Portfolio2017 by Christopher Crawford

CRAWFORD

christopher s. crawford

table of contents

816.308.6846 crawarch@live.com linkedin.com/in/architechris

Studio 804 & Rockhill Assoc. // 1200 Penn

Pinsight Media Headquarters

Marathon Music Works

2501 Tracy Residence

Maple Woods Clinic

Tri-County Dayroom

Academic Work

axp hours progress

48%

studio 804 & rockhill assoc. // 1200 penn residence Project Information Type: Residence // New Construction Budget: $300,000 Size: 1600 sqft

Project Synopsis Designed and built by 18 Master of Architecture candidates within 9 months. Project uses reused materials, high efficiency fenestration, and green practices.

Studio 804 Awards 2016_LEED Platinum, USGBC, 1200 Pennsylvania Residence 2016_LEED Platinum, USGBC, the Forum at Marvin Hall 2016_Certified Passive House, Passive House Institute, NY House 2015_Wood Design Award, Canadian Wood Council, the Forum at Marvin Hall 2015_Best of 2015 Design Award, Architects Newspaper 2014_Architectizerâ&#x20AC;&#x2122;s A+ Awards & Jurorâ&#x20AC;&#x2122;s Choice, EcoHawks Research Facility >30 Awards and publications spanning 20 years

pinsight media headquarters Project Information Firm: HJM Architects Scope: Commercial // Tenant Improvement Occupancy: Business Budget: $2,000,000 Size: 13,700 sqft

Project Responsibilities • Represented space to client through various renderings. • Gathered and organized material specifications for finish schedule. • Reviewed ceiling product proposals to determine design and budget suitability. • Detailed standardized fabrication for casework and “floating” desk. • Evaluated casework shop drawings to ensure correct design delivery / constructibility.

1' - 0"

WOOD CEILING 3/4" = 1'-0"

ENERAL NOTES:

CEILING HEIGHTS ARE TO BE 8'-4" A.F.F UNLESS OTHERWISE NOTED.

4' - 4"

A104 FOR RCP LEGEND.

VIDE MANUALLY OPERATED ROLLER SHADES FOR ALL PERIMETER WINDOWS. R SHADE TO BE INSET IN WINDOW SYSTEM WITH VALANCE OR SHIELD TO WINDOW SYSTEM FINISH. PLEASE PROVIDE THE FOLLOWING OR EQUAL: R DOUGLAS RB 500 ROLLER SHADE WITH T SCREEN 9705 WITH KOOLBLACK OLOGY 5% OPENNESS.

4' - 4"

Sim

A302

MAIN STREET 16 ACT-3

RIVERFRONT MARKET 14 15

TRANSIT CORNER 10 M ACT-3

8' - 9"

A102

GYP - 1

1 EQ

RETURN AIR RE: MEP FOR LOCATION AND SIZE

LIGHT COVE

4" 3/

3/ 4"

9' - 0"

BLUFF VIEW 22

ELEVATOR LOBBY 35

Sim

4 A102

BLUE STUDIO 25

WOMENS 38

DINING ROOM 32

5 A302 8' - 11" A302

ACT-1

5 4" 3/

8' - 6" M

J 5

Sim

2' - 10 1/4"

ACT-4

A102

BREW 5

BLOCK ROOM 1 2 W

ACT-4

RECEPTION 29

BOTTLE 3

Sim

A102

ACT-2

CAN 2

BOULEVARD 6

GAME ROOM 30

9' - 2"

2' - 5 3/4" ACT-4

LIGHT COVE M

7' - 10 1/2"

COFFEE 4 ACT-4

ACT-4

KITCHEN 31

A102

W M

Sim

A102

Sim

ACT-5 KAUFFMAN 8

ACT-4 ROASTARIE 7

TYP.

A102

ELEVATOR LOBBY 35

LIGHT COVE

24' - 1"

7' - 5 1/2"

2' - 5 3/4"

2' - 10 1/4"

21' - 1"

2' - 10 1/2"

GYP - 1

A102

ACT-5

LIGHT COVE

LIVING ROOM 28

2X2 ACT CEILING ABOVE WOOD CEILING IN ELEVATOR LOBBY Sim

LIGHT COVE

TELCO 36

TRAIN YARD 20

ACT-2

SQUARE 19

3' -

EQ EQ

ACT-5

Sim

ACT-5

MENS 37

2 A102

A102

LIGHT COVE

ACT-2

ACT-3

TYP.

ACT-1

ACT-5

3/ 4"

AIRPORT 11

PAPER 18

Sim

YELLOW COPY 24

PEN 17

ACT-3

3' -

DUSTY BOOK 13 ACT-3

CORRIDOR 39

WINDOW BLINDS TYP. ALL PERIMETER WINDOWS RE: NOTE 6

ALL HANDS LOUNGE 33

GREEN STUDIO 27

2' - 5 3/4"

M101 FOR FINAL DIFFUSER LAYOUT.

MECH FOR OPERABLE DIFFUSERS. ME SHOWN IN ARCH RECP ARE TO BE BLANKS.

NT FLOOR STRUCTURE ABOVE PRIOR TO UTILITY INSTALLATION P-4.

ENTRY CLNG DTL. 5 STOREFRONT 3/4" = 1'-0"

TOILET ROOM LIGHT COVE 3/4" = 1'-0"

3' - 2"

LIGHT COVE DETAIL 3/4" = 1'-0"

5' - 10"

ACT CEILING RE: ROOM FINISH SCHEDULE

LED STRIP SHIELDED TO SHINE ON TILE WALL RE: LIGHTING SCHED.

1' - 8 1/2"

LIGHTS PER ELEC.

3 - 5/8" METAL STUDS

B.O. CEILING

GAP @ DRYWALL FOR RETURN AIR.

4 1/2"

STOREFRONT ENTRY TYP. TO BE 1 HOUR FIRE RATED RE: FIRE PROTECTION FOR MORE INFO.

7 3/4"

CLNG-1 - NORTH SOUTH DIRECTION

CLNG - 1- EAST WEST DIRECTION

1' - 4"

1' - 2"

B.O. GYP

P-1

8' - 6"

5/8" GYPSUM

8' - 0"

3' - 4 1/2" 5' - 10"

B.O. ACT

FLOOR REFLECTED CEILING PLAN 1 15th 1/8" = 1'-0"

13 6 A301

7520 WASHINGTON ST. KANSAS CITY, MO 64114 WWW.HJMARCH.COM

7' - 10" 4' - 1 3/4"

3' - 8 3/4"

1' - 6"

9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400

4' - 0"

7' - 9"

1' - 6"

PLAM-1 OPEN SHELVING

SS-1 COUNTERTOP PLAM-4 FULL OVERLAY CABINETS

2' - 0 1/2"

1' - 6"

WALL BASE

1' - 6"

1 1/2"

7' - 6" 1' - 6"

1' - 6"

1' - 9"

3' - 4" 1' - 3"

3' - 4"

PLAM-1 FIXED SHELVING.

