DRAWING INDEXA0.1 CODE MATRIX AND DRAWING INDEX

GROUND FLOOR PLANA1.1

SITE PLAN AND DETAILSA0.2

SECOND FLOOR PLANA1.2CODE MATRIXISSUEITEM

N/A

REQUIREMENT

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

REQUIREMENT

ORDINANCE

B3-2

22,651 SQ.FT.

50'-0"

ARTICLE

CHAPTER/

CZO TITLE 17

2.2

9

0

ACTUAL

22,646 SQ FT

13

SEE SITE PLAN

4 FLOORS/44'-10"

2.95

0

N/A

NA

AGENCY/

TEST NO.

LOCATION/

SHEET NO.

REMARKS

A1.0-A1.5

A1.0

A1.0-A1.5

A1.0

A0.2

A1.1-A1.4

A0.2

A0.2

A0.2

A0.2

A0.2

GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK

OR RECOMMENDATIONS, SHALL BECOME THE RESPONSIBILITY OF THE PARTIESOF THE ARCHITECT, OR IN CONTRADICTION TO THE ARCHITECT'S WORK

ARCHITECT'S STATEMENT & SEAL

RESPONSIBLE FOR TAKEN ACTION NOT THE ARCHITECT

OF SUCH FAILURES. ACTIONS TAKEN WITHOUT KNOWLEDGE AND CONSENTTHE ARCHITECT FROM ANY RESPONSIBILITY FOR THE CONSEQUENCESNOTIFY THE ARCHITECT OF SUCH CONDITIONS SHALL ABSOLVETO STEPS NECESSARY TO RESOLVE THEM. FAILURE TO PROMPTLYPROMPTLY NOTIFIED SO THAT HE MAY HAVE THE OPPORTUNITYTO EXIST WITHIN THE WORK PRODUCT, THE ARCHITECT SHALL BEIF ANY MISTAKES, OMISSIONS, OR DISCREPANCIES ARE FOUNDPRODUCT THEREIN BEYOND A REASONABLE DILIGENCE.

THE ARCHITECT AND HIS CONSULTANTS DO NOT WARRANT OR

ARCHITECTS WORK PRODUCTLIMITATION OF WARRANTY OF

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

A2.1

A2.2

WALL SECTIONS AND DETAILS

10,296.25 SQ.FT.

A3.1 WALL SECTIONS AND DETAILS

B3-2

2016 CHICAGO BUILDING CODE

ENERGY CONSERVATION STATEMENT

APPLICABLE CODES

2016 CHICAGO BUILDING CODE

2016 CHICAGO ZONING ORDINANCE

2016 CHICAGO BUILDING CODE

MECHANICAL

ELECTRICAL

ZONING

BUILDINGLANDSCAPE

2016 CHICAGO BUILDING CODE

ACCESSIBILITY

2016 CHICAGO BUILDING CODEPLUMBING

CBC CH. 18-11 & ICC/ANSI 117.1 (2003)

