT / FLEETSTORAGE FLOOR
97'-6"
GARAGE DOOR HEAD HEIGHT107'-6"
DOOR HEAD HEIGHT104'-8"
E-1
T/O FIRST FLOOR100'-0"
ROOF138'-0"
GRADE97'-0"
T/O ADDITION PARAPET -ALTERNATE #2
113'-7 1/2"
SALLY PORT / FLEETSTORAGE FLOOR
97'-6"
GARAGE DOOR HEAD HEIGHT107'-6"
DOOR HEAD HEIGHT104'-8"
E-1
JJ
3 4 7 82 5 6
JJ
83 4 72 5 6
FLEETSTORAGEADDITION
2 1/2"
C04
C04
SPRAY APPLIED FIREPROOFING OVER ENTIRE ROOF DECK AND
ROOF JOISTS
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
A-101B
FIRST FLOOR PLAN -ALTERNATE #2
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
www.peaseborst.com
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
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
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
A-102
SECOND FLOORREFERENCE PLAN
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
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
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AB/RJJJ
A-103
FIRST FLOORCONCRETE INFILL PLAN
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
www.peaseborst.com
TRAINING CLASSROOM1042
CPTT PATTRB
IPS-LE-V
MEN'S LOCKER ROOM1060RES
RESBIPS-LE-V (U.N.O.)
WOMEN'S LOCKER ROOM1059RES
RESBIPS-LE-V (U.N.O.)
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 FINISHES TO REMAIN
EXISTING CUSTODIAL1007
EXISTING ELEVATOREL4
EXISTING WOMEN'S TOILET1008
EXISTING STAIRWELL1009
EXISTING STAIRWELL1011
EXISTING STORAGE1010
EXISTING STAIRWELL1065
EXISTING STORAGE1064
EXISTING MEN'S TOILET1062
EXISTING CUSTODIAL1061
EXISTING STAIRWELL1063
SSF-S HORIZONTAL SURFACESPLAM-WD VERTICAL SURFACES
RT
SSF-S HORIZONTAL SURFACESPLAM-WD VERTICAL SURFACES
SSF-S HORIZONTAL SURFACESPLAM-WD MAILBOXES
EXISTING FINISHES TO REMAIN
EXISTING FINISHES TO REMAIN
RT RT
RT
RTRT
RT
RT
RT
RT
RT
RT
EXISTING FINISHES TO REMAIN
EXISTING FINISHES TO REMAIN
EXISTING FINISHES TO REMAIN
RT
RT
RT
RT
EXISTING FINISHES TO REMAIN RT
RT
RT
RT
RT
RT
RT
SSF-S HORIZONTAL SURFACESPLAM-WD VERTICAL SURFACES
RT
RT
SSF-S HORIZONTAL SURFACESPLAM-WD VERTICAL SURFACES
MT
SSF-S HORIZONTAL SURFACESPLAM-WD VERTICAL SURFACES
RT
EXISTING FINISHES TO REMAIN
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
SSF-S HORIZONTAL SURFACESPLAM-WD VERTICAL SURFACES
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/WBSREFER TO ELEVATION
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
RESBIPS-LE-V (U.N.O.)
VEST.1059ARES
RESBIPS-LE-V
SSF-S
WOMEN'S LOCKER ROOM1076RES
RESBIPS-LE-V (U.N.O.)
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
PTW-L/PTW-D/MSTREFER TO DETAIL3 AF101A
PTW-L/PTW-D/MSTREFER TO DETAIL3 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
WBS - REFER TO ELEVATION
WBS - REFER TO ELEVATION(S)
WBS -REFER TO ELEVATION
WBS -REFER TO ELEVATION
PNT-BL/WBSREFER 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
SIZE: 3" X 3" MOSAIC X 1/4" THICK
PTW-D MANUF: CROSSVILLEPORCELAIN TILE STYLE: COLOR BLOXWALL ACCENT COLOR COLOR: I SEE THE MOON
SIZE: 3" X 3" MOSAIC X 1/4" THICK
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
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
www.legat.com
Legat Architects
25
CAMP S POLICERENOVATIONS
220120.0006.28.21
AEJJ
AF101
FIRST FLOOR FINISHPLAN
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
www.peaseborst.com
EXISTING MECH.1023
EXISTING MECH.1038
WHEEL CHAIR STORAGE1022
ELEC.1039
EXISTING CUSTODIAL1007
EXISTING ELEVATOREL4
EXISTING WOMEN'S TOILET1008
EXISTING STAIRWELL1009
EXISTING STAIRWELL1011
EXISTING STORAGE1010
EXISTING STAIRWELL1065
EXISTING STORAGE1064
EXISTING MEN'S TOILET1062
EXISTING CUSTODIAL1061
EXISTING STAIRWELL1063
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
JAMB DIMENSION (VARIES - SEE DOOR SCHEDULE)
CONCRETE FLOOR - FINISH VARIES - REFER TO FINISH DRAWINGS
RESILIENT FLOORING / CONCRETE FLOORING SLOPED TRANSITION
REFER TO FINISH LEGEND
REFER TO FINISH LEGEND
CARPET TILE
RUBBER TRANSITION STRIP (RT)SCHEDULED DOOR
RESILIENT FLOORING UNDER TRANSITION STRIP
CONCRETE (U.N.O)
C OF DOOR & TRANSITIONL
JAMB DIMENSION (VARIES - SEE DOOR SCHEDULE)
RESILIENT FLOORING / CARPET TILE FLOORING SLOPED TRANSITION
RESILIENT FLOORING
RUBBER TRANSITION STRIP (RT)
SCHEDULED DOOR
JAMB DIMENSION (VARIES - SEE DOOR SCHEDULE)
RESINOUS FLOORING
CONCRETE (U.N.O)
SAW CUT TRANSITIONRESILIENT FLOORING / RESINOUS FLOORING SLOPED TRANSITION
REFER TO FINISH LEGEND
RESILIENT FLOORING
METAL TRANSITION STRIP (MT)
PORCELAIN TILE FLOORING (PTF)
SEALANT TO MATCH TILE GROUT COLOR
CONCRETE (U.N.O)
JAMB DIMENSION (VARIES - SEE DOOR SCHEDULE)
SCHEDULED DOOR
THIN SET
RESILIENT FLOORING / PORCELAIN TILE FLOORING SLOPED TRANSITION
REFER TO FINISH LEGEND
SCHEDULED DOOR
CONCRETE (U.N.O)
JAMB DIMENSION (VARIES - SEE DOOR SCHEDULE)
RESILIENT #1 FLOORING / RESILIENT #2 FLOORING SLOPED TRANSITION
RESILIENT #1 FLOORING
RUBBER TRANSITION STRIP (RT)
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
www.legat.com
Legat Architects
25
CAMPUS POLICERENOVATIONS
220120.0006.28.21
AEJJ
AF101A
FINISH FLOOR PATTERNPLAN
ISSUED FOR BIDDING
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 Exectutive Court
South Barrington, IL 60010P: 847.842.6930F: 847.842.6935
www.peaseborst.com