DEPTH

PLAM FIXED SHELVING

ROOM OPEN SHELVING 15 BLOCK 1/2" = 1'-0"

2' - 0" 40T2_

OPEN

3' - 0"

2' - 10"

7' - 9"

7' - 8"

1 1/2"

WB-1 DEPTH

2' - 0" 32B12

COPY CASEWORK SOUTH 6 GREEN 1/2" = 1'-0"

DEPTH

2' - 0" 32B12

DEPTH

2' - 0" 32B12

DEPTH

2' - 0" 32B12

DEPTH

2' - 0" 32B_3S

DEPTH

PLAM - 4 FRONT AND BACK OF CABINET (BACK EXPOSED THROUGH GLASS) FRAME TO BE BLACK.

DEPTH

2' - 0" 34B2_

2' - 0" 34T2_

2' - 9"

2' - 6"

5' - 1 1/2"

PLAM - 3 FULL OVERLAY DRAWERS WITH BLACK WIRE PULLS

1 1/2"

2' - 0" 34B2_

2' - 0 1/4" SS-1 TURN DOWN SIDE TO FLOOR. MITER CORNERS CABINET BOX AND FRAME TO BE BLACK

SS-1

2' - 4 1/2"

1 1/2"

2' - 6"

PLAM - 2 FULL OVER LAY DRAWERS. LOWER CABINET BOX AND FRAME TO BE BLACK

BLOCK ROOM CASEWORK 1/2" = 1'-0"

1 1/2" 2' - 0"

CABINET BOX AND FRAME TO BE BLACK

2' - 6"

WB-1

3 10' - 6"

DEPTH

2' - 0" 34B_3S

2' - 6"

PLAM - 1 COUNTER TOP TO WRAP SIDES TO FLOOR. MITER CORNERS

DEPTH

WB-1

KITCHEN ISLAND - FRONT 1/2" = 1'-0" 2' - 0"

DEPTH

2' - 0" 34B_3S 2' - 0"

16' - 4 1/2" SS-1 COUNTER TOP TO WRAP SIDES TO FLOOR. MITER CORNERS

PLAM-2 FULL OVERLAY DOORS NO PULLS. NO INTERIOR SHELVES

2' - 0"

DEPTH

2' - 0" 34SB2

2' - 0"

- NORTH 4 KITCHEN 1/2" = 1'-0"

1 1/2"

CASEWORK FRAME AND INTERIOR TO BE BLACK

2' - 0"

DEPTH

2' - 0" 34B_3S

2' - 0"

REVISIONS

2' - 0" 40T2_

DEPTH

2' - 0" 34B_3S

2' - 0"

DATE

DEPTH

2' - 0" 34B_3S

1' - 3"

NUMBER

2' - 9 1/2"

DEPTH

2' - 0" 34B_3S

1' - 6"

1' - 6" SS-1

1 1/2"

CASEWORK FRAME EDGE TO BE BLACK TYP.

WB-1 DEPTH

2' - 0" 32B_3

DEPTH

2' - 0" 32B_3

DEPTH

2' - 0" 32B_3

COPY CASEWORK WEST 2 GREEN 1/2" = 1'-0"

5' - 2"

SS-1 MITER CORNER

1 1/2"

PLAM - 2 DRAWER FRONTS TO BE FULL OVERLAY TYP.

5' - 0 1/4" SS-1

1 1/2"

2' - 9"

DEPTH

MICRO.

1 1/2"

2' - 9"

DEPTH

PLAM - 2 FULL OVER LAY DOORS. UPPER CABINET BOX TO BE PLAM-1

DISHWASHER

WB-1

3' - 0"

2' - 9"

DEPTH

1100 MAIN STREET, SUITE 1500 KANSAS CITY, MO 64105

1' - 3" 30M2

2' - 10 1/2"

2' - 8 1/2"

DEPTH

2' - 2 1/4"

1' - 0"

10/14/2016 3:30:57 PM

DEPTH

1' - 3" 30M2

3' - 0"

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

8 1/4"

2' - 9"

SHELVES TO BE PLAM - 1

STORAGE SHELVES 13 SECURE 1/2" = 1'-0"

ICE

PLAM - 2

2' - 6"

DEPTH

2' - 6 1/2"

1 1/2"

2' - 4 1/4"

3' - 6" 6' - 2"

ADJUSTABLE SHELVES AND BRACKETS. COORDINATE WITH OWNER QUANTITY OF SHELVES.

2' - 6"

DEPTH

1' - 1" 36W1

WIRE PULLS BLACK FRAME AND INTERIOR OF BOX

2' - 9"

WB-1

8 1/2"

2' - 0"

1 1/2"

2' - 9"

2' - 10"

2' - 9"

KITCHEN - SOUTH 1/2" = 1'-0"

7' - 5 3/4" 3' - 0 1/2"

1' - 1" 36W2

T-4

2' - 4 1/2"

2' - 9"

CASEWORK FRAME TO BE BLACK

1 1/2"

3' - 0 1/2"

DEPTH

2' - 9"

1' - 3 1/4"

(3) WALL STANDARDS BLACK PROVIDE BLOCKING AS REQUIRED.

3' - 0"

DEPTH

1' - 1" 36W1

WATER

2' - 10 1/2"

1 1/2"

2' - 9" 1 1/2"

3' - 6"

SS - 1 COUNTER TOP TO WRAP SIDES TO FLOOR. MITER CORNERS

16' - 9"

1' - 0" 34B2_

2' - 0"

COFFEE

1 1/2" 1' - 6"

3/4" PLYWOOD WRAPPED IN STEEL ADHEARE TO FACE OF KNEE WALL

FRONT 9 RECEPTION 1/2" = 1'-0"

DEPTH

RECEPTION MEDIA WALL 1/2" = 1'-0"

1' - 1" 36W2

MICRO.

WB-1

8 1/2"

DEPTH

PINSIGHT MEDIA+

4" 4"

WB-1

4' - 0"

DEPTH

3' - 2"

2' - 4 1/2"

STEEL SHEET

2' - 6" 1' - 1" 36W2

WB-1

1/8" REVEALS PAINT BLACK.