THIRD FLOOR PLANA1.3

B3-2

A1.0-A1.5

A1.0-A1.5

A1.0-A1.5

A1.0-A1.5, A3.4A1.1-A1.5,A3.4

A1.0-A1.5

A1.4 FOURTH FLOOR PLAN

EXTERIOR ELEVATIONSA2.3

EXTERIOR ELEVATIONSA2.4

A1.5 ROOF PLAN

NOTES AND DETAILSA1.0

A3.2 WALL SECTIONS AND DETAILS

ACCESSIBILITY NOTES AND DIAGRAMSA0.3

A0.4 ACCESSIBILITY NOTES AND DIAGRAMS

A0.5

A0.6

A4.1 PARTITION DETAILS AND FIRE RATING DETAILS

S1.0 STRUCTURAL NOTES & SCHEDULES

S1.1

S1.2

S1.3

S1.4

S1.5

S1.6

S1.7

S1.8

S1.9

S1.10

FOUNDATION PLAN

FOUNDATION DETAILS

FRAMING PLANS

FRAMING PLANS

FRAMING PLANS

FRAMING PLANS

FRAMING PLANS

FRAMING PLANS

FRAMING SECTIONS

MASONRY FRAME ELEVATIONS AND FRAMING SECTIONS

E0.1 ELECTRICAL STANDARD NOTES, SPECIFICATIONS AND LEGEND

E0.2 ELECTRICAL RISER DIAGRAMS

E0.3 ELECTRICAL PANEL SCHEDULES, LOAD CALCULATIONS AND DETAILS

E1.0 GROUND FLOOR ELECTRICAL PLAN

E2.0 SECOND FLOOR ELECTRICAL PLAN

E3.0 THIRD FLOOR ELECTRICAL PLAN

E4.0 FOURTH FLOOR ELECTRICAL PLAN

E5.0 ROOF ELECTRICAL PLAN

M0.1 MECHANICAL STANDARD NOTES, SPECIFICATIONS AND LEGEND

M0.2 MECHANICAL SCHEDULES

M1.0 GROUND FLOOR MECHANICAL PLAN

M1.1 GROUND FLOOR IN SLAB MECHANICAL PLAN

M2.0 SECOND FLOOR MECHANICAL PLAN

M3.0 THIRD FLOOR MECHANICAL PLAN

M4.0 FOURTH FLOOR MECHANICAL PLAN

M5.0 ROOF MECHANICAL PLAN

P0.1 PLUMBING STANDARD NOTES, SPECIFICATIONS AND LEGEND

P1.0 UNDERGROUND PLUMBING PLAN

P1.1 ABOVE FLOOR PLUMBING PLAN

P2.0 SECOND FLOOR PLUMBING PLAN

P3.0 THIRD FLOOR PLUMBING PLAN

P4.0 FOURTH FLOOR PLUMBING PLAN

P5.0 ROOF PLUMBING PLAN

P6.0 PLUMBING RISER DIAGRAMS

824 W. SUPERIOR STREET, SUITE 203CHICAGO, IL 60642PH. 312-624-9820

NLP CONCEPTS, LLC

STRUCTURAL ENGINEER

FAX: 312-624-8243NATALIE@NLPENGINEERING.COM

A3.3 WALL SECTIONS AND DETAILS

A3.4 STAIR SECTIONS AND DETAILS

A1.1-A1.4, A2.1-A3.3

A1.1-A1.4, A2.1-A3.3

A1.1-A1.4, A2.1-A3.3, A4.1

A1.1, A4.1

A1.1-A1.4, A2.1-A3.3, A4.1

A1.1-A1.4, A2.1-A3.3, A4.1

A1.1-A1.4, A2.1-A3.3, A4.1

A1.1-A1.4, A2.1-A3.3, A4.1

A1.1-A1.4, A2.1-A3.3, A4.1

A1.1-A1.4, A2.1-A3.3, A4.1

UL- X528, X790,X661, U305

UL- X528, X790,X661, U305

UL- L563, N791

UL- L563, N791

UL- U902

UL- U902

UL- L556, L563

UL- P922

UL- U902

UL- U905/ U906

WP 5520

N/A

N/A

A1.0-A1.5

1349 W. BELMONT, SUITE 1ECHICAGO, IL 60657PH. 773-633-6665

MAVREK DEVELOPMENT

DEVELOPER

FAX: 773-681-7018

A1.6 EXIT/TRAVEL DISTANCE PLAN & AREA SEPARATION PLAN

A0.6 FHAA NOTES AND DIAGRAMS

ACCESSIBILITY NOTES AND DIAGRAMS

ACCESSIBILITY NOTES AND DIAGRAMS

A0.2

10,296.25 SQ.FT.

CHRISTOPHER G.BOEHM

001-010130

CHRISTOPHER G.BOEHM

001-010130

design studio

IIIIIIIIIII

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIIIIIIIIII

IIIIII

CHRISTOPHER G.BOEHM

001-010130

NEW 9 UNIT MASONRYBUILDING W/ GROUND FLOOR

COMMERCIAL ANDATTACHED PARKING

4805 N. CLAREMONT (RESIDENTIAL)2322,2324,2318 W. LAWRENCE

(COMMERCIAL)CHICAGO, IL

ABOVE

BELOW

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

DUMPSTER

DUMPSTER

UTILITY

ABOVE

ABOVE

ABOVEABOVE

CON

C.W

HEEL

STOP

CON

C.W

HEEL

STOP

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

6'-0" HIGH TREATED WD. FENCE

6'-0" HIGH TREATED WD. GATE 6'-0" HIGH TREATED WD. GATE

PITCHDOWN

PITC

HDO

WN

PITCHDOWN

PITC

HDO

WN

UL#

U902

4HR

UL#U902 4HR

UL#U902 4HR

UL#U902 4HR

UL#U902 4HR

UL#U902 4HR

FODM2B

M4B

M4B

M4B

M4B

M4B

FODM2B

FOA

FOAFOA

FOA

FOA

FOA

FOAFOA

M4B

D2

D2

D2

G1A

FODM2B

FODM2B

FOBM2B

FOAM4B

UL#

U902

4HR

ABOVE

G1A

61'-0

"

8'-0"

UP22

R

UP24

R

21'-0

"16

'-0"

21'-8

"2'

-4"

4'-4

"11

'-0"

5'-0

"14

'-0"

5'-0

"11

'-0"

2'-0

"

2'-4

"15

'-0"

2'-4

"15

'-4"

2'-4

"15

'-0"

2'-4

"2'

-0"

2'-0

"1'

-4"

1'-4

"8'

-513 16

"1'

-4"

4'-2

3 16"

2'-0

"

