Professional Portfolio

CARL STANBRO

WORK SAMPLES

Page 2-3

Together - Unity Plaza

Page 4

Sacks Fifth Ave Windows

Page 5-6

Radial Feature Stair 1

Page 7

Adams Street Library

Page 8

Alliance Theater

Page 9-10

Feature Wall

Page 11

Peptide Sculpture

Page 12-13

Cafeteria Banquettes

Page 14

Radial Feature Stair 2

Page 15

Grasshopper | Evolutionary Solver

1

Unity Plaza - Together

60'-11 13 16"

4 BESTOBELL RD. TORONTO, ON. CANAD WWW.EVENTSCAPE.COM P. 416.231.8855 F

THE CONTENT OF THIS DRAWING IS COPYRIGHT AND PRO REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROH

11 58'-7 16 "

CLIENT:

CAPITAL IMPROVEMENT B MANAGERS OF MARION C

Lead Designer on sculpture for the Indianapolis Pacers new plaza. A rotated pentagon cross section formed faceted faces following the path of an arch. Two illuminated pentagon limestone state crests sit at the top of each arm. Accent lighting at the base.

Materials: Stainless Steel #7, Stainless Steel #8, Indiana Limestone, Structural Steel 7 21 16

A

15 13 16

1 17 16

11 22 16

3

100 SOUTH CAPITAL AVENUE INDIANOPOLIS, IN USA 46225

PROJECT:

FIELDHOUSE EXPANSION P

A

2

202

202

SCOPE:

TOGETHER

VERTICAL DATUM LINE ESTABLISHED BY SURVEYOR

2

PLAN

200

SCALE: 1/4"=1'-0"

ISSUE

60'-11 13 16" OPP.

1

1

202

202

2 4

DESCRIPTION ISSUED

2

11 58'-7 16 "

201

REV. A

201 4

OPP.

202

202

26'-8 41"

26'-8 41"

4 BESTOBELL RD. TORONTO, ON. CANADA WWW.EVENTSCAPE.COM P. 416.231.8855 F.

22'-9 13 16"

THE CONTENT OF THIS DRAWING IS COPYRIGHT AND PROP REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIB

SHORING TOWERS BY OTHERS OPP.

4'-0"

1

CLIENT:

201

CAPITAL IMPROVEMENT BO MANAGERS OF MARION C

1

CL OF SHORING TOWER

201

11 20'-9 16 " 68'-4 13 16"

3 15'-9 16 "

N

1 15'-9 16 "

100 SOUTH CAPITAL AVENUE INDIANOPOLIS, IN USA 46225

4'-0"

B

B 1

A

20 3 41

A

2 41

21 41

PROJECT:

FIELDHOUSE EXPANSION PR

2

SHEET TITLE:

301 2

FACE OF CONCRETE

PLAN/ELEVATION LARGE TRUSS

FACE OF CONCRETE

301

PROJECT MANAGER: SCOPE: DRAWN BY:

HORIZONTAL DATUM LINE ESTABLISHED BY SURVEYOR

A PHAN

C STANB

TOGETHER

UNITS:

INC

SCALE (UNLESS NOTED):

VERTICAL DATUM LINE ESTABLISHED BY SURVEYOR

1

ELEVATION

200

SCALE: 1/4"=1'-0"

2

PLAN

300

SCALE: 1/4"=1'-0"

JOB NUMBER:

7 22'-2 16 "

OPP.

200

ISSUE

20'-9 85 "

INITIAL RENDERING

AS NO

DRAWING

3835

2

2

301

301

1

REV.

DESCRIPTION

A

ISSUED

1 301 OPP.

301

4 BESTOBELL RD. TORONTO, ON. CAN WWW.EVENTSCAPE.COM P. 416.231.885

4 BESTOBELL RD. TORONTO, ON. CANADA M8W 4H3 WWW.EVENTSCAPE.COM P. 416.231.8855 F. 416.231.7225

1 29'-9 16 "

THE CONTENT OF THIS DRAWING IS COPYRIGHT AND PROPERTY OF EVENTSCAPE INC. REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED. © COPYRIGHT 2022.

THE CONTENT OF THIS DRAWING IS COPYRIGHT AND P REPRODUCTION WITHOUT WRITTEN PERMISSION IS PR

32'-0 87 "

CLIENT:

CAPITAL IMPROVEMENT MANAGERS OF MARION

N

CLIENT:

SHORING TOWERS BY OTHERS

CAPITAL IMPROVEMENT BOARD OF MANAGERS OF MARION COUNTY

A

4'-0"

3 15'-9 16 "

1 23'-0 16 "

4 43

100 SOUTH CAPITAL AVENUE INDIANOPOLIS, IN USA 46225

1

22'-1 15 16"

CL OF SHORING TOWERS

100 SOUTH CAPITAL AVENUE INDIANOPOLIS, IN USA 46225

401

6

22'-4 85 "

1 23'-0 16 "

1 15'-9 16 "

4'-0"

B

PROJECT:

A

FIELDHOUSE EXPANSION

B SHEET TITLE:

PROJECT:

PLAN/ELEVATION SMALL TRUSS

FIELDHOUSE EXPANSION PROJECT

PROJECT MANAGER: SCOPE: DRAWN BY:

A PHANE

C STANB

TOGETHER

UNITS:

INCH

SCALE (UNLESS NOTED):

FACE OF CONCRETE VERTICAL DATUM LINE ESTABLISHED BY SURVEYOR

HORIZONTAL DATUM LINE ESTABLISHED BY SURVEYOR

FACE OF CONCRETE

SCOPE:

1

ELEVATION

300

SCALE: 1/4"=1'-0"

2

PLAN

300

SCALE: 1/4"=1'-0"

JOB NUMBER:

AS NOT

DRAWING N

3835

300

TOGETHER ISSUE

22'-1 15 16"

1

OPP.

402

1 402

REV.

DESCRIPTION

A

ISSUED

2 402

DICATOR

#7 SATIN FINISH - EFS-1.02

SURFACE MODEL

A

#8 MIRROR FINISH - EFS-1.01

RUCTURAL ATOR

COMPLETED INSTALL

ISSUE

DESCRIPTION

DATE

A

ISSUED FOR APPROVAL

2022-08-16

B

REV.

ISSUED FOR APPROVAL

2022-09-29

33'-4 87 "

31'-5 15 16"

FINISH DIRECTION INDICATOR

#8 MIRROR #7 SATIN

N

STRUCTURAL ENGINEERING NOTES

GENERAL NOTES

1.

STRUCTURAL ELEMENTS DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING CODE.

ATTACHMENTS TO BUILDING STRUCTURE TO INCLUDE STANDARD ANCHORING AND EMBEDMENTS BUT NO FULL PENETRATIONS ARE ANTICIPATED AS PART OF EVENTSCAPE SCOPE. REMEDY OF ADJACENT SURFACES (E.G. GFRG, FLOORING, CUTTING, PATCHING, FINISHING) BY OTHERS. CLIENT TO PROVIDE LOCAL BUILDING PERMITS, LICENSES, FLOOR PROTECTION, HOARDING, LIGHTING, HEATING, POWER OUTLETS, ANY OTHER SITE SPECIFIC REQUIREMENTS. CLIENT RESPONSIBLE FOR CODE CONFORMANCE. EVENTSCAPE TO SUPPLY SHIPPING, LOGISTICS, AND PACKING FOR SAFE DELIVERY TO SITE. EVENTSCAPE ASSUMES SITE SUITABLE TO ACCEPT PRE-ASSEMBLED UNITS. SITE VISIT REQUIRED TO ASSESS ACCESS FOR LOADING, CLIENT TO NOTIFY EVENTSCAPE OF ANY CHANGES. TRUCK DELIVERIES TBC. CLIENT TO PROVIDE ANY REQUIRED FLAGMEN, ROAD CLOSURES, PERMITS, SIDEWALK AND STREET PROTECTION AS NECESSARY. CLIENT TO PROVIDE LAY DOWN AREA ON SITE FOR CRATED MATERIALS AND GOODS. CLIENT TO PROVIDE DISPOSAL BIN RENTAL FOR DISCARDING OF SHIPPING AND CONSUMABLE MATERIALS FOLLOWING INSTALLATION. ALL MEASUREMENTS BASED OFF OF DRAWINGS SUPPLIED BY CLIENT, SITE MEASURE REQUIRED FOR FINAL DESIGN DETAILS AND PRODUCTION SITE VISIT TO BE SCHEDULED

2.