3' - 0"

1 1/2" SS-1 TURN SIDE DOWN TO FLOOR. MITER CORNERS

P-2

P-3

PLAM - 1

TACK SURFACE

PLAM - 1

YARD - WEST 5 TRAIN 1/2" = 1'-0"

1 1/2"

1 1/2" 1' - 0"

10 1/2"

2' - 6"

7' - 2 1/2"

BACK 10 RECEPTION 1/2" = 1'-0"

SS-1

1' - 0" 34B2_

9" 28B2_ 2' - 3"

DESCRIPTION

- WEST ELEVATION 11 PANTRY 1/2" = 1'-0" 2 X WALL CLEAT FOR WORK SURFACE SUPPORT

SS-1

8' - 0"

2' - 0 1/2"

PLAM - 5 TBD

DEPTH

9" 28B2_ 3' - 0"

3' - 6"

KITCHEN SHELVING 12 OPEN 1/2" = 1'-0"

4' - 0"

PLAM - 5 TBD

DEPTH

9" 28B2_ 3' - 0" 10' - 10 1/4"

1 1/2"

4' - 0"

DEPTH

9" 28B2_ 2' - 3"

SS-1

DEPTH

2' - 0" 34B12

COPY CASEWORK 1 YELLOW 1/2" = 1'-0"

DEPTH

2' - 0" 34B_3S

WB-1

CONSTRUCTION SET DATE:

10/14/2016

PROJECT NO:

1615

CASEWORK ELEVATIONS

A203

LAN GENERAL NOTES:

A711

• • • •

8 5/8"

1' - 1 5/8" 2' - 4 3/4"

3' - 1 1/4"

MARATHON MUSIC WORKS 601 TRUMAN ROAD

KANSAS CITY, MO

148' - 3 5/16"

20' - 1"

REVISIONS

7' - 7"

DATE DESCRIPTION 1/3/2017 BUILDING DPT COMMENTS

15' - 6 11/16" 15' - 6 1/8"

2' - 2 1/16"

18' - 4 13/16"

A1 A1 A1

G3 32 257 SF

PERMIT SET DATE:

12/02/2016

PROJECT NO: 1 A114

13' - 6 1/2"

G4 33 268 SF

3-5/8" METAL STUD @ 16" O.C. TO HEIGHT NOTED. 5/8" TYPE "X" GYP. BD. EACH SIDE NO SOUND BATT INSUL. NON RATED

16' - 3 11/16" A1

STORAGE 24 1,348 SF

6' - 8 5/16"

WALL DESCRIPTION

G2 31 197 SF

A1 31

6 A114

CORRIDOR 17 1,644 SF

8' - 1 13/16"

7 1/4"

17' - 4 15/16"

WALL TYPE D TYPE

NUMBER 1

MENS TOILET 23 389 SF

TOILET/SHOWER 26 86 SF

G1 29 199 SF

9' - 11"

6' - 7"

JAN 25 103 SF A

FLOOR

WALL TYPE B

7' - 10 1/2"

4 A113 A

WOMENS TOILET 22 515 SF

27A

F.D.

BAR D 20 328 SF

METAL RUNNERS TOP AND BOTTOM

27B

TOILET 27 65 SF A1

24B

3" STEEL TUBE AS NECESSARY TO BRACE WALL TO L/360 METAL RUNNERS TOP AND BOTTOM

5' - 0"

3 5/8" METAL STUD @ 16" O.C.WITH HORIZ. BRACING, AS REQUIRED METAL STUD/HAT CHANNEL @ 16" O.C.

5' - 1"

5/8" GYP. BD. EACH SIDE

T - NEW BAR CONSTRUCTION

5' - 3" 5' - 9 5/16"

G5 28 297 SF

24A

5/8" GYP. BD. ON ROOM SIDE

SEATING 19 1,052 SF

LL - NEW RESTROOMS RE: ENLARGED PLANS C

TOP OF WALL RE: INTERIOR ELEVATIONS

28 A

5' - 0" 4' - 4 1/8" 4' - 0" 4' - 4 1/8"

CEILING HT. RE: RCP (WHERE REQ'D)

HANDWASHING 21 603 SF

4 A114

BOTTOM OF DECK RE: STRUCTURAL

24' - 7"

18' - 5" STAIR

T- STAGE CURTAIN HUNG ON EXISTING TRUSS.

123' - 0 11/16"

LL - INFILL ALL EXISTING UTILITY TRENCHES WITH CONCRETE.

15' - 8 13/16"

LL - FILL WITH CONCRETE EQUIPMENT TRENCH AND TRENCHES FOR BATHROOM PLUMBING IN SW CORNER ONLY.

T - SOUNDBOOTH SEPARATION

PAINTED CAP, 5/8" GYP. BD.

19' - 9" 16' - 0"

STAGE 16A 994 SF

A712 3

20' - 8"

14B 4

BOTTOM OF DECK RE: STRUCTURAL

2' - 11 1/2"

RAMP

6" METAL STUD @ 16" O.C. TO DECK ABOVE 5/8" TYPE "X" GYP. BD. EACH SIDE SOUND BATT INSULATION NON RATED

METAL STUD @ 16" O.C. TO 6" MIN. ABOVE CEILING 8" TYPE "X" GYP. BD. ONE SIDE RACE AS NECESSARY TO ACHIEVE L/360 DEFLECTION O SOUND BATT INSULATION ON RATED

2 A113

3 A113

SOUND BOOTH 18 229 SF

2 ROWS OF 3-5/8" METAL STUD @ 16" O.C. 6" MIN. ABOVE CEILING 5/8" TYPE "X" GYP. BD. EACH EXPOSED SIDE NO SOUND BATT INSULATION NON RATED

CORRIDOR 17 1,644 SF

STORAGE 15 208 SF

14' - 6"

A711

6" METAL STUD @ 16" O.C. TO DECK ABOVE 5/8" TYPE "X" GYP. BD. EACH SIDE NO SOUND BATT INSULATION NON RATED

DESCRIPTION

CATERING 14 338 SF

F.D.

BAR A 9 314 SF

7520 WASHINGTON ST. KANSAS CITY, MO 64114 WWW.HJMARCH.COM

14' - 8 3/16"

• • •

14A

T - STAGE RE: STRUCTURAL

WALL DESCRIPTION •

VESTIBULE 13 84 SF

LL - NEW EXTERIOR STEEL DOORS AND INFILL EXISTING WALL AS NEEDED.