4'-8

"10

'-63 16

"52

'-4"

5'-0"6'-0"3'-4"6'-0"38'-0"20'-0"34'-0"

3'-8

"6'

-4"

10'-0

"

4'-4

"1'

-8"

6'-0

"

29'-8"28'-8"

34'-0"

58'-4"54'-0"

1'-4"

23'-2 316" 2'-4" 8'-91316" 2'-4" 25'-6 3

16" 2'-4"

2'-6" 6'-4" 2'-6"

2'-4" 2'-0" 10'-8" 1'-4" 10'-8" 2'-0" 2'-4" 1'-4" 2'-0" 1'-4" 8'-51316" 1'-4"

4'-8"2'-4"26'-8"2'-4"11'-4"2'-4"62'-2 316"

33'-0"

2'-10

"

6'-4"

2'-10

"

9'-91316"

9'-9

13 16"

8'-0" 8'-6" 8'-6" 8'-0" 1'-0" 11" 8'-2" 5'-7" 5" 3'-10" 8"

4'-2" 10" 5'-2" 8" 32'-9" 1'-3" 9'-4"

4"

9'-6" 9'-0" 9'-6"

8'-6" 8'-0" 8'-0" 8'-6" 1'-0" 11'-0" 5'-0" 5'-0" 7'-0"

5'-0

"8"

5'-4

"8"

18'-0

"23

'-0"

18'-0

"

18'-4

1 8"22

'-73 4"

18'-0

1 8"

8"8'

-7"

1'-0

"

8'-0" 8" 10'-8" 8" 3'-10" 10" 47'-3"

6'-8" 8"

18'-0

"23

'-0"

18'-0

"

1'-0

"1'

-0"

8"5'

-8"

8'-0

"1'

-0"

4'-4" 8" 7'-0" 10"

3'-4

"1'

-3"

4'-3

"5"

4'-8

"10

"3'

-11"

10"

5'-0

"

10"

8'-6

"10

"

10" 6'-4"

9'-0

"8"

STAIR 1

STAIR 2

ELEVATOR

A

B

C

D

E

A.7

A.4

E

A

1 2 3 4 5 6 7 8 9

RAM

PDN

1:12

1'-0

"8'

-0"

1'-0

"6"

6.75.6

4'-7

"4'

-10"

4" 3'-10"

6'-0

"

10'-1

"4'

-0"

3'-10"

3'-5

"6"6"

10'-9

"

1'-4

"

1'-4

"

2'-7" 5" 4'-414"

RESTROOM

11 CAR GARAGE

ENTRY VESTIBULE

GARAGE VESTIBULE

COORIDOOR 100

RETAIL SPACEUNIT 101

ELECTRICAL ROOM

RAM

PUP

1:12

1'-6

"2'

-0"

1'-0

"1'

-0"

5'-9" 7"

7'-2

"5"

3 BIKE RACK

TRASH ENCLOSURE

1 2 3 4

5 6 7 8 9 10 11

PARKING

18'-4" 8" 7'-0" 8" 9'-4

"4'

-0"

2'-0

"

14'-8

"8"

ELECTRICAL METERS

PHONE/CABLE

DSDS

DS

DS

DS

DS

DS

DSDS

DS

DS DS

35'-8"

LANDSCAPE STONE

SEE A0.5

PITCH

ABOVETHROUGHOUT GARAGE

BELOW

SEE A0.4

THROUGHOUT RETAILTHROUGHOUT COORIDOOR

SEE SHEETS A0.3, A0.4, A0.5 FOR ACCESSIBILITY DIAGRAMS

KEY NOTES01 STUD PARTITION / DEMISING WALL RE: WALL TYPES SHEET A4.102 CMU PARTITION. RE: WALL TYPES SHEET A4.103 MASONRY TRASH ENCLOSURE W/ 48" OPAQUE LOCKABLE GATE

RE: 6/A3.2, 1/A0.204 RECESSED FIRE RATED CABINET AND EXTINGUISHER05 NON-COMBUSTIBLE METAL STAIRS W/ 36" HAND RAILS/ 42" HIGH

GUARDRAILS (PICKETS 4" O.C. MAX)TO RESIST A SIMULTANEOUSVERT. AND HORIZ.THRUST OF 50 PLF LOAD OR 200#CONCENTRATED LOAD AT TOP RAIL, WHICHEVER IS GREATER RE:STAIR SHEET A3.4 & A0.4

06 STEEL DECK W/ TREATED WOOD DECKING RE: FRAMING PLANS07 LOWER CEILING FOR MECHANICALS08 BUILT UP CANT, PITCH 1/4" PER FT.09 THRU WALL ALUMINUM SCUPPER AND DOWN SPOUT10 STONE COPING, RAKE AND CAULK ALL JOINTS11 ALUMINUM. STOREFRONT W/ 1" INSUL. AND TEMP. GLAZING12 ALL GARAGE STRIPING TO BE TRAFFIC YELLOW CONCRETE PAINT 4"