LOADS APPLIED TO BASE BUILDING TO BE SUBMITTED UNDER A SEPARATE DOCUMENT UNLESS NOTED IN THIS SUBMITTAL.

3.

DESIGN AND REINFORCING OF BASE BUILDING STRUCTURE, IF REQUIRED, TO RESIST SUBMITTED LOADS IS ASSUMED TO BE IN THE SCOPE OF THE BASE BUILDING ENGINEER. 4.

A.

MATTE BLACK

ANDARD BUFF

B.

C.

D.

MATERIALS FOR STRUCTURAL ELEMENTS TO CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE: STEEL i.

HOT ROLLED PLATE OR SHEET (THICKNESS 3/16 ” AND GREATER): ASTM A36. ii.

HOT ROLLED PLATE OR SHEET (THICKNESS 16GA TO 3/16 ”): ASTM A1011. iii.

COLD ROLLED SHEET (THICKNESS 18GA AND LESS): ASTM A1008. iv.

HOLLOW STRUCTURAL SECTIONS (HSS) (WALL THICKNESS 3/16 ” AND GREATER): ASTM A500 GRADE B/C. v.

HOT ROLLED ANGLES AND CHANNELS: ASTM A36. vi.

WIDE FLANGE SECTIONS: ASTM A992. vii.

THREADED ROD: ASTM A193 GRADE B7. viii.

WELDING FILLER: E70XX. ix.

FASTENERS (1/4” TO 3/8”): 1.

HEX BOLTS: SAE J429 GRADE 5.

2.

HEX NUTS: SAE J995 GRADE 5.

3.

WASHERS: SAE OR USS. x.

FASTENERS (1/2” TO 1”): 1.

HEX BOLTS: ASTM A325.

2.

HEX NUTS: ASTM A563 GRADE C. 3.

WASHERS: ASTM F436.

i. ii. iii. iv. v.

ALUMINUM SHEET OR PLATE (1/4" AND LESS): 5052-H32.

SHEET OR PLATE (GREATER THAN 1/4 ”): 6061-T6.

EXTRUSIONS: 6063-T5.

WELDING FILLER: 4043.

FASTENERS (EXPOSED TO EXTERIOR ENVIRONMENTS): AISI 316.

i. ii. iii. iv.

STAINLESS STEEL SHEET OR PLATE, TUBE, ANGLES, AND CHANNELS (EXPOSED TO VIEW IN EXTERIOR): AISI 316.

SHEET OR PLATE, TUBE, ANGLES, AND CHANNELS (NOT EXPOSED TO VIEW IN EXTERIOR ENVIRONMENTS): AISI 304.

WELDING FILLER: E309.

FASTENERS: TO MATCH BASE ELEMENT MATERIAL.

WOOD i.

PLYWOOD: APA RATED SHEATHING EXTERIOR. ii.

FASTENERS (1/4" AND LESS): 1.

SCREWS: ASME B18.6.1 WITH APPROVED CORROSION PROTECTION COATING.

E. NON-SHRINK GROUT: SIKAGROUT 212 BY SIKA INC OR APPROVED EQUIVALENT WITH 5,800 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.

4'-0"

B SHEET TITLE:

PLAN/ELEVATIO SMALL TRUSS PROJECT MANAGER:

A PHA

DRAWN BY:

C STAN

UNITS:

IN

SCALE (UNLESS NOTED):

SCHEDULING AND COORDINATION

HORIZONTAL DATUM LINE ESTABLISHED BY SURVEYOR

PRODUCTION WILL COMMENCE ON APPROVAL OF EVENTSCAPE SUPPLIED SAMPLES AND APPROVAL OF SHOP DRAWINGS AND APPROVAL OF MOCK UP. FLOOR MUST BE CLEAR OF MATERIALS, EQUIPMENT AND ANY OTHER OBSTRUCTIONS DURING LAYOUT AND INSTALLATION. COMPONENTS THAT REQUIRE STORAGE DUE TO PROJECT DELAYS MUST BE STORED IN A SECURE LOCATION ONSITE. FLOOR PENETRATIONS FOR WIRING BY OTHERS HIGH VOLTAGE CONNECTION TO LED POWER SUPPLY BY OTHERS GC TO COORDINATE ELECTRICAL FEED THROUGH SLAB

1

ELEVATION

300

SCALE: 1/4"=1'-0"

JOB NUMBER:

3835

INSTALLATION SEQUENCE GC COORDINATES ELECTRIC AND DATA FEED EVENTSCAPE INSTALLS BASE PLATES AND STRUCTURAL FRAME GC COORDINATES FINISHED FLOOR EVENTSCAPE INSTALLS LED SYSTEM EVENTSCAPE INSTALLS EXTERIOR CLADDING AND TRIM EVENTSCAPE INSTALLS SOUND SYSEM EVENTSCAPE INSTALLS INTERIOR CLADDING AND TRIM EVENTSCAPE INSTALLS RGB LED TRIM LIGHTING EVENTSCAPE CONDUCTS TESTING AND CALLOBRATION OF VISUAL AND AUDIO TECHNOLOGY WITHIN STRUCTURE SITE REVIEW

SHEET TITLE:

A PHANEUF

PROJECT MANAGER: DRAWN BY:

INCHES

SCALE (UNLESS NOTED):

3835

REVISION:

C STANBRO

UNITS:

JOB NUMBER:

COMPLETED INSTALL

4'-0"

B

AS NOTED

B

DRAWING NUMBER:

T-000

FRAME ASSEMBLY INSTALL DRAWINGS

2

AS N

DRAWING

400

1 12

4 I-12

A

4 X 3/8"-16 HEX HEAD 1-1/2" LONG HDG 4 X 3/8"-16 HEX NUT HDG 8 X 3/8" SAE WASHER HDG TORQUE TO 25 FT-LBS (DRY)

R5-LCA R5-9A

1 FLAT HEAD SCREW 316 SS 3/8"-16 X1-1/4" 8" 1X SS 3/8" WASHER 2X SS 3/8"-16TYPICAL HEX NUT REVEAL B/W STONE AND CLADDING FLANGE TORQUE TO 25 FT-LBS (DRY)

CLIENT: THE CONTENT OF THIS DRAWING IS COPYRIGHT AND PROPERTY OF EVENTSCAPE INC.

INDIANA CONVENTION CENTER REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED. © COPYRIGHT 2021

R1-8-BA1 R1-2-BA1

R1-4A

BOLTS TIGTHENED WITH TURN OF NUT METHOD 1/3 TURN

TOGETHER

SCOPE:

INSTALLATION 2 X 3/8"-16 HEX HEAD 1-1/2" LONG HDG 2 X 3/8"-16 HEX NUT HDG 2 X 3/8" SAE WASHER HDG R3-7A CLADDING TO RIB PLATE TORQUE TO 25 FT-LBS (DRY)

TORQUE TO 25 FT-LBS (DRY) R5-1A

SCALE 1:2

R1-P2

R1-7A

R1-6-BA2

SPOTLIGHT + SPOTLIGHT BRACKET CONNECTION SECTION DETAIL SCALE 1:4

STONE ALIGNNMENT BRACKETS ATTACHMENT TO RIB PLATE 1 SECTION

2 CLI-12

FABRICATION DETAILS TEST

SCALE 1:8

4 CLI-11

SCALE 1:2 R1-6-BA1

R1-6-BA2

R1-6A

DRY FIT

SCALE 1:8

A

3 CLI-12

INSTALLATION

2 X 3/8"-16 HEX HEAD 1-1/2" LONG HDG 2 X 3/8"-16 HEX NUT HDG 2 X 3/8" SAE WASHER HDG TORQUE TO 25 FT-LBS (DRY)

R3-8A CLADDING ASSEMBLY TO RIB PLATE SECTION DETAIL

2 X 3/8"-16 HEX HEAD 1-1/2" LONG HDG 2 X 3/8"-16 HEX NUT HDG 2 X 3/8" SAE WASHER HDG TORQUE TO 25 FT-LBS (DRY)

3

CLI-12

EAST FACING STONE ALIGNMENT SECTION

SCOPE:

2 X 3/8"-16 HEX HEAD 1-1/2" LONG 316 SS 2 X 3/8"-16 HEX NUT 316 SS 2 X 3/8" SAE WASHER 316 SS TORQUE TO 25 FT-LBS (DRY)

CONNECTION SECTION DETAIL

3 CLI-11

R5-P2

CLI-12 1 CLI-11

PROJECT:

2 X 3/8"-16 HEX HEAD 1-1/2" LONG 316 SS 2 X 3/8"-16 HEX NUT 316 SS 2 X 3/8" SAE WASHER 316 SS TORQUE TO 25 FT-LBS (DRY)

4X 3/8"-16 X1-1/4" 316 SS HEX HEAD BOLT 4X SS 3/8" WASHER 4X SS 3/8"-16 HEX NUT

2

TOGETHER

3X 5/16"-18 X 1" LONG SERRATEED FLANGE HEAD SCREW SS (316 OR 18-8) INSTALLED IN CENTRE HOLE TORQUE TO 14 FT-LBS (DRY) TYP. R1-4-BA1

3X 5/16"-18 X 1" LONG SERRATEED FLANGE HEAD SCREW SS (316 OR 18-8) INSTALLED IN CENTRE HOLE TORQUE TO 14 FT-LBS (DRY) TYP.

LSB-WA

100 SOUTH CAPITOL AVENUE INDIANOPOLIS, IN USA 46225 PROJECT:

4X 1/2"-13 HEX HEAD ASTM A325 1-1/2" LONG HDG 4X 1/2"-13 HEX NUT ASTM A563 GRADE C HDG 8X 1/2" WASHER ASTM F436 STEEL HDG

3/8"-16 X1-1/4" HEX HEAD BOLT 316 SS 2X SS 3/8" WASHER 2X SS 3/8"-16 HEX NUT TORQUE TO 25 FT-LBS (DRY)

1X 3/8"-16 X1-1/2" HDG HEX HEAD BOLT 1X HDG SAE 3/8" WASHER 1X HDG 3/8"-16 HEX NUT TORQUE TO 25 FT-LBS (DRY)

100 SOUTH CAPITOL AVENUE INDIANOPOLIS, IN CLIENT: USA INDIANA 46225 CONVENTION CENTER

2 X 3/8"-16 HEX HEAD 1-1/2" LONG HDG 2 X 3/8"-16 HEX NUT HDG 2 X 3/8" SAE WASHER HDG TORQUE TO 25 FT-LBS (DRY)

R1-4-BA2

R5-HP

2

REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED. © COPYRIGHT 2021

4 BESTOBELL RD. TORONTO, ON. CANADA M8W 4H3 WWW.EVENTSCAPE.COM P. 416.231.8855 F. 416.231.7225

3X 5/16"-18 X 1" LONG SERRATEED FLANGE HEAD SCREW SS (316 OR 18-8) INSTALLED IN CENTRE HOLE TORQUE TO 14 FT-LBS (DRY) TYP.

R5-P5

CLI-11

THE CONTENT OF THIS DRAWING IS COPYRIGHT AND PROPERTY OF EVENTSCAPE INC.

R1-2A

LS-1

LSB-3

4 BESTOBELL RD. TORONTO, ON. CANADA M8W 4H3 WWW.EVENTSCAPE.COM P. 416.231.8855 F. 416.231.7225

4 X 3/8"-16 HEX HEAD 1-1/2" LONG HDG 4 X 3/8"-16 HEX NUT HDG 8 X 3/8" SAE WASHER HDG TORQUE TO 25 FT-LBS (DRY)

R1-1A R1-8A

R1-5A

2 X 3/8"-16 HEX HEAD 1-1/2" LONG HDG 2 X 3/8"-16 HEX NUT HDG 2 X 3/8" SAE WASHER HDG TORQUE TO 25 FT-LBS (DRY)

RING 1 ALIGMENT SECTION

INDIANA LIMESTONE CREST

SCALE 1:8

ISSUE

REV. REV.

ISSUE DESCRIPTION

DATE

DESCRIPTION

A

DATE

ISSUED

4 BESTOBELL RD. TORONTO, ON. CANADA M8W 4H3 WWW.EVENTSCAPE.COM P. 416.231.8855 F. 416.231.7225

A

ISSUED

6/5/2023

6/5/2023

THE CONTENT OF THIS DRAWING IS COPYRIGHT AND PROPERTY OF EVENTSCAPE INC. REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED. © COPYRIGHT 2022.

R1-1A

R1-8A

R5-LCA

4 BESTOBELL RD. TORONTO, ON. CANADA M8W 4H3 WWW.EVENTSCAPE.COM P. 416.231.8855 F. 416.231.7225

R5-9A

THE CONTENT OF THIS DRAWING IS COPYRIGHT AND PROPERTY OF EVENTSCAPE INC.

3/8"-16 X1-1/4" FLAT HEAD SCREW 316 SS 1X SS 3/8" WASHER 2X SS 3/8"-16 HEX NUT TORQUE TO 25 FT-LBS (DRY)

3X 5/16"-18 X 1" LONG SERRATEED FLANGE HEAD SCREW SS (316 OR 18-8) IN SS CENTRE HOLE 10-24INSTALLED X 1/2" LNG FLAT HEAD GASKET TORQUE TO 14 FT-LBS (DRY) PEEL AND STICK TO EITHER CLADDING FACE TYP.

R1 CLADDING KOROLATH SHIM PAD BETWEEN BRACKET AND STONE

3+4

LSB-3 CLI-11

1'6"

1X 3/8"-16 X1-1/2" HDG HEX HEAD BOLT 1X HDG SAE 3/8" WASHER 1X HDG 3/8"-16 HEX NUT TORQUE TO 25 FT-LBS (DRY)

R2-P1

1:4 BACK VIEW OF SCALE STONE AND BRACKET ASSEMBLY

3 CLI-11

#7 SATIN FINISH - EFS-1.02

FIELDHOUSE EXPANSION PROJECT SCOPE:

B

TOGETHER

5 CLI-12 4

4 CLI-11

INSTALLATION

R3-8A CLADDING ASSEMBLY TO RIB PLATE SECTION DETAIL SCALE 1:2

SEQUENCE FOR FINAL RING INSTALL

1

6 CLI-12

SCALE 1:8

RING 1 AND STONE SEQUENCE EXPLODED VIEW SCALE 1:10

ISSUE

DESCRIPTION

ISSUEDSHEET FOR APPROVAL TITLE:

B

PROJECT ISSUED FOR MANAGER: APPROVAL

3

4) LIFT AND INSTALL PREASSEMBLED TOP SIDE CLADDING ASSEMBLIES

316 STAINLESS STEEL CLADDING PANEL EFS 1.01/1.02

4 301

30'-8 87 "

R1 CLADDING

10-24 X 1/2" LNG SS FLAT HEAD

DATE

R3 AND R5 CLADDING DETAILS 2022-08-16 A PHANEUF REVISION: 2023-07-01

A

A

ISSUED

UNITS: JOB NUMBER:

INCHES DRAWING NUMBER:

3835 CLI-11 SCALE (UNLESS NOTED):

REV.