BAR C 12 200 SF

5' - 6"

3-5/8" METAL STUD @ 16" O.C. TO DECK ABOVE 5/8" TYPE "X" GYP. BD. EACH SIDE SOUND BATT INSULATION NON RATED

T - NEW BAR CONSTRUCTION

F.D.

VENUE 16 4,779 SF 2

WALL TYPE C TYPE

09A

LL- EXISTING CURB TO REMAIN. NEW STOREFRONT TO BE BUILT ON EXISTING CURB. PATCH AND REPAIR CURB AS NEEDED.

T- CHAIN SECURITY CURTAIN

1 A113

16A

FLOOR

L DESCRIPTION

3 A114

11 15/16" LL - NEW FRAMING AND STUCCO EXTERIOR WALL

17B

F.D.

PER PLAN 1'-1" MAX.

3-5/8" METAL STUD @ 16" O.C. TO DECK ABOVE 5/8" TYPE "X" GYP. BD. EACH SIDE NO SOUND BATT INSULATION NON RATED

T- NEW SUPPORT COLUMN AND FOOTING RE: STRUCTURAL

LL - NEW STOREFRONT 2 RESTARAUNT 11 A711 1,301 SF

LL - REPAIR/REPLACE EXISTING STEEL DOOR

METAL RUNNERS TOP AND BOTTOM EACH SIDE

WALL TYPE A

17' - 7 5/8"

01A WOMEN 7 43 SF

METAL RUNNERS TOP AND BOTTOM

FLOOR

2' - 1 7/8"

LL - NEW FRAMING AND STUCCO EXTERIOR WALL

LL - NEW STOREFRONT ENTRY

3 5/8" METAL STUD @ 16" O.C. WITH HORIZ. BRACING, AS REQD

3 1/2" SOUND ATTENUATION BLANKETS (WHERE REQ'D)

16' - 0"

14' - 0"

5/8" GYP. BD. EACH SIDE 3 5/8" METAL STUD @ 16" O.C. WITH HORIZ. BRACING, AS REQUIRED.

4' - 0"

03B

B LL REPAIR/REPLACE STEEL OVERHEAD DOOR

16' - 0"

(6) TREADS @ 11"

CEILING HT. RE: RCP (WHERE REQ'D)

3' - 0"

14' - 11 13/16"

16B

6" MIN.

CEILING HT. RE: RCP (WHERE REQ'D) 5/8" GYP. BD. EACH SIDE

BAR B 3 413 SF 05

7' - 9 9/16"

TICKETS 8 94 SF

A711

MEN 6 45 SF

F.D.

MECH 5 65 SF BOTTOM OF DECK RE: STRUCTURAL

INSTALL FIRESAFING INSULATION TO SEAL TOP OF WALL (RATED WALLS ONLY)

8 15' - 10 3/4"

19' - 4 3/16"

03A

ENTRY 1 313 SF

02B

03C

STOR 4 62 SF

1' - 2 5/16" 10' - 4 15/16" W1

9' - 4"

LL-NEW FRAMING W/ STUCCO FINISH PATIO 2 880 SF

LINE OF STAIR AND LANDING ABOVE

BOTTOM OF DECK RE: STRUCTURAL DEEP LEG DEFLECTION/ SLIP TRACK

02A

T- NEW SUPPORT COLUMN AND FOOTING RE: STRUCTURAL

20' - 2"

T- NEW STAIR RE: STRUCTURAL

21' - 7 3/4"

1 A720

16' - 0"

9' - 4"

10' - 4"

20' - 2"

1' - 8"

1' - 6" LL - NEW RAILING AT PATIO RE:A720 FOR RAILING DTL.

10' - 4"

A.4

19' - 1 1/2" LL - NEW STOREFRONT ENTRY

1' - 0"

6 59' - 5 3/8"

18' - 10"

2' - 11"

A720

3 127' - 9"

01B

12' - 6"

A.8

4.1

19' - 1 5/16" 18' - 10"

A712

34' - 3 1/2" 15' - 5"

3' - 1 1/4"

A.9

3 3.1

17A

T- SWING GATE TO REMAIN UNLOCKED DURRING BUSINESS HOURS. 2' - 11"

1 1.2

ET G0.01 FOR ADDITIONAL GENERAL NOTES THAT ARE

HOWN ON THE FLOOR PLAN ARE TO THE FACE OF GYP. BOARD RID LINES, UNLESS NOTED OTHERWISE (U.N.O.) ICKNESSES ARE NOMINAL DIMENSIONS, NOT ACTUAL LL STUD WALL THICKNESSES ARE 5 INCHES, UNLESS OTHERWISE. S NOT LOCATED BY DIMENSION SHALL BE CENTERED IN WALL CATED 4 INCHES FROM FINISH WALL TO FINISH JAMB, ALWAYS MUM OF 18" FROM THE PULL SIDE OF THE DOOR TO THE WALL.

19' - 5 1/16"

1/8" = 1'-0"

NORTH

marathon music works

Project Information Firm: HJM Architects Scope of Work: Commercial // Tenant Improvement Occupancy: Assembly & Business Size: 17,500 sqft

1613

18' - 0"

FLOOR PLAN

S3 S4

FIRST FLOOR

4 1/2"

A111

Project Responsibilities • Measured and documented existing structure and space. • Translated as built drawings into 3D model. • Resolved fire code, egress issue with minimal impact to design. • Performed code review for occupancy load and plumbing fixture count. • Optimized restroom layout for size and fixture count.

T-FLOOR SHEATHING RE: STRUCTURAL

21' - 2"

5' - 3 1/8"

5' - 9 7/8"

T - ADA ACCESSIBLE SINK FIXTURES PROVIDED BY TENANT.

13 11

NORTH

31' - 8 1/4"

3' - 1"

161'

- 6"

12 19

1' - 10 7/16"

12 B

REVISIONS

14 11

15 17

12 16

15 18

TOILET/SHOWER 26 86 SF T - HC ACCESSIBLE SHOWER WITH SEAT AND GRAB BARS.

4 15/16" 2' - 11 1/16" 4 7/8"

15 17 15

TOILET/SHOWER S3 26 86 SF T - HC ACCESSIBLE SHOWER WITH SEAT AND GRAB BARS.