WIDE13 FRAMED PLATFORM WITH 3/4" PLYWOOD ABOVE SEE 6 & 7 ON A3.314 3x3x5/16x 48" HIGH ANGLE BOLTED TO MASONRY- PAINT YELLOW

15 EJECTOR IN ELEVATOR PIT. VERIFY LOCATION W/ ELEVATORMANUFACTURER RE: PLUMBING SHEETS

16 PROVIDE FLOOR MOUNTED RACK FOR BIKE PARKING17 FLOOR DRAIN. RE: PLUMBING SHEETS18 RESERVED HANDICAPPED PARKING SIGN CENTERED ON 11'-0"

PARKING SPACE SEE A0.319 MOP BASIN WITH HOT WATER HEATER MOUNTED ABOVE RE:

PLUMBING SHEETS20 TELEPHONE EQUIPMENT MOUNTED TO PLYWOOD RE: ELECTRICAL21 TRIPLE GREASE SEPARATOR. RE: PLUMBING SHEETS22 GARAGE OIL INTERCEPTION BASIN. RE: PLUMBING SHEETS23 FROST PROOF HOSE BIB, SHUT OFF VALVE MUST BE LOCATED OUT

PAST WALL FINISH RE: PLUMBING SHEETS24 GAS METERS RE: MECHANICAL SHEETS25 ELECTRICAL PANELS/EQUIPMENT RE: ELECTRICAL SHEETS26 WATER BOOSTER PUMP WITH METER RE:PLUMBING SHEETS27 FRONT LOADED MAIL BOXES RE:A0.3 FOR MOUNTING HEIGHT28 ROUND CONC. AT BASE OF COLUMN29 ELEVATOR SERVICE LADDER TO PIT, VERIFY LOCATION W/

MANUFACTURER

30 42" HIGH METAL GUARDRAILS (PICKETS 4" O.C. MAX) TO RESIST ASIMULTANEOUS VERT. AND HORIZ. THRUST OF 50 PLF LOAD OR200# CONCENTRATED LOAD AT TOP RAIL, WHICHEVER IS GREATER

31 STEEL COLUMN RE: STRUCTURAL DRAWINGS3233 SHINDLER MRL 3300 ELEVATOR, S.S. CAB WALLS, S.S. CAB

RETURNS AND TRANSOM, S.S. 1 1/2 HOUR RATED 'B' LABEL DOOR,ALUM THRESHOLD, PAINTED SILVER CAB CEILING W/ CFL LIGHTINGG.C. TO VERIFY ALL ELEVATOR REQUIREMENTS- HOISTWAY AND PITSIZE, OVERRUN HEIGHT, HEATERS VENTS, OPENINGS, ETC.

34 ROD AND SHELF35 LINE UPPER CABINETS PROVIDE BLOCKING IN WALL36 RECESSED GREY BOX FOR WASHER PROVIDE FIRE RATED BOX TO

MATCH WALL RATING IT IS INSTALLED IN RE: PLUMBING SHEETS37 FURNACE/UNIT HEATER SUSPENDED RE: MECHANICAL SHEETS38 DRIP PAN UNDER HOT WATER HEATER39 CLEAR SPACE REQUIRED RE: SHEETS A0.2, A0.640 12" GRANITE COUNTER OVERHANG41 MECHANICAL / PLUMBING CHASE. RE: MECHANICAL/PLUMBING

SHEETS42 PROVIDE WASHER DRIP PAN

43 AIR CONDENSERS ON LEVEL PADS RE: MECHANICAL SHEETS44 CONCRETE SLAB RE: STRUCTURAL45 ALUMINUM COPING46 TENANT TELEPHONE ENTRY BUZZER SYSTEM (SURFACE MOUNT)

TIE TO ELECTRIC STRIKE AT MAIN DOOR & EACH UNIT47 1 HR GYPSUM BOARD CEILING RE: 1/A4.1 & 3/A4.1, A3.1,A3.2,A3.348 4 HR SPRAY COLUMN COLUMN ENCLOSURE RE: 7/A4.149 1 HR SPRAY COLUMN COLUMN ENCLOSURE RE: 6/A4.150 1 HR GYPSUM BOARD COLUMN ENCLOSURE RE: 8/A4.151 4 HR SPRAY BEAM ENCLOSURE RE: 5/A4.152 1 HR SPRAY BEAM ENCLOSURE RE: 4/A4.153 4 HR CEILING RE:4/A4.1 & 5/A4.1M, 1/A3.4, 2/A3.4, 4/A3.454 2 HR GYPSUM BOARD CEILING RE: 2/A4.155 5/4" FIRE RETARDANT TREATED EXTERIOR WOOD DECKING