DESCRIPTION

A

ISSUED FOR APPROVAL

2022-08-16

B

ISSUED FOR APPROVAL

2023-07-01

JOB NUMBER:

DATE

A

1:10 L KREKOSKI 6/5/2023

SCALE (UNLESS DRAWN BY: NOTED):

ISSUE

SCALE 1:4

SHEET TITLE:

REV. A

RING 1 + STONE ASSEMBLY DETAILS 3) PREASSEMBLE TOP SIDE CLADDING ASSEMBLIES R1-2A, R1-1A, R1-8A TO DRAWN ISSUE BY: L KREKOSKI EACH OTHER ON GROUND. PROJECT MANAGER: REVISION: A PHANEUF DATE UNITS: REV. DESCRIPTION INCHES

301

SPOTLIGHT BRACKET CONNECTIONS TOP SECTION

SCOPE:

1) INSTALL CLADDING ASSEMBLIES IN THE FOLLOWING ORDER: 1) R1-7A 2) R1-6A 3) R1-5A 4) R1-4A 5) R1-3A 2) INSTALL STONE ASSEMBLY

109'-5 81"

FINISHED PANELS OPENED UP TO CAST LIGHTING EFFECT ONTO STONE. SEE T-600 FOR SPECS. WIRE CHASED THROUGH SCULPTURE FROM BUILDING

B

TOGETHER

3 301

STONE+BRACKET ASSEMBLY SECTION

301

2

109'-5 81"

SCALE 1:2

5 3 "

CLI-12

SCOPE:

TORQUE TO 25 FT-LBS (DRY)

R3-7A CLADDING SPB-3 TO RIB PLATE CONNECTION SECTION DETAIL

8 FINISHED PANELS OPENED UP TO CAST LIGHTING EFFECT R1-P3 BRACKET CONNECTION ONTO STONE. SEE T-600 FOR SPECS. CHASED 5 WIRE SECTION DETAIL THROUGH SCULPTURE FROM BUILDING CLI-11 SCALE 1:2

SCALE 1:8

2 CLI-11

PROJECT:

BOLTS TIGTHENED WITH TURN OF NUT METHOD 1/3 TURN

6X SS 3/8" WASHER 3X SS 3/8"-16 HEX NUT

R5-P2

5

100 SOUTH CAPITAL AVENUE PROJECT: INDIANOPOLIS, IN USA TOGETHER 46225

#8 3X MIRROR EFS-1.01 3/8"-16 X1-1/4"FINISH 316 SS HEX HEAD BOLT

1.14°

SPOTLIGHT + SPOTLIGHT BRACKET CONNECTION SECTION DETAIL

PROJECT:

SPB-4

R5-1A

LSB-WA

1 CLI-11

5/16"-18X1"LNG SS SERRATED FLANGE HEX HEAD

INSTALLED AFTER ALL RING 2 CLADDING MOUNED TO RIB PLATES

CLIENT:

CAPITAL IMPROVEMENT BOARD OF FIELDHOUSE EXPANSION PROJECT MANAGERS OF MARION COUNTY 3X 5/16"-18 X 1" LONG SERRATEED FLANGE HEAD SCREW SS (316 OR 18-8) INSTALLED IN CENTRE HOLE TORQUE TO 14 FT-LBS (DRY) TYP.

#8 MIRROR FINISH - EFS-1.01

6X 1/2"-13 HEX HEAD ASTM A325 1-1/2" LONG HDG 6X 1/2"-13 HEX NUT ASTM A563 GRADE C HDG 12X 1/2" WASHER ASTM F436 STEEL HDG

4X 3/8"-16 X1-1/4" 316 SS HEX HEAD BOLT 4X SS 3/8" 2X 10-24X1" LNGWASHER 316 SS FLAT HEAD 4X SS 3/8"-16 HEXSSNUT 2X 10-24 HEX NUT 316 23 4X 10-24 316 10SS WASHER " TORQUE32 TO 25 FT-LBS (DRY)

5 10 32 "

#7 SATIN FINISH - EFS-1.02

R1-P5

3/8"-16 X1-1/4" HEX HEAD BOLT 316 SS 2X SS 3/8" WASHER 4X 2X 10-24X1-1/8" 316 SS FLAT HEAD SS 3/8"-16 HEX NUT 4X TORQUE 10-24 HEX SS (DRY) TONUT 25 316 FT-LBS 4X 10-24 316 SS WASHER 3X 5/16"-18 X 1" LONG SERRATEED FLANGE HEAD SCREW SS (316 OR 18-8) INSTALLED IN CENTRE HOLE TORQUE TO 14 FT-LBS (DRY) TYP.

15X 10-24 X 1/2" LNG SS FLAT HEAD SCREW

8X 1/4"-20 X 2-1/2" LNG T-31 SS BOLTS 8X 1/4"-20 SS HEX NUTS 8X 1/4" SS WASHER 8X 1/4" SS SPLIT LOCK WASHER TIGHTEN UNTIL SPLIT WASHER COMPRESSES

SPB-3

R5-HP

100 SOUTH CAPITOL AVENUE INDIANOPOLIS, IN USA 46225

REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED. © COPYRIGHT 2022.

R1-2A

SPB-5

R5-P5 TORQUE TO 25 FT-LBS (DRY)

CLIENT:

100 SOUTH CAPITAL AVENUE INDIANA CONVENTION CENTER INDIANOPOLIS, IN 4 BESTOBELL RD. TORONTO, ON. CANADA M8W 4H3 WWW.EVENTSCAPE.COM P. 416.231.8855 F. 416.231.7225 USA THE CONTENT OF THIS DRAWING IS COPYRIGHT AND PROPERTY OF EVENTSCAPE INC. 46225

R2 CLADDING 4X 3/8"-16 X1-1/4" 316 SS HEX HEAD BOLT 8X SS 3/8" WASHER 4X SS 3/8"-16 HEX NUT

2

REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED. © COPYRIGHT 2021

CLIENT:

CAPITAL IMPROVEMENT BOARD OF MANAGERS OF MARION COUNTY

1:8

DRAWING NUMBER:

3835 CLI-12

GASKET PEEL AND STICK TO EITHER CLADDING FACE

R2 CLADDING 4X 3/8"-16 X1-1/4" 316 SS HEX HEAD BOLT 8X SS 3/8" WASHER 4X SS 3/8"-16 HEX NUT

316 STAINLESS STEEL CLADDING PANEL EFS 1.01/1.02

TORQUE TO 25 FT-LBS (DRY)

30'-8 87 "

R1-P5

8'-8"

1 301

5/16"-18X1"LNG SS SERRATED FLANGE HEX HEAD

4X 10-24X1-1/8" 316 SS FLAT HEAD 4X 10-24 HEX NUT 316 SS 4X 10-24 316 SS WASHER

R2-P1

FACE OF BRICK BY OTHERS PRECAST SEATING BY OTHERS 1

8'-8"

301

INSTALLED AFTER ALL RING 2 CLADDING MOUNED TO RIB PLATES

2 202

FACE OF BRICK BY OTHERS 3X 3/8"-16 X1-1/4" 316 SS HEX HEAD BOLT 6X SS 3/8" WASHER 3X SS 3/8"-16 HEX NUT

2X 10-24X1" LNG 316 SS FLAT HEAD 2X 10-24 HEX NUT 316 SS 4X 10-24 316 SS WASHER

1 202

98'-7 87 "

TORQUE TO 25 FT-LBS (DRY)

1

2

202

202

98'-7 87 "

FACE OF BRICK BY OTHERS

SHEET TITLE:

FACE OF BRICK BY OTHERS

PRECAST SEATING BY OTHERS 5 CLI-11

ELEVATION

R1-P3 BRACKET CONNECTION SECTION DETAIL SCALE 1:2

PROJECT MANAGER:

A PHANEUF

DRAWN BY:

C STANBRO INCHES

UNITS: SCALE (UNLESS NOTED): SHEET TITLE: 1

ELEVATION

A200

3835

1

B

T-200

A PHANEUF REVISION:

PROJECT MANAGER:

DRAWN BY: ELEVATION

2 CLI-11

REVISION:

R3 ANDDRAWING R5 CLADDING DETAILS NUMBER:

SHEET TITLE: JOB NUMBER:

SCALE: 1/4"=1'-0"

ELEVATION

AS NOTED

UNITS: A PHANEUF

DRAWN BY:

SPOTLIGHT BRACKET CONNECTIONS TOP SECTION

UNITS:

ELEVATION

JOB NUMBER:

REVISION:

C STANBRO

INCHES JOB NUMBER:

B

INCHES

DRAWING NUMBER:

A

3835 CLI-11

SCALE (UNLESS NOTED):

SCALE 1:4

L KREKOSKI

FULL INSTALL SCALE (UNLESS NOTED): 1:10

PROJECT MANAGER:

AS NOTED

DRAWING NUMBER:

3

Saks Fifth Ave Windows Seasonal window displays for Saks Fifth Ave in NYC. Theme of ‘Bermuda’. Back lit triangles with graphics, sand, and mirror finishes.