7' - 7 7/16"

NORTH

12/02/2016

PROJECT NO:

1613

ENLARGED RESTROOM PLANS B

A114

T- REMOVE EXISTING DOOR PATCH AND REPAIR WALL TO ACCEPT NEW DOOR

14 MEN 6 45 SF 12

PERMIT SET DATE:

3 FRONT 1/4" = 1

DATE 1/3/2017

3' - 1" 4' - 10"

27A

1' - 3 1/16"

T - MOP SINK

NUMBER 1

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

T - MOP SINK

27B

7' - 6"

1' - 6"

1' - 9" 3' - 1"

2' - 6"

4 7/8"3' - 1 1/8"4 7/8"

1' - 5 7/16" 3' - 1"

1' - 11 13/16"

7' - 7 7/16"

2' - 6"

8' - 6 1/8"

3' - 1"

5' - 4 9/16"

4' - 10"

TOILET 27 65 SF

14 11

PLAN G-ROOM 6 JAN/TOILET 1/4" = 1'-0"

2' - 6"

2' - 0"

3' - 1"

MAIN RESTROOM PLAN 1/4" = 1'-0"

4' - 10"

3' - 1"

5' - 3"

2' - 1"

1' - 5"

14 17

16 14

5' - 0"

3' - 1"

4 7/8"

T-PLAM COUNTER TOP @ 36" A.F.F.

4' - 10 5/8"

21' - 6 7/16"

8' - 1 11/16"

1' - 0"

EXISTING CH AND LL TO W DOOR

2' - 6"

1/4/2017 4:05:27 PM

3' - 1"

1' - 7"

5' - 1" 3' - 1" 1' - 6 1/16"

EXISTING CH AND LL TO W DOOR

13 10' - 5 11/16"

3' - 1"

49' - 11 15/16"

5 7/16" 3' - 6 5/8" 4 7/8"

4 7/8"

1' - 4 3/4"

1' - 6"

5' - 10 1/8"

1-3/4" X3'9-1/4" 1' - 4 3/16"T-(2) 3' - 8 1/8" - 8 1/8" LVL3' - 8 1/8" RE: STRUCTURAL

1' - 3" 1' - 3"4' - 5" 5' - 5 1/2"

5' - 6"

4' - 7"

12 2' - 3 15/16" 1' - 4 5/8" 3' - 8 1/8"

2' - 0"

KANSAS CITY, MO

4 7/8"

T-4X6 POSTS RE: STRUCTURAL

TOILET 27 65 SF

1' - 3 1/16"

16 1' - 6"

5' - 3 1/8"

9' - 6 1/8"

1' - 0 1/4"

STAIR SECTION '-0"

12' - 8"

4 7/8"3' - 1 1/8"4 7/8"

5' - 0"

9' - 6 1/8"

T-WOOD-FRAMED STAIRS RE:27B STRUCTURAL

27A

T-2X12 JOISTS RE: STRUCTURAL

8' - 6 1/8"

4' - 0"

T - PROVIDE XCELERATOR HAND DRYERS, SINK FIXTURES, SOAP, GRAB BARS, SANITARY NAPKIN DISPOSAL, TRASH RECEPTACLES, AND MIRRORS AS INDICATED THIS PLAN.

5' - 4 9/16"

6" MTL STUD FURRING AT PERIMETER TO ABOVE CEILING. 6" REQUIRED FOR GAS PIPING ROUTE TO ABOVE CEILING

RTH

LL - PROVIDE EPOXY PAINTED DRYWALL PER: CITY OF KC REQUIREMENTS FOR SCRUBABLY SURFACES IN RESTROOMS. SEALED CONCRETE FLOORS, ALL PLUMBING FIXTURES, LIGHTS AND REQUIRED TOILET PARTITIONS WITH TOILET PAPER DISPENSERS ONLY. FOR THIS RESTROOM ONLY.

MARATHON MUSIC WORKS 601 TRUMAN ROAD

7' - 7 7/16"

NORTH

DESCRIPTION BUILDING DPT COMMENTS

RESTROOM PLAN 2 MEZZANINE 1/4" = 1'-0"

11 19

WOMEN 7 43 SF

T- REMOVE EXISTING DOOR PATCH AND REPAIR WALL TO ACCEPT NEW DOOR

17 18

1.2

3 3.1

4 4.1

A.9 A.8 A.4 12.5 36 81 240

ROOF TOP DECK 109 49 OCC 740 SF

MECHANICAL ROOM WOMENS 106 105 83 SF 1 OCC 75 SF

OCCUPANCY / EXIT PLAN 2 MEZZANINE 3/32" = 1'-0"

CODE ANALYSIS:

A.8

2012 International Building Code 2012 Uniform Plumbing Code 2012 International Mechanical Code 2011 National Electrical Code 2012 International Fuel Gas Code 2012 International Energy Conservation Code ICC/ANSI-A117.1 Providing Accessibility and for Physically Handicapped People, 2009

Construction Type: PRIMARY USE GROUP :

41 42 280 280

F.E.

RESTARAUNT 11 1,301 SF 87 OCC

ENTRY 1 313 SF

MEN 6 45 SF

BAR B 3 325 SF 2 OCC

WOMEN 7 43 SF

OCCUPANCY

Type III â&#x20AC;&#x201C; B A-2

81 occ.

VESTIBULE 13 84 SF BAR A 9 314 SF 2 OCC

10' - 0" 41 120 500 800

41 96 91 640

BAR C 12 200 SF

1 OCC

F.E.

CATERING 14 338 SF 2 OCC

STORAGE 15 208 SF 1 OCC

156'-0" TRAVEL DISTANCE

ASSEMBLY SEATED = 15 / OCC

YES

Exits Required: 4 EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED FROM ANY SPACE WITH AN OCCUPANT LOAD GREATER THAN 1000 Exits Provided:

STOR 4 62 SF 1 OCC MECH 5 65 SF 1 OCC

Allowable sq ftg = 9,500, 2 story (Area increase required 300%) = 28,500 sqft Automatic Sprinklers:

TICKETS 8 94 SF 1 OCC

PATIO 2 880 SF 59 OCC

Use and Occupancy Classification: A-2 SEATED = 4750 SQFT / 15 OCC = 317 OCC A-2 STANDING = 4490 SQFT / 5 OCC = 898 OCC B = 1530 SQFT / 100 OCC = 15 OCC BAR/KITCHEN = 1743 SQFT / 200OCC = 9 OCC STORAGE/MECHANICAL = 1851 SQFT / 300 OCC = 6 OCC CORRIDOR = 1420 SQFT / 0OCC = 0OCC TOILETS = 1360 SQFT / 0OCC = 0 OCC TOTAL SQFT: 17,572 SQFT = 1,273 OCC

37 72 291 480

81 occ.