MEETING ASTM D-2898 OVER FIRE RETARDANT TREATED TAPEREDSLEEPERS ALL DECK LUMBER MUST MEET ASTM E-84 EXTENDED 30MINUTE TEST AND ASTM D-2898 (15-12-040-F). ALL TREATMENTSMUST BE PRESSURE IMPREGNATED OR MANUFACTURED INTO THEPRODUCT HOMOGENEOUSLY THROUGHOUT THE PRODUCT, NOSURFACE OR FIELD APPLIED TREATMENTS PERMITTED

56 42" HIGH FIRE RETARDANT TREATED WOOD GUARDRAIL(PICKETS 4" O.C. MAX), 4x4 POSTS @ 5'-0" O.C. TO RESIST ASIMULTANEOUS VERT. AND HORIZ. THRUST OF 50 PLF LOAD OR200# CONCENTRATED LOAD AT TOP RAIL, WHICHEVER IS GREATER

57 PARAPET WALL TO ACT AS DECK GUARDRAIL58 CONCRETE RAMP (1:12 SLOPE) W/ 36" RAILING BOTH SIDES OF

RAMP RE: SHEETS A0.359 BUILT UP WOOD RAMP (1:12 SLOPE) W/ 36" RAILING BOTH SIDES

OF RAMP RE: SHEETS A0.360 LINE OF DROPPED CEILING/SOFFIT RE: MECHANICAL SHEETS61 PROVIDE SOLID BLOCKING AND BACKING FOR WALL MOUNTED

EQUIPMENT62 STEAM UNIT WITH FLOOR DRAIN RE: PLUMBING SHEETS63 30"X48" AREA OF RESCUE ASSISTANCE64 1/2" MAX DIFFERENCE IN LEVEL CHANGE SEE A0.365 HARDWOOD THRESHOLD 2:1 BEVEL SEE A0.366 MODIFIED BITUMEN CLASS 'A' ROOFING MEMBRANE67 STEEL CANOPY PAINTED BLACK RE: 3/A3.368 CAST IN PLACE CONCRETE BALCONY69 FRAMELESS SHOWER ENCLOSURE

70 FEATHER CONCRETE TO MAINTAIN 1/2" MAX LEVEL CHANGE ATDOOR

71 ALUMINUM SOFFIT PANEL ABOVE -COLOR TO MATCH STOREFRONT72 GRANITE COUNTER WITH 6" SIDE/BACK SPLASH AT LAUNDRY73 GRANITE COUNTER WITH FULL HEIGHT MIRROR AT BATH74 GRANITE COUNTER WITH TILE BACK SPLASH AT KITCHEN75 PAINT CMU76 SOFFIT ABOVE77 TILE SURROUND UP TO CEILING78 TILE SURROUND AND CEILING ON WATERPROOF MEMBRANE

SHOWER FLOOR TO HAVE 2% CROSS SLOPE MAX79 MECHANICAL/PLUMBING PENETRATIONS RE: MECHANICAL &

PLUMBING PLANS80 ELEVATOR OVERRUN WITH CLASS 'A' ROOFING MEMBRANE81 CARPENTER BUILD STAIR AND LANDING W/ 36" HIGH WOOD RAILING

42" HIGH WOOD GUARDRAIL (PICKETS 4" O.C. MAX), 4X4 POSTS @5'-0" O.C. TO RESIST A SIMULTANEOUS VERT. AND HORIZ. THRUST OF50 PLF LOAD OR 200# CONCENTRATED LOAD AT TOP RAIL,WHICHEVER IS GREATER.ALL MATERIAL TO BE FIRE RETARDANT TREATED WOOD

design studio

IIIIIIIIIII

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIIIIIIIIIII

IIIIII

CHRISTOPHER G.BOEHM

001-010130

NEW 9 UNIT MASONRYBUILDING W/ GROUND FLOOR

COMMERCIAL ANDATTACHED PARKING

4805 N. CLAREMONT (RESIDENTIAL)2322,2324,2318 W. LAWRENCE

(COMMERCIAL)CHICAGO, IL

A1.1

GROUND FLOOR PLAN

EL. + 24'-6"

EL. 0'-0"

GRADE LEVEL

THIRD LEVEL

EL. + 35'-6"

FOURTH LEVEL

T/COPING

EL. +52'-0"

B/ CEILING

T/COPING

EL. +59'-8"

11'-4"

B/CA

NOPY

3'-7

"3'

-7"

3'-7

"

8'-2

"

3'-2

"

8'-2

"

3'-2

"

8'-2

"

3'-2

"

10'-0

"

2'-4

"

8'-2

"

2'-2

"

8'-2

"

2'-2

"

EL. + 44'-10"

TEMPGLAZING

TEMPGLAZING

TEMPGLAZING

TEMPGLAZING

1

2

75 COURSES

4

72 COURSES

3

17

5

7

1

3

3

13

3

5

16

11

7

1

28

28

167 8

8

10

20

21

21

14

23

3

2

4

7

231

5 5

21

20

9

12

8

19

20

9

12

8

20

9

12

8

17

8

7

4

8

7

16

1

1

1

1

2

23

26

2626

2631

10

8

10

8

TYP17'-0" TO C.J. 17'-0" TO C.J. 18'-4" TO C.J.