Role: Project designer coordinating design assist, fabrication engineering, shop fabrication, and install.

10" 3 16

" HW-9 MT-2 MT-3

VARIES 1 4

" SIM

03 A109

7 58 "

6 58 "

PT-2

PT-2

HOLE FOR LIGHTING WIRING

AC-3

04 A109

PINK/BLUE SAND

SEAM

STREET VIEW HOLE FOR LIGHTING WIRING

DETAIL

DETAIL

01

DET

02

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

SP-2

PROJECT: AC-2

08_Saks-Windows

PT-1 LOCATION:

LOCATION

AC-1 PT-3

AC-3 AC-2 PT-1

SCALE

CLIENT

CLIENT:

BLOCKING/SHIM

02

102.1

9 21 " THESE THREE TRIANGLES REMOVABLE FOR ACCESS TO MANNEQUINS. SEE A-110 FOR DETAILS

16 83 "

1 2

27 "

18 87 "

PINK WINDOW

31 43 "

5 21 16 "

20"

11 39 16 "

01

102.1

11"

45 13 16 " 3 27 16 "

25 21 "

16 21 "

90" 109"

24 58 "

11 12 16 " 23 81 "

16 83 "

18 87 "

32"

31 83 "

19 161 " 7 29 16 "

12"

9 21 "

92 21 "

10"

11 21 "

114"

BLUE WINDOW

BACK WALL

01

ELEVATION

ELEVATION - PINK WINDOW SCALE: 3/4"=1'-0"

CLIENT: PROJECT:

CLIENT 08_Saks-Windows

TITLE:

4 ELEVATION

QTY: ACC. 1

PM:

Radial Feature Stair One story radial feature staircase comprised of steel structural members, and fiberglass, glass, and wood finishes Role: Lead engineer coordinating design assist, fabrication engineering, shop fabrication, and install on site.

FABRICATION MODEL

FULL INSTALL

FABRICATION MODEL

LASER SCAN - STEEL STRUCTURE

FULL INSTALL

5

Radial Feature Stair

C.W KELLER & ASSOCIATES INC.

ARCHITECTURAL WOODWORK INSTITUTE CERTIFIED QUALITY WOODWORK

PRODUCTION STAMP

FOR REVIEW ONLY NOT FOR FABRICATION

Continued - Drawings 2

1

2.301

2.503

GENERAL PROJECT NOTES ####

WD1 HANDRAIL 3 42 16

GL1 GUARD RAIL WITH MTL4 CAP

3 31 16

1

MTL1 STRINGERS

2.506

9 87

WD1 BENCH TOP VN1 VERTICAL FACES OF BENCH

11 118 16 7

SHEET NOTES 1.

2.505

1

4

2.501

2.501

24 MTL1 STRINGERS WD1 HANDRAIL WD1 TREADS AND RISERS

ON - WEST ELEVATION

PLAN

PERSPECTIVE

-0"

GL1 GUARD RAIL WITH MTL4 CAP

ING STRUCTUAL STEEL CLAD BY OTHERS REVISION HISTORY

X

REVISION DESCRIPTION

DETAIL

DETAIL

S

MTL1 STRINGERS

D RISERS

MTL8 BENCH FACE OF BENCH AND FACE OF TREAD TO ALIGN

WD1 HANDRAIL

UNDERSIDE TO FIELD SEAM

1 2.501

EVERCORE STAIR 9774 EVERCORE STUDIOS DECEMBER 21, 2018 JL / CS / DA

JOB #: CLIENT: ARCHITECT: ISSUE DATE: ENGINEER:

22 43

24

ON - EAST

-0"

WD1 BENCH TOP VN1 VERTICAL FACES OF BENCH 1/8"X 1/8" REVEALS AT VERTICAL FACE ONLY FILE NAME:

SECTION

\\CWKELLER04\ENG-Data\ENG - ACTIVE JOBS\9774_EVERCORE STAIR\W02_MAIN STAIR\RHINO\9774-W02 MAIN STAIR_FE_DRAWINGS.3dm

REVISION 1:

DATE:

REVISION 2:

DATE:

REVISION 3:

DATE:

REVISION 4:

DATE:

REVISION 5:

DATE:

00/00/00 00/00/00 00/00/00 00/00/00 00/00/00

BY: BY: BY: BY: BY:

XX XX XX XX XX

ELEVATIONS DRAWING NUMBER:

W2.201 |

PLOT DATE & TIME: 12/21/2018 4:14

DETAIL

6

EXISITNG BEAM

Adams Street Library

EYE HOOK ANCHOR

Faceted baffle ceiling comprised of support ribs spanning between existing beams, hung with finished oak baffles.

Role: Project engineer coordinating design assist, fabrication engineering, shop fabrication.

VARIES

GRIPPLE SYSTEM

3/8

21/32

1

1 1/4

4 1/2 3 1/2

LOW PROFIL BINDING BARREL 4 1/2

WD01 VENEER 3/4

3/4

12 TYP. 70 1/2 TYP.

70 1/2 TYP.

3/4

70 1/32

66 9/16

74 7/8

74 9/16

45 3/16 12 TYP. 12 TYP.

70 1/2 TYP.

70 1/2 TYP.

70 1/2 TYP.

86 15/16±

12 TYP.

11 1/8 TYP.

FLOOR PLAN

ANCHORS

SUPPORT BRACKET 4 1/2

3/4

WD01 RIB

COMPLETED INSTALL

WD01 SLAT

3/4

HANGING DETAIL

EXISITNG BEAM

EYE HOOK ANCHOR

VARIES GRIPPLE SYSTEM 3/8

1

1 1/4

4 1/2 3 1/2

LOW PROFIL BINDING BARREL

WD01 VENEER

3/4

COMPLETED INSTALL

HANGING DETAIL

7

Alliance Theater Steam bent oak wrapped around balconies, walls, and ceilings; acoustically and aesthetically enhancing a renovated theater.

Role: Project engineer responsible for submittal, and fabrication drawings for the cat-walk and back of theater ceiling.

UP

UP

EX-10

FOR 3WF CEILING REFLECTOR #3, REFER TO W20 DRAWINGS.

3 DASHED LINE DENOTES CWKA SHOP SEAMS

EX-9

SOLID LINE DENOTES CWKA FIELD SEAMS

UP

UP

UP

UP

FIRE PROTECTION PENETRATION. FINAL PLACEMENT TO BE COORDINATED THROUGH THE BIM PROCESS.

2

EX-8

LIGHT RAILS AND LIGHT FIXTURES

BY OTHERS.

UP

UP

3.1WF CEILING PANELS.

EX-7

1

UP

DN

DN

0

FULL THEATER

FULL THEATER EX-A

01

A

EX-B

B

EX-C

C

C L

EX-D

D

E

EX-E

F

CATWALK RCP

EX-F

FLOOR PLAN - THEATER CATWALK LEVEL SCALE: 1/4" = 1'-0"

FILE NAME: D:\Documents\Work From Home\New folder\9847-M35_3WF CATWALK Ceiling _Submittal33.3dm

|

PLOT DA

VARIES

STEEL SPACER/STANDOFF TO BE INSERTED IN THE FIELD. VERTICAL SLOT IN HANGING BRACKET TO ALLOW FOR IN FIELD PANEL HEIGHT TOLERANCE.

2" X 2" STRUCTURAL STEEL ANGLE. EXISTING AS PART OF CATWALK ASSEMBLY. CURRENTLY DESIGNED FOR 15 LBS. SQ. FT. LOAD. HORIZONTAL SLOT TO BE DRILLED INTO ANGLE IN THE FIELD FOR HORIZONTAL TOLERANCE.

STEEL HANGING BRACKET, PAINTED BLACK. BRACKET TO EITHER BE STRUCTURAL STEEL ANGLE, OR WELDED ANGLE.

1/2" X 5/16" SOLID WHITE OAK WITH ROUNDED BACK PROFILE. ALL STRINGERS SECURED WITH PVA GLUE, AND 23 GAUGE HEADLESS FINISH NAILS AS REQUIRED. HOLES TO BE FILLED PRIOR TO FINISHING.

TYPICAL 3WF PANEL. REFER TO W1.030 FOR PANEL CONSTRUCTION.