A.4

[Note: Project Owner And Design Professional are responsible for compliance to the Federal Americans with Disabilities Act (ADA)]

4.1 37 72 290 480

54 72 360 480

A.9

All Applicable Codes: All Work Under This Contract Shall Comply With The Provisions Of The Specifications And Drawings, and Shall Satisfy All Applicable Codes, Ordinances And Regulations Of All Governing Bodies Involved. All Permits and Licenses Necessary For The Proper Executions Of The Work Shall Be Secured And Paid For By The Contractor Involved. Applicable Codes Include But Are Not Limited To The Following: Applicable Building Code: Applicable Plumbing Code: Applicable Mechanical Code: Applicable Electrical Code: Applicable Gas Code: Applicable Energy Code: Accessible Code: Usability Edition

3.1

KANSAS CITY, MO

1.2

T- DOUBLE SWING GATE TO REMAIN UNLOCKED DURRING BUSINESS HOURS.

MARATHON MUSIC WORKS 601 TRUMAN ROAD

CITY OF KANSAS CITY, MISSOURI

ASSEMBLY STANDING = 5 / OCC

VENUE 16 4,779 SF

956 OCC

36 36 240 240

ENTRY 0 / OCC

F.E.

KITCHEN/BAR = 200 / OCC STAGE = 15 / OCC

STORAGE = 300 / OCC TOILETS = 0 / OCC

SOUND BOOTH 18 229 SF 2 OCC

E " NC '-4 TA 97 DIS CE 8" AN 4'- T 19 DIS 2 1/

BUSINESS = 100 / OCC

REQUIRE FIRE RATING: III-B PRIMARY STRUCTURAL FRAME - 0HR BEARING WALLS EXTERIOR - 2HR INTERIOR - 0HR NON BEARING WALLS AND PARTITIONS - 0HR FLOOR CONSTRUCTION - 0HR ROOF CONSTRUCTION - 0 HR

STAGE 16A 994 SF 66 OCC

F.E.

F.E. = FIRE EXTINGUISHER LOATIONS

LAVATORIES REQUIRED

MEN

WOMEN

MEN

WOMEN

637

OCCUPANCY A-2: 1 WC PER 40 MALE OCC. 1 WC PER 40 FEMALE OCC. 1 LAV PER 75 OCC.

WATER CLOSETS REQUIRED

WOMEN

637

WATER CLOSETS PROVIDED

NOTES:

MEN

WOMEN

MEN

WOMEN

10 (+ 9 URINALS)

5' - 0"

BAR D 20 2 OCC 328 SF

F.E.

LAVATORIES PROVIDED

WOMENS TOILET 22 515 SF

G1 29 199 SF 2 OCC

TOILET 27 65 SF

JAN TOILET/SHOWER 25 26 103 SF 86 SF CORRIDOR 17 1,644 SF

G2 31 197 SF 2 OCC

PERMIT SET

F.E.

DATE:

MENS TOILET 23 389 SF

STORAGE 24 1,348 SF 4 OCC

199'-0"

2/15/2017 8:17:36 PM

G5 28 297 SF 3 OCC

NUMBER 1 2

OCCUPANTS NSPC 7.21 2(b) MEN

5' - 1"

USE **ABOVEOCCUPANT COUNT = 1273 TOTAL**

SEATING 19 1,052 SF 70 OCC

HANDWASHING 21 603 SF

PLUMBING FIXTURE COUNT

G4 33 268 SF 3 OCC

G3 32 257 SF 3 OCC

/ EXIT PLAN 1 OCCUPANCY 3/32" = 1'-0"

NORTH

12/02/2

PROJECT NO:

LIFE SAFETY FLOOR PLAN

SE 1

TENANT FIT OUT

JURISDICTION:

NORTH

REVISIONS

SCOPE OF WORK:

MENS 104 75 SF

F.E.

DATE DESCRIPTION 1/3/2017 BUILDING DPT COMMENTS 1/12/2017 ADD. BUILDING DPT COMMENTS 1/17/2017 BLDG. DPT. CLEARIFICATION

601 E. TRUMAN ROAD KANSAS CITY, MISSOURI

BAR 102 146 SF 1 OCC

26.4 32 176 213

PROJECT ADDRESS:

VIP LOUNGE 101 1,144 SF 77 OCC

CORIDOR 103 245 SF

F.E.

12.5 36 81 240

7520 WASHINGTON ST KANSAS CITY, MO 6411 WWW.HJMARCH.COM

167'-0" TO FIRST FLOOR + 58'-0" TO EXIT = 225'

103'-0" TRAVEL DISTANCE

G111

2501 tracy residence

Project Information Firm: HJM Architects Scope of Work: Residential // New Construction Occupancy: Single Family Residential Size: 6,900 sqft

Project Responsibilities • Incorporated site survey into 3D Revit model. • Performed code review on setbacks to determine area of construction. • Assisted with developing roof line designs for project lead approval. • Aided in implementing schematic drawings into 3D model.

GARAGE

CLOSET

DECK

MASTER BEDROOM

MASTER BATH

MUDROOM

LAUNDRY

BEDROOM

CLOSET

BATH

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

BEDROOM

BATH

CLOSET

BEDROOM

STUCCOPAINTED DK GRAY

WINDOW SCHEDULE MARK 1 2 3 4 5 6

HEIGHT 4' - 0" 2' - 6" 5' - 0" 2' - 6" 6' - 0" 2' - 0"

WIDTH 3' - 0" 5' - 0" 2' - 8" 7' - 0" 3' - 0" 3' - 0"

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

A3.11 OPERATION

REVISIONS

EXTERIOR ELEVATION MATERIALS

1/8" = 1'-0"

DESCRIPTION ARC REVISIONS

1/8" = 1'-0"

W ELEVATION

CASEMENT FIXED FIXED FIXED CASEMENT CASEMENT

3' - 10" 4' - 0" 3' - 10"

BRICK - PAINT DK GRAY

2' - 6" X 7' - 0" CORTEN METAL PANEL RAIN SCREEN

1 3' - 10"

VERTICLE WOOD SIDINGNATURAL CLEAR FINISH OIL BASED SEALANT WITH UV PROTECTANT.

2' - 0"

3' - 0"

9' - 2"

3' - 10"

DATE 2/6/2017

SOUTH SECTION

NUMBER 1

= 1'-0"

4' - 6"

AST ELEVATION

ARC SUBMISSION 8' - 3"

DATE: PROJECT NO:

8' - 11 1/2"

12/30/16 1635

EXTERIOR ELEVATIONS/ SECTIONS

2/8/2017 5:58:29 PM

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

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

EAST ELEVATION

A2.11

1/8" = 1'-0"

N ELEV 1/8" = 1'-0"

WHITE

•

_WATER

_DRAIN

PURCHASED BY:

INSTALLED BY:

TENANT TENANT TENANT TENANT TENANT TENANT TENANT TENANT TENANT TENANT TENANT

CONTRACTOR CONTRACTOR CONTRACTOR TENANT CONTRACTOR TENANT TENANT TENANT TENANT TENANT TENANT

TENANT

No No

TENANT

INFILL, PATCH AND PAINT TO MATCH ADJ. WALLS.