JUNCTION BOX FOR LIGHT FIXTURE, VERIFY LOCATION W/ OWNER, SEE ELECTRICAL.

MASONRY CONTROL JOINT W/ ELASTOMERIC EXT. GRADE SEALANT TO MATCH BRICK

STAINLESS STEEL ADDRESS NUMBERS

ALUMINUM COPING- COLOR TO MATCH WINDOWS

4" STONE COPING, RAKE & CAULK ALL JOINTS

8" HIGH CHAMFERED CAP STONE

UTLITY BRICK

ELEVATION KEYNOTES

ALUMINUM CLAD FASCIA

STONE SILL, PROJECT OUT 1/2", RAKE AND CAULK ALL JOINTS

4" HIGH STONE BAND, RECESS IN 1/2"

16" HIGH STONE

UTILITY BRICK SOLDIER COURSE PROJECT OUT 1/2"

UTILITY BRICK STACK BOND, PROJECT OUT 1/2"

UTILITY BRICK HEADER COURSE PROJECT OUT 1/2"

12x12 STONE MEDALLION

42" HIGH O.I. RAILINGS W/ 3/4" VERT PICKETS @ 4" O.C. TO RESIST 200LB CONCENTRATED LOAD INANY DIRECTION OR RAILINGS TO RESIST 50PLF VERTICAL AND HORIZONTAL LOADING ALONG TOP RAIL

WALL LOUVER SEE MECHANICAL

STONE BASE, (1) 12", (1) 8" AND 4" SILL

12" HIGH STONE HEADER, PROJECT OUT 1"

8" HIGH CHAMFERED STONE BAND/SILL, PROJECT OUT 1", RAKE AND CAULL ALL JOINTS AT SILL

ALUMINUM CLAD COLUMN TO MATCH WINDOW COLOR

12" HIGH STONE

STEEL CANOPY, PAINTED TO MATCH WINDOW COLOR

4" STONE CAP, PROJECT OUT 1"

CAST IN PLACE CONCRETE BALCONY

ALUMINUM SCUPPER AND DOWN SPOUT- COLOR TO MATCH WINDOWS

8" HIGH STONE

ALUMINUM GUTTER AND DOWN SPOUT- COLOR TO MATCH WINDOWS

STEEL FRAMED BALCONY- PAINT BLACK

GAS METER BANK

FROST PROOF SILL COCK

design studio

IIIIIIIIIII

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIIIIIIIIII

IIIIII

CHRISTOPHER G.BOEHM

001-010130

NEW 9 UNIT MASONRYBUILDING W/ GROUND FLOOR

COMMERCIAL ANDATTACHED PARKING

4805 N. CLAREMONT (RESIDENTIAL)2322,2324,2318 W. LAWRENCE

(COMMERCIAL)CHICAGO, IL

EL. + 24'-6"

EL. 0'-0"

GRADE LEVEL

THIRD LEVEL

EL. + 35'-6"

FOURTH LEVEL

T/COPING

EL. +52'-0"

B/ CEILING

T/COPING

EL. +17'-0"

T/COPING

EL. +59'-8"

8'-2

"2'

-2"

8'-2

"2'

-2"

11'-4"

B/CA

NOPY

2'-4

"

10'-0

"

3'-6

"3'

-6"

7'-4

"3'

-8"

4'-8

"3'

-8"

T/COPING

EL. +39'-8"

4'-2

"

8'-2

"

4'-2

"

8'-2

"

4'-2

" 8'-2

"

EL. + 44'-10"

TEMPGLAZING

1

2

75 COURSES

4

72 COURSES

3

18

5

7

1

3

3

13

10

8

3

5

10

8

11

1

1

9 181

2

5

7

8 15

4

1

1

8

5

15

20

2

8

20

17

13

7

9

7

4

716

12

1

1

24

22 22 22 22

138 8

10

14

23232323

15

7

1

1 2 3 4

25

26

2626

26

26

26

2631

20'-8" TO C.J. 20'-8" TO C.J. 11'-4" TO C.J. 16'-4" TO C.J.

8

15'-0" TO C.J.

TYP TYP

JUNCTION BOX FOR LIGHT FIXTURE, VERIFY LOCATION W/ OWNER, SEE ELECTRICAL.