SOLID MDF BILLET. MILLED FROM 1" MDF BONDED TOGETHER WITH PVA GLUE.

SOLID MDF PLUG. MILLED FROM 1" MDF BONDED TOGETHER WITH PVA GLUE.

01

DETAIL - CATWALK PANEL CONNECTION SCALE: HALF SCALE

NOTES:

CEILING PANEL FABRICATION

HANDRAIL

SECTION DETAIL

ENGINEER DWG DAT DWG SCA

ALLIANCE THEATER JOB #: CLIENT: ARCHITECT:

9847 HOGAN CONSTRUCTION TRAHAN ARCHITECTS

8

REVISION REVISION REVISION

Feature Wall Illuminated feature wall scope for full office building outfit Role: Project engineer responsible for design assist, fabrication engineering, shop fabrication.

1

2

3

4

5

6

6.5

7

8

8.1

9

10

A

DOOR #210

DOOR #203

DOOR #203A

DOOR #206

B

01 W40.100

DOOR #205

ELEVATOR LOBBY 201 CONFERENCE ROOM 214

C CONFERENCE ROOM 220

DOOR #202

BREAKOUT ROOM 200

CONFERENCE ROOM 219

CONFERENCE ROOM 215

E CONFERENCE ROOM 218

CONFERENCE ROOM 216

E.7

F

G

MODEL PERSPECTIVE

FLOOR PLAN

01

OVERALL FLOOR PLAN SCALE: 3/32" = 1'-0"

FILE NAME:

\\CWKELLER04\ENG-Data\ENG - ACTIVE JOBS\9927_730 15TH STREET\40_FEATURE WALL + DOORS\00_RHINO\9927_40_FEATURE WALL FE.3dm

COMPLETED INSTALL

COMPLETED INSTALL

FABRICATION IN SHOP

9

|

PNL04

Feature Wall 1 43

3 4

WALL FINISH B.O. BEYOND

04

07

78 43 VIF. CADENCE EQ. SPACED

PLAN DETAIL SCALE: 6"=1'-0"

ELEVATION

3 4

1

139 161 VIF. CADENCE EQ. SPACED

1 43

1

SECTION DETAIL SCALE: 6"=1'-0"

02

VERIFY AND COORDINATE WITH AV ITEMS PRIOR TO FABRICATION/ INSTALLATION, TYP. 1

SECTION DETAIL GENERAL P

02

VERIFY AND COORDINATE WITH AV ITEMS PRIOR TO FABRICATION/

SCALE: 6"=1'-0"

PNL04

PNL04

SP02 TYP. PNL04 WD01 TYPE 3 TYP.

1 43

3 4

SCALE: 6"=1'-0"

HW01 1 2±

14 02

W40.300

W40.300

04

W40.300

W40.300

3 4

SHIP LOOSE WD01 TYPE 4

PNL04

PROVIDE LOCATION OF JUNCTION BOXES

1 41

PLY01 STRAPPING

W40.300

HW01

HW01

1 41

9927 GRUNLEY CONSTRUCTION 3 1 4SBA 4 ISSUE DATE: MARCH 13, 2020 ENGINEER: CS

5 43

5 43 3 4

3 4

1 78

1 43

1 96 93 4

WD01 TYPE 8. GLUE SP02 AND PIN ON SITE

PNL04 TO PREVENT SHOWING VN01 EXPOSED CORE 1 43

1 43±

1 43 WD01 TYPE 8 PNL04 HW01

2 41 ±

06

PLAN DETAIL

SCALE: 6"=1'-0" ELEVATION

1 2SCALE: 4± 3/8"=1'-0"

FILE NAME:

REVISION 1:

DATE:

REVISION 2:

DATE:

REVISION 3:

DATE:

REVISION 4:

DATE:

REVISION 5:

DATE:

00/00/00 00/00/00 00/00/00 00/00/00 00/00/00

BY: BY: BY: BY: BY:

1 4

1

1 41

1 4

1

SP02

1

PNL04

PNL04

PNL04

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

\\CWKELLER04\ENG-Data\ENG - ACTIVE JOBS\9927_730 15TH STREET\40_FEATURE WALL + DOORS\00_RHINO\9927_40_FEATURE WALL FE.3dm

06 W40.501

|

03

SECTION DETAIL

04

SCALE: 3/8"=1'-0"

W40.400

HW01

SECTION DETAIL

35

SCALE: 6"=1'-0"

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

PLOT DATE & TIME: 3/13/2020 3:38

EQ. SPACED

W40.400

W40.300

SHIP LOOSE WD01 TYPE 4

TYP. 04

03

W40.300

03

DETAIL 01

SECTION DETAIL MTL01 TYPE 5 SCALE: 6"=1'-0" 3 22 4 VIF. MTL01 TYPE 1 CADENCE EQ. SPACED

SP02 TYP. PNL04 WD01 TYPE 3 TYP.

W40.300

SHIP LOOSE WD01 TYPE 4

TYP.

DATE:

MDF04 REVISION 2: REVISION 3: 1 MTL01 TYPE

2 43

2 41

MARC

ENGINEER:

REVISION 1:

REVISION 4:

00/00/0 DATE: 00/00/0 DATE: 00/00/0 2 4100/00/0 DATE: DATE: 00/00/0

F.F. B.O.

MTL01 TYPE 5

22 43 VIF. CADENCE SP02 TYP. EQ. SPACEDPNL04 WD01 TYPE 3 TYP.

03

W40.300

MATCH LINE 04 A

35

04

3 8

F.F. B.O.

PLY01 STRAPPING

330 43 VIF. CADENCE

ELEVATION

1 21

1 4

REVISION 5:

HW01

DETAILS

330 43 VIF. DETAIL CADENCE EQ. SPACED

MDF04 MTL01 TYPE 1

SLAT BEYOND

1 1

ARCHITECT: ISSUE DATE:

1

203A

SLAT BEYOND

1.

GRUNLEY2 CONST

CLIENT:

1 1 4

XX XX XX XX XX

DRAWING NUMBER:

SHEET NOT JOB #:

1 21

3 4

203A

PLY01 STRAPPING

SECTION DETAIL

730 15TH STR 3

01 W40.100

3 4

3 4

MTL01 TYPE 5

8

3 4

JOB #:

1 41 ARCHITECT:

3 4

MTL01 TYPE 5 1

W40.100

1 4

CLIENT:

1 4

01

1 78

4 41

3 4

VN01 EDGE TAPE

1 8

3 4

1 1 4 4

3 4

3

4 41

3 4

VN01 EDGE TAPE 1 4

1 32±

MATCH LINE A

WD01 TYPE 7

PLY01 STRAPPING

SHIP LOOSE WD01 TYPE 4

1 41

730 15TH STREET 1 43

PLY01 STRAPPING

PLY01 STRAPPING

PNL04

NOTE: ARCHITECT PLEASE PROVIDE LOCATION OF JUNCTION BOXES

WD01 TYPE 7

PNL04

1

04

3

NOTE: ARCHITECT PLEASE 1 41

1

HW01

PNL04

1

HW01

PNL04

1 43±

93 41

REVISION HISTORY

02

3

01

1.

SECTION DETAIL INSTALLATION, TYP.

TV B.O. SAMSUNG #QH65H

TV B.O. 01 SAMSUNG #QH65H W40.300

SP02 TYP. PNL04 WD01 TYPE 7 WD01 TYPE 3 TYP.

WD01 TYPE 7 1 43

01

04

2 41 ±

SECTION DETAIL 1 139 CADENCE SCALE: 6"=1'-0" 16 VIF. EQ. SPACED

04

PRODUC

COMPASS ROSE

3 4

SCALE: 6"=1'-0"

SCALE: 6"=1'-0"

ENGINEE

1 78

TV B.O. SAMSUNG #QH65H

TV B.O. SAMSUNG #QH65H

ELEVATION DETAIL

ELEVATION DETAIL

1 2±

03

SALES

2 4±

SCALE: 3/8"=1'-0"

DETAIL

NOT

PROJECT

BLOCKING

F.F. B.O.

REVISION HISTORY

78 43 VIF. CADENCE EQ. SPACED

ELEVATION

E PORTAL IN ATE SUBMITTAL

HW01 BLOCKING

F.F. B.O.

SCALE: 3/8"=1'-0"

96

AP F

PNL04

PLY01 STRAPPING HW01

1 4

COMPASS ROSE

07

Continued - Drawings 02

L04

7 21

HW01

3

3 4

01

1 93W40.100 4 96

NOTE: BRONZE PORTAL PNL04 HELD OFF F.F. WHILE 1 FEATURE WALL BASE 93 4 96TO HW01 SCRIBES F.F.

2 41 ±

NOTE: BRONZE PORTAL HELD OFF F.F. WHILE FEATURE WALL BASE SCRIBES TO F.F.

1 4

4 41

3

1 4

2 41 ±

3 4

1 4

MTL01 TYPE 1

WALL FINISH B.O. BEYOND

1

HW01

D01 TYPE 7

1 43

MTL01 TYPE 5 1 43

W01

7 21

1

8 MTL01 TYPE 1

WD01 TYPE 7

DETAILS

MTL01 TYPE 1 SECTION DETAIL

DRAWING NUMBER:

SCALE: 6"=1'-0"

SECTION DETAIL

01 FILE NAME:

\\CWKELLER04\ENG-Data\ENG - ACTIVE JOBS\9927_730 15TH STREET\40_FEATURE WALL + DOORS\00_RHINO\9927_40_FEATURE WALL FE.3dm

|

W40.5

SCALE: 6"=1'-0" PLOT DATE & TIME: 3/13/2020 3:38

FILE NAME:

01

02

W40.300

W40.300

01

02

W40.300

W40.300

\\CWKELLER04\EN

1 2±

1 2±

OPEN TO ELEVATOR LOBBY

01

OPEN TO ELEVATOR LOBBY

TV B.O.

202

W40.100

PORTAL IN SEPARATE SUBMITTAL

TV B.O.

202

01

COMPASS R

2 41 ±

REVISION H

1 93W40.100 4 96

PORTAL IN SEPARATE SUBMITTAL 07

93 41

96

W40.500

VN01 DOOR

07 W40.500

01 DOOR

MTL01 TYPE 5 MTL01 TYPE 1

01 TYPE 5

02

01 TYPE 1

141 38 VIF. CADENCE EQ. SPACED

35

ELEVATION

134 41 VIF EXTENTS OF METAL PORTAL

139 21 VIF. CADENCE EQ. SPACED

2 41 ±

SCALE: 3/8"=1'-0"

ELEVATION ELEVATION

35

141 38 VIF. CADENCE EQ. SPACED

01

SCALE: 3/8"=1'-0"

SP02 TYP. PNL04 WD01 TYPE 3 TYP. 1 2±

SP02 TYP. PNL04 WD01 TYPE 3 TYP.

W40.300

134 41 VIF EXTENTS OF METAL PORTAL 02

03

W40.300

W40.300

139 21 VIF. CADENCE EQ. SPACED

03 W40.400

TYP. 01

02

03

W40.300

W40.300

W40.300

MATCH LINE A

03 W40.400

TYP. MATCH LINE A

1 2±

01

TV B.O.

TV B.O. 1 96 93 4

W40.100

TV B.O.

730

01

TV B.O.

TV B.O.

W40.100

TV B.O.

JOB #: CLIENT:

G

ARCHITECT:

96

93 41

ISSUE DATE: ENGINEER:

REVISION 1: REVISION 2: REVISION 3:

REVISION 4: MTL01 TYPE

2 41 ±

01

REVISION 5:

MTL01 TYPE

ELEVATION

MTL01 TYPE 5

SCALE: 3/8"=1'-0" 1

2 4±

MTL01 TYPE 1

ELEVATION

FILE NAME:

\\CWKELLER04\ENG-Data\ENG - ACTIVE JOBS\9927_730 15TH STREET\40_FEATURE WALL + DOORS\00_RHINO\9927_40_FEATURE WALL FE.3dm

|

DRAWING N

PLOT DATE & TIME: 3/13/2

SCALE: 3/8"=1'-0"

ELEVATION

FILE NAME:

\\CWKELLER04\ENG-Data\ENG - ACTIVE JOBS\9927_730 15TH STREET\40_FEATURE WALL + DOORS\00_RHINO\9927_40_FEATURE WALL FE.3dm

|

10

PLOT DATE & TIME: 3/13/2020 3:38

Peptide Sculpture Immersive booth for Lancome included a suspended rotating helical sculpture. Chrome spheres strung onto bent structural rod.

Role: Project designer coordinating design assist, fabrication engineering, shop fabrication, and install.

HW-2

HW-2

PT-1

01

SP-1 LOGO

A103.1

PT-1

HW-3

32"

HW-3

32"

2 41"

SP-1 LOGO

95 58 "

95 58 "

1"

1 4"

PT-2

PT-2

GRA

1 32 "

-

RUBBER GROMMET. KEEPS SPHERE FROM SHIFTING AND MAKING NOISE PT-1 TYP FOR AGAINST STRUCTURAL TUBEALL ORBS

PT-1 GRADIENT, PURPLE AT TOP

3 16 "

1 16 "

02

Ø12"

1 8"

7 1 16 "

166 41 "

3

173" 16

"

PLAN SCALE: 1:4 ISO

03 01 166 "

205"

205"

SCALE: 1:4

1 4

173"

ISO

01

PT-1 TYP FOR ALL ORBS

04 -

05 -

SCALE: 1:4

1 16 "

PT-2

2 41"

PT-1

SP-1 LOGO

PT-2 03

PT-1

01

7 46 16 "

PT-1

TYPICAL SPHERE SECTION SCALE: 1:2

SP-1 LOGO

A109

39 41 "

31 87 " 9 23 16 "

02

SP-1 01 LOGO

DETAIL

MT-1

SCALE: NTS

2 41"

CLIENT:

FULL INSTALL

04 -

TITLE:

CLIENT

PROJECT:

0001_Lancome Peptide - Drawing Set PT-2

LOCATION:

LOCATION

1 4

RUBBER GROMMET. KEEPS SPHERE FROM SHIFTING AND MAKING NOISE AGAINST STRUCTURAL TUBE

X2

0001_Lancome Peptide - Drawing Set

LOCATION:

LOCATION

DWG BY:

05 PLAN

7 1 16 "

3 16 "

03

ELEVATION - BOTTOM OF SCULPTURE SCALE: 1:2

PT-102

SCALE: 1:2

CLIENT:

04

DETAIL

SCALE: 1:4

SECTION SCALE: 1:2

SCALE: NTS

PROJECT:

0001_Lancome Peptide - Drawing Set

LOCATION:

LOCATION

04 -

1 32

"

LOCATION:

LOCATION

PT-2

-

2"

1 4

CLIENT: PROJECT:

CLIENT 0001_Lancome Peptide - Drawing Set

SECTION

01

SCALE: 1:2

TITLE:

02

EXPLODED ISO

TYPICAL SPHERE SECTION SCALE: 1:2

SCALE: 1:4

05

EXPLODED ISO SCALE: 1:4 DETAIL

04

ELEVATION CLIENT: SCALE: 1:4

06

Ø12"

"

05

CLIENT

LOCATION:

TITLE:

Ø1

SCALE: 1:1

0001_Lancome Peptide - Drawing Set 06

LOCATION -

QTY: ACC

VITRINE 1

2

1 32 "

ACC NAME

VERSION: 7

PM NAME

DRG DATE:

1 8"

SHEET 10/6/2023

CARL STANBRO DELIVERY DATE:

A109

5 43 "

6"

5 43 "

12" 1 4"

PT-1 GRADIENT, 1 PURPLE 16 " AT TOP Ø12"

SECTION

02

SCALE: 1:1

ACC NAME

VERSION:

PM: CLIENT

PM NAME

DRG DATE:

SHEET 10/6/2023

A109

DETAIL

SCALE: NTS

04

ELEVATION SCALE: 1:4

Ø12"

05

SECTION SCALE: 1:4

11 TITLE:

A10

GRA

3 16 "

"

QTY: ACC. DIRECTOR:

SPHERE/STRUCTURE DETAILS CLIENT:1

SHE 10/6/2023

1 8"

7 1 16 "

1 " 05

04

02

SCALE: 1:1

3 16 "

DRG DATE:

CARL STANBRO DELIVERY DATE:

1"

SECTION

32 "

1 16 "

VERSION:

PM NAME

PM: DWG BY:

1 4"

ACC NAME

6"

1 2

SCALE: 1:2

X2 3 4"

7 41"

PM: 1

1

1 32 "

PM:

DWG

QTY: ACC. DIRECTOR:

RUBBER GROMMET. KEEPS SPHERE FROM SHIFTING AND MAKING NOISE AGAINST STRUCTURAL TUBE

ELEVATION - BOTTOM OF SCULPTURE

9/30/2023

4

DWG BY: -

03 DISPLAY DETAIL

1 4

0001_Lancome Peptide2- 1Drawing Set "

05

72"

PROJECT:

CLIENT

SPHERE/STRUCTURE DETAILS

02

"

12"

QTY: ACC. DIRECTOR:

1 A101 ELEVATIONS 32 DELIVERY DATE:

2"

PROJECT:

SP-1 LOGO

1 4"

" REVEAL

SHEET

05 -

SP-1 LOGO

TITLE:

CLIENT

DRG DATE:

04 -

1:4 SCALE:

SCALE: 1:4

CLIENT:

TYPICAL SPHERE SECTION

PM NAME

TITLE:

EXPLODED ISO

02

ISO

VERSION:

1 4

PT-1 GRADIENT, PURPLE Ø12" AT TOP

1 21 "

03

ACC NAME

CARL STANBRO

PT-1 GRADIENT, PURPLE AT TOP

1 16 "

01

PM:

PROJECT:

1 8"

01

4"

3 16 "

1 16 "

-

" REVEAL

1 4"

QTY: ACC. DIRECTOR:

CLIENT

CLIENT:

OVERALL ISO

1 32 "

02

1" PT-2

4" 72"

GLUE HORIZONTAL AND VERTICAL PANELS TO BLOCKING 1 87 " PT-2 SHAPE PLYWOOD BLOCKMT-1 AND MASTIC TO INSIDE OF SPHERE

2 21 "

2 21 "

A105

7 41"

SP-1 LOGO

QTY: ACC. DIRECTOR:

ACC NAME

VERSION:

Cafeteria Banquettes Cafeteria composed of feature ceiling, and wood banquettes, and thermoformed corian banquettes Role: Project engineer coordinating fabrication engineering, shop fabrication of the wood and corian banquettes

COMPLETED INSTALL

COMPLETED INSTALL

LAYOUT PLAN

COMPLETED INSTALL

MOCK UP

12

3A

_24A

Cafeteria Banquettes Continued - Drawings ST_U_32I VG-05B MODIFY BACK PANEL FOR BACKER STRIP AT BENCH.

VG_01

ST_U_10I

C.W KELLER & ASSOCIATES INC.

VG_01

ARCHITECTURAL WOODWORK INSTITUTE CERTIFIED QUALITY WOODWORK

3" X 3" CORIAN BLOCK

VG_01

VG_01

ST_U_10I VG-06B

VG_01

ST_U_14I

SS1 1/16

FOR REVIEW ONLY 1/4-20 THREADED ROD NOT FOR FABRICATION

ST_U_22B VG_01 ST_U_23B 1/8

3" TALL CORIAN BLOCKS.

ST_U_14I

BACKER STRIP RABBET AROUND METAL BASE AT BENCH

BLOCK

ST_U_28I (MITER)

FABRICATION DIAGRAM

02

HG-04I

ST_U_29I 3" X 3" CORIAN

N

1/16

1/4 - 20 T-NUT GLUED TO CORIAN PANEL

ST_U_21B

3 3 1/16

3 4

HG-07I (MITER)

####

ST_U_19B CONNECTION DETAIL

ST_U_08

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

ST_U_17B

03

SCALE: NTS

ST_U_15B ST_U_16B (KERFING/MITER)

ST_U_18B (MITER)

ST_U_25I

EXPLODED CORNER M1-CU-05

EXPLODED ARM REST M1-AR-09 SCALE: NTS

FABRICATION DIAGRAM ST_U_14

43 1/2

76°

49 1/2

MITER DETAILS (ST_U_16B)

06

SCALE: NTS

76°

40 3/8

ST_U_09

MITER DETAILS (ST_U_16A)

07

SCALE: NTS

VG-01

HG-03I HG-04I HG-05I HG-06I HG-07I ST_U_09I ST_U_09I ST_U_10I ST_U_10I ST_U_14I ST_U_14I ST_U_14I ST_U_14I ST_U_15A ST_U_15B ST_U_16A ST_U_16B ST_U_17A ST_U_17B ST_U_18A ST_U_18B ST_U_19A ST_U_19B ST_U_20A ST_U_20B ST_U_21A ST_U_21A ST_U_21B ST_U_21B ST_U_22A ST_U_22B ST_U_23A ST_U_23A ST_U_23B ST_U_23B ST_U_24A ST_U_24B ST_U_25I ST_U_26I ST_U_26I ST_U_27I ST_U_28I ST_U_29I ST_U_30I ST_U_31I ST_U_32I VG_01 VG_01 VG_01 VG_01 VG_01 VG_01 VG_01 VG-02A VG-02B VG-03A VG-03B VG-04A VG-04B VG-05A VG-05A VG-05B VG-05B VG-06A VG-06B

3" CORIAN PIECE GLUED TO CORIAN PANEL

04

1. CUSHI INCLUDE

ST_U_14

49 ST_U_14

VG-01 ST_U_04

VG-01

14 7/8

14 7/8

MTL1 ON 1/8" MASONITE

SCALE: NTS

MTL1 ON 1/8" MASONITE

49°

49°

6

9623 CONSIGLI GENSLER JANUARY 1, 2018 CSS

CLIENT:

49°

13 7/16

MASONITE

21 1/16

ARCHITECT:

SHIM SPACE

ISSUE DATE: ENGINEER:

DATE:

BY:

REVISION 2:

DATE:

BY:

REVISION 3:

DATE:

BY:

REVISION 4:

DATE:

00/00/00 DATE: 00/00/00

BY:

REVISION 5:

1/2

BY:

XX XX

M

MTL1 ON 1/8" MASONITE

7

6

CLIENT:

ARCHITE

ISSUE DA

21 1/16

ENGINEE

SHIM SPACE REVISION

ST_U_06

ST_U_04

REVISION

REVISION

REVISION

01

TYPICAL SECTION SCALE: 3"=1'-0"

ST_U_04

SECTION XX 00/00/00 02 TYPICAL SCALE: 3"=1'-0" XX 00/00/00 XX 00/00/00 SECTION DETAIL

REVISION 1:

6

JOB #:

MASONITE

SCALE: NTS

SECTION 01 TYPICAL SCALE: 3"=1'-0" (HG_07I) MITER DETAILS THERMOFORMING JIG 11 SCALE: NTS

ST_U_10 MTL1 ON 1/8"

1/2

MATHWORKS MTL1 ON 1/8" JOB #:

ST_U_06

SCAB BEYOND AT END GUSSETS ST_U_02

7

7 1/2

MITER DETAILS (ST_U_28I)

ST_U_04

7 1/2

ST_U_10

HG-02

HG-01

ST_U_04 ST_U_10

HG-02

MITER DETAILS (ST_U_18B)

13 7/16

FABRICATION MODEL

X

ST_U_04

SCALE: NTS

21 13/16

10

REVISIO

3.32

REVISION DESCRIPTION

MITER DETAILS (ST_U_18A)

19 1/8

1/2

40 3/8

ST_U_09

05

ST_U_04

7

40 3/8

49 1/2

04 3.32

76°

MTL1 ON 1/8" MASONITE

43 1/2

ST_U_09

19 1/8

7 1/2

43 1/2

REVISION HISTORY

X

09

ST_U_08

ST_U_04

76°

14 7/8

CONNECTION DETAIL SCALE: 1'-0"=1'-0"

SHEET N

ST_U_04

08

ST_U_08

THROUGH HOLES

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

PARTS LIST (M1-AR-01, M1-CU-05, M1-AR-09)

1/16

1/4 - 20 T-NUT GLUED TO CORIAN