AREA NOT IN CONTRACT

EXISTING DOOR TO REMAIN

" -0

No No No No No No No No No No No

3100 NE 83rd STREET KANSAS CITY, MO 64119

COMM

MAPLE WOODS CLINIC

MATCH ADJACENT WALL MATCH EXISTING

NON RATED

WALL TYPE A 1" = 1'-0"

-6

SHOT RM 1142

15 3

INFILL, PATCH AND PAINT TO MATCH ADJ. WALLS.

2 A311

6 7 8

LAB 1144 17

EXAM 2 1140B

RE S 10

-4

1140 A311

A311 1

EXAM 1 1140A

WAITING

" 1/2

2' - 0"

4' - 6 3/4"

" -1

1140A 5

A311

" -0

9 13

9' " -8

-4

A311

EXISTING TO REMAIN

1143

IT CLOSET 1140C

MA / RECEPT. 1140

OFFICE 1143

13 A311

A311

EXISTING DOOR TO REMAIN

REVISIONS

DATE

16 3

NUMBER

O C H U

4 N IG AL

1144

1140B

3 1 1 2 2

" -6

HARDWARE

DESCRIPTION

WHITE WHITE

PERMIT SET DATE:

BOOKCASE

maple woods clinic Project Information Firm: HJM Architects Scope of Work: Clinic Remodel Size: 800 sqft

PLAN 1 FLOOR 3/8" = 1'-0"

'10

EXISTING TO REMAIN

11.28.16

PROJECT NO: 9'

-4

1631

FLOOR PLAN

A111

Project Responsibilities • Coordinated with client for necessary equipment. • Designed and detailed reception desk. • Developed options for potential room layout for project lead approval. • Collaborated with engineering consultant for project revisions.

SECTION - TYPE W1,W2,W3 11 CASEWORK 3/4" = 1'-0"

CASEWORK SECTION - TYPE WS1 3/4" = 1'-0"

2' - 2 1/2"

1' - 0"

PLAM-1

BASE

10" 10"

FILE

2' - 8"

ALIGN

FILE

1 1/2"

WB-1

SECTION - TYPE BD3 13 3/4" = 1'-0" 9 CASEWORK 3/4" = 1'-0"

1 1/2"

PLAM-1

WB-1

PLAM-2

2' - 0"

DEPTH

1' - 6" 34B3 2' - 0"

WB-1

DEPTH

1' - 6" 28B_2 2' - 0"

EXAM - NW 1/4" = 1'-0"

REVISIONS

1' - 6" 34SB1

1' - 6"

2' - 0"

DEPTH

1' - 3" 30W2

1' - 3" 18W2

1' - 4"

FILLER PANEL

P-1

VALANCE - UNDER CABINET LIGHTS

P-1

1' - 6"

2' - 8"

3' - 0"

7' - 0"

P-1

COUNTER TOP SUPPORT BRACKETS 3 MAX. 4'-0" O.C. 16

PLAM-1 DEPTH

1 1

PLAM-1

2' - 8"

1' - 4"

2' - 0"

1' - 3" 30W1

1' - 4"

CORK TACK SURFACE

2 1

COUNTER TOP SUPPORT BRACKETS MAX. 4'-0" O.C. FILLER PANEL

EPTION - NW = 1'-0" EXAM - NE 1/4" = 1'-0"

A311 P-1

2' - 1"

COUNTER TOP SUPPORT PLAM-1 BRACKETS PLAM-2 MAX. 4'-0" O.C.

DESCRIPTION

2' - 8"

8' - 9"

2' - 1"

PLAM-2 WORK SURFACE

A311

8 4

WB-1

PLAM-2

REVEAL - RE: ELEV. FOR DIMS. P-1 REVEAL - RE: ELEV. FOR DIMS. WB-1 DEPTH 2' - 0" 34B3

2' - 2"

- DESK SECTION - NW 8 RECEPTION 3/4" = 1'-0" 2 LAB 1/4" = 1'-0" 1' - 6"

RECEPTION - DESK SECTION TE

1' - 9"

1' - 3" 24W2

3' - 6"

1' - 3" 18W2

4' - 0"

2' - 0"

DEPTH

10"

2' - 0"

COUNTER TOP SUPPORT BRACKETS MAX. 4'-0" O.C.

- CABINET SECTION - NW 13 RECEPTION 6 RECEPTION 3/4" = 1'-0" 1/2" = 1'-0"

PENDANT LIGHTS TBD.

DEPTH

WB-1

RECEPTION - CABINET SECTION

EWORK SECTION - TYPE S1 = 1'-0" RECEPTION - SE 1/2" = 1'-0"

PLAM-2

1' - 4"

ALIGN

1' - 4" 1' - 4"

PLAM-2

BASE

1' - 4"

EQ.

BLOCKING

3' - 6"

2' - 2"

BLOCKING

CORK TACK SURFACE COUNTER TOP SUPPORT BRACKETS MAX. 4'-0" O.C. PLAM-2 CORK TACK SURFACE

3100 NE 83rd STREET KANSAS CITY, MO 64119

P-LAM PLAM-2 PLAM-2 CABINET

1' - 0"

8 A311

FILE

4" 1' - 0"

EQ.

PER ELEVATION

P-LAM CABINET

A311

WIRE PULL TYP.

2' - 2"

3' - 6"

BLOCKING WIRE PULL

1 1/2"

3 7/8"

2X4 WOOD BLOCKING

2' - 2"

P-LAM COUNTER TOP

3' - 6"

1 1/2"

3 7/8"

PENDANT LIGHT TBD

PER ELEVATION

3' - 6"

P-LAM BACKSPLASH

P-LAM COUNTER TOP

1' - 0"

2X4 WOOD BLOCKING PLAM-1

MAPLE WOODS CLINIC

P-1

1' - 4"

P-1

PER ELEVATION

COUNTER TOP SUPPORT BRACKETS MAX. 4'-0" O.C.