MASONRY CONTROL JOINT W/ ELASTOMERIC EXT. GRADE SEALANT TO MATCH BRICK

STAINLESS STEEL ADDRESS NUMBERS

ALUMINUM COPING- COLOR TO MATCH WINDOWS

4" STONE COPING, RAKE & CAULK ALL JOINTS

8" HIGH CHAMFERED CAP STONE

UTLITY BRICK

ELEVATION KEYNOTES

ALUMINUM CLAD FASCIA

STONE SILL, PROJECT OUT 1/2", RAKE AND CAULK ALL JOINTS

4" HIGH STONE BAND, RECESS IN 1/2"

16" HIGH STONE

UTILITY BRICK SOLDIER COURSE PROJECT OUT 1/2"

UTILITY BRICK STACK BOND, PROJECT OUT 1/2"

UTILITY BRICK HEADER COURSE PROJECT OUT 1/2"

12x12 STONE MEDALLION

42" HIGH O.I. RAILINGS W/ 3/4" VERT PICKETS @ 4" O.C. TO RESIST 200LB CONCENTRATED LOAD INANY DIRECTION OR RAILINGS TO RESIST 50PLF VERTICAL AND HORIZONTAL LOADING ALONG TOP RAIL

WALL LOUVER SEE MECHANICAL

STONE BASE, (1) 12", (1) 8" AND 4" SILL

12" HIGH STONE HEADER, PROJECT OUT 1"

8" HIGH CHAMFERED STONE BAND/SILL, PROJECT OUT 1", RAKE AND CAULL ALL JOINTS AT SILL

ALUMINUM CLAD COLUMN TO MATCH WINDOW COLOR

12" HIGH STONE

STEEL CANOPY, PAINTED TO MATCH WINDOW COLOR

4" STONE CAP, PROJECT OUT 1"

CAST IN PLACE CONCRETE BALCONY

ALUMINUM SCUPPER AND DOWN SPOUT- COLOR TO MATCH WINDOWS

8" HIGH STONE

ALUMINUM GUTTER AND DOWN SPOUT- COLOR TO MATCH WINDOWS

STEEL FRAMED BALCONY- PAINT BLACK

GAS METER BANK

FROST PROOF SILL COCK

design studio

IIIIIIIIIII

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIIIIIIIIII

IIIIII

CHRISTOPHER G.BOEHM

001-010130

NEW 9 UNIT MASONRYBUILDING W/ GROUND FLOOR

COMMERCIAL ANDATTACHED PARKING

4805 N. CLAREMONT (RESIDENTIAL)2322,2324,2318 W. LAWRENCE

(COMMERCIAL)CHICAGO, IL

EL. + 24'-6"

EL. 0'-0"

GRADE LEVEL

THIRD LEVEL

EL. + 35'-6"

FOURTH LEVEL

T/COPING

EL. +52'-0"

EL. + 44'-10"

B/ CEILING

T/COPING

EL. +39'-0"

T/COPING

EL. +17'-0"

T/COPING

EL. +59'-4"

3'-2

"

8'-2

"

3'-2

"

8'-2

"

3'-2

"

8'-2

"

11'-4

"3'

-0"

8'-0

"3'

-0"

8'-0

"3'

-0"

3'-7

"

7'-0

"

10'-0

"

26 1

8

15

15

1

23 23

8

10

14

8

10

14

8

10

14

14

1

1

222222227

7

4

7

2626

5

2

8

1

817

15

20

15

8

1

5

15

7

11

2

7

16 16

16

1

8

30

27

20'-0" TO C.J. 18'-4" TO C.J. 20'-0" TO C.J.

8

JUNCTION BOX FOR LIGHT FIXTURE, VERIFY LOCATION W/ OWNER, SEE ELECTRICAL.

MASONRY CONTROL JOINT W/ ELASTOMERIC EXT. GRADE SEALANT TO MATCH BRICK

STAINLESS STEEL ADDRESS NUMBERS

ALUMINUM COPING- COLOR TO MATCH WINDOWS

4" STONE COPING, RAKE & CAULK ALL JOINTS

8" HIGH CHAMFERED CAP STONE

UTLITY BRICK

ELEVATION KEYNOTES

ALUMINUM CLAD FASCIA

STONE SILL, PROJECT OUT 1/2", RAKE AND CAULK ALL JOINTS

4" HIGH STONE BAND, RECESS IN 1/2"

16" HIGH STONE

UTILITY BRICK SOLDIER COURSE PROJECT OUT 1/2"

UTILITY BRICK STACK BOND, PROJECT OUT 1/2"

UTILITY BRICK HEADER COURSE PROJECT OUT 1/2"

12x12 STONE MEDALLION

42" HIGH O.I. RAILINGS W/ 3/4" VERT PICKETS @ 4" O.C. TO RESIST 200LB CONCENTRATED LOAD INANY DIRECTION OR RAILINGS TO RESIST 50PLF VERTICAL AND HORIZONTAL LOADING ALONG TOP RAIL

WALL LOUVER SEE MECHANICAL

STONE BASE, (1) 12", (1) 8" AND 4" SILL

12" HIGH STONE HEADER, PROJECT OUT 1"

8" HIGH CHAMFERED STONE BAND/SILL, PROJECT OUT 1", RAKE AND CAULL ALL JOINTS AT SILL

ALUMINUM CLAD COLUMN TO MATCH WINDOW COLOR

12" HIGH STONE

STEEL CANOPY, PAINTED TO MATCH WINDOW COLOR

4" STONE CAP, PROJECT OUT 1"

CAST IN PLACE CONCRETE BALCONY

ALUMINUM SCUPPER AND DOWN SPOUT- COLOR TO MATCH WINDOWS

8" HIGH STONE

ALUMINUM GUTTER AND DOWN SPOUT- COLOR TO MATCH WINDOWS

STEEL FRAMED BALCONY- PAINT BLACK

GAS METER BANK

FROST PROOF SILL COCK

design studio

IIIIIIIIIII

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIIIIIIIIII

IIIIII

CHRISTOPHER G.BOEHM

001-010130

NEW 9 UNIT MASONRYBUILDING W/ GROUND FLOOR

COMMERCIAL ANDATTACHED PARKING

4805 N. CLAREMONT (RESIDENTIAL)2322,2324,2318 W. LAWRENCE

(COMMERCIAL)CHICAGO, IL

EL. + 24'-6"

EL. 0'-0"

GRADE LEVEL

THIRD LEVEL

EL. + 35'-6"

FOURTH LEVEL

T/COPING

EL. +52'-0"

B/ CEILING

T/COPING

EL. +6'-0"

T/COPING

EL. +59'-8"

8'-2

"

EL. + 44'-10"

4

7

22

1

2

8

15

222222

15

8

8

1

23

1

1

1

1

8

10

14

8'-2

"

3'-2

"

8'-2

"

3'-2

"

8'-2

"

3'-2

"

26 26 26

128

9

1

20'-0" TO C.J.23'-4" TO C.J.18'-4" TO C.J.

JUNCTION BOX FOR LIGHT FIXTURE, VERIFY LOCATION W/ OWNER, SEE ELECTRICAL.

MASONRY CONTROL JOINT W/ ELASTOMERIC EXT. GRADE SEALANT TO MATCH BRICK

STAINLESS STEEL ADDRESS NUMBERS

ALUMINUM COPING- COLOR TO MATCH WINDOWS

4" STONE COPING, RAKE & CAULK ALL JOINTS

8" HIGH CHAMFERED CAP STONE

UTLITY BRICK

ELEVATION KEYNOTES

ALUMINUM CLAD FASCIA

STONE SILL, PROJECT OUT 1/2", RAKE AND CAULK ALL JOINTS

4" HIGH STONE BAND, RECESS IN 1/2"

16" HIGH STONE

UTILITY BRICK SOLDIER COURSE PROJECT OUT 1/2"

UTILITY BRICK STACK BOND, PROJECT OUT 1/2"

UTILITY BRICK HEADER COURSE PROJECT OUT 1/2"

12x12 STONE MEDALLION

42" HIGH O.I. RAILINGS W/ 3/4" VERT PICKETS @ 4" O.C. TO RESIST 200LB CONCENTRATED LOAD INANY DIRECTION OR RAILINGS TO RESIST 50PLF VERTICAL AND HORIZONTAL LOADING ALONG TOP RAIL

WALL LOUVER SEE MECHANICAL

STONE BASE, (1) 12", (1) 8" AND 4" SILL

12" HIGH STONE HEADER, PROJECT OUT 1"

8" HIGH CHAMFERED STONE BAND/SILL, PROJECT OUT 1", RAKE AND CAULL ALL JOINTS AT SILL

ALUMINUM CLAD COLUMN TO MATCH WINDOW COLOR

12" HIGH STONE

STEEL CANOPY, PAINTED TO MATCH WINDOW COLOR

4" STONE CAP, PROJECT OUT 1"

CAST IN PLACE CONCRETE BALCONY

ALUMINUM SCUPPER AND DOWN SPOUT- COLOR TO MATCH WINDOWS

8" HIGH STONE

ALUMINUM GUTTER AND DOWN SPOUT- COLOR TO MATCH WINDOWS

STEEL FRAMED BALCONY- PAINT BLACK

GAS METER BANK

FROST PROOF SILL COCK

design studio

IIIIIIIIIII

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIIIIIIIIII

IIIIII

CHRISTOPHER G.BOEHM

001-010130

NEW 9 UNIT MASONRYBUILDING W/ GROUND FLOOR

COMMERCIAL ANDATTACHED PARKING

4805 N. CLAREMONT (RESIDENTIAL)2322,2324,2318 W. LAWRENCE

(COMMERCIAL)CHICAGO, IL