2' - 2 1/2"

PER ELEVATION

1' - 9"

PLAM-1

ASH

SECTION - TY 10 CASEWORK 3/4" = 1'-0"

1' - 6"

WB-1

DEPTH

2' - 0" 34B3

2' - 0" 34SB2

2' - 0"

CARPET TILE

RELOCATED REFRIGERATORS

A2.01 REMOVE EXISTING PARTITION. CAP AND REMOVE ANY ELECT. OR PLUMBING

OVEN

2' - 6"

2' - 6" 5' - 0"

11 A2.01

7' - 9 1/2"

DATE

SINGLE BOWL DEEP SINK

MICROWAVE ABOVE COUNTER COFFEE MAKERS

10 1/2"

REMOVE EXISTING CASEWORK. COORDINATE W/ OWNER ANY ITEMS TO BE SALVAGED OR REUSED.

NUMBER

5 A2.01

1' - 6"

4' - 1 1/2"

DAYROOM 1132/1133 296 SF

2 3' - 6"

A2.01

REUSE EXISTING REF.

HAND SINK 1' - 4 1/2"

4 REPLACE EXISTING VCT WITH NEW LVT. TO MATCH FROM LOBBY

10' - 11"

A2.01

2' - 1" 4' - 0"

10' - 2 1/2"

FUR OUT EXISTING COLUMN

HC ACCESIBLE 36" COOK TOP

A2.01

7' - 6"

EXISTING CARPET TO REMAIN.

1/4" = 1'-0"

REVISIONS

30" DOUBLE WALL OVEN

PATCH & REPAIR GWB TO MATCH

TRAINING ROOM FLOOR PLAN

DESCRIPTION

3' - 10"

PER

WATER/ICE MACHINE

DATE:

EXISTING CARPET TO REMAIN.

5' - 0"

RECYCLE CENTER (3) 23G BINS

2 DAYROOM FLOOR PLAN 1/4" = 1'-0"

tri-county day room // learning kitchen Project Information Firm: HJM Architects Scope of Work: Renovation of Existing Training Kitchen Occupancy: Education Size: 800 sqft

DAYROOM DEMOLITION PLAN 1/4" = 1'-0"

Project Responsibilities • Influenced overall layout of casework. • Represented design to client through 3D rendering. • Detailed casework and wall sections. • Specified appliances for use in project.

PROJECT

FLO

1/4" = 1'-0"

1/4" = 1'-0" 12

2' - 0"

DEPTH 2' - 0"

18B_4

33B_4

34B_4

10 1/2"

2' - 9"

1 1/2"

DEPTH 1' - 3"

12W1

39W2

18W1

30MW

CASEWORK LEGEND

DEPTH 1' - 3"

12W1

39W2

18W1

30MW

MICRO.

3' - 10 1/2"

34B2_1'

3' - 0"

DAYROOM - EAST

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

2' - 0"

1' - 6" 1/2"

CABINET TYPE9' - 1"

5' - 4"

# OF DRAWER # OF DOORS

NEW HC. ACCESSIBLE DISHWASHERS

DEPTH 2' - 0" 34B2_

34B2_

2' - 10"

7' - 10"

1' - 7"

2' - 10"

11"

7" 3' - 9"

2' - 6" 2' - 10"

MICRO.

DAYROOM - ISLAND NORTH 1/4" = 1'-0" DAYROOM - EAST 3' - 0"

3' - 10 1/2"

3' - 0"

1' - 6"

1/4" = 1'-0"

A2.01

2' - 6"

2' - 0"

DEPTH 1' - 3"

30W2

20W2

3' - 2" RANGE HOOD

2' - 0"

3' - 0"

DEPTH 1' - 3"

20W2

4' - 6"

7' - 10"

2' - 10"

1' - 7"

3' - 9"

2' - 6"

34B2_

MICRO.

2' - 8"

SOFFIT AT ISLAND

DEPTH 2' - 0"

WIDTH

DEPTH 1' - 3"

30W11

5' - 6" 3' - 9"

1' - 7 1/2"

DEPTH 1' - 3"

DEPTH 2' - 0"

SOFFIT AT ISLAND

3' - 6"

2' - 6"

3' - 4 1/2"

2' - 6"

11"

1' - 6"

DEPTH 1' - 3"

2' - 10"

DEPTH 1' - 3"

DEPTH 2' - 0"

2' - 0"

7" 3' - 6"

DEPTH 1' - 3"

VIDEO DISPLAY

5' - 6"

2' - 9"

2' - 10"

1' - 10"

DEPTH 1' - 3"

1' - 10"

5' - 0"

1/4" = 1'-0"

3' - 0"

2' - 6"

1' - 10"

2' - 9"

2' - 10"

24B_4

6' - 8"

33B_4

DEPTH 2' - 0"

1' - 6"

3' - 3"

2' - 6"

3' - 6"

6' - 8" 3' - 6"

7' - 10"

2' - 10"

DEPTH 1' - 6"

DAYROOM - ISLAND SOUTH 1/4" = 1'-0" DAYROOM - SOUTH

1' - 0"

1' - 6"

4' - 4" 7' - 10"

DEPTH 1' - 6"

6' - 0"

6 3

3' - 3"

2' - 10"

2' - 1"

12 A2.01

1' - 0"

RANGE HOOD 1' - 7 1/2"

A2.01 11"

11"

NEW SOFFIT AT ISLAND

A2.01

NEW HC. ACCESSIBLE DISHWASHERSWALL BASE 10" 5' - 0"

2' - 6"

DEPTH 2' - 0"

34B11

34B_4

2' - 0"

3' - 0 1/2"

2' - 0"

DAYROOM - NORTH

WALL BASE TO MATCH EXISTING DEPTH 2' - 0" 34B11

2' - 3"

2' - 10"

timber tower & secret chord Project Information Occupancy: Business // Multi-residential Focus: Use of heavy timber for majority of structure. Project Synopsis Concept of the project was to create a multi-use building that incorporated green building techniques, a public space, and utilized heavy timber. We were instructed to create details and sections of all typical details. The project uses cross-laminated floors and LVL beams for main structural elements. Corten metal panels wrap the building on all sides, except where the residentâ&#x20AC;&#x2122;s balconies are located. Apartment sizes ranged from 600sqft to a 1,500sqft penthouse.

kansas city, ks community center Project Information Occupancy: Assembly // Business Focus: Re-imagine existing community center to draw in more users. Project Synopsis Two buildings hug a social space that steps down towards a nearby lake. A trellis spans between the buildings acting as a physical and visual bridge. Spaces are organized by use, with one building housing all workout related activities and the other housing all educational spaces. The social space ties the two buildings together with views into each building and creation of a central presence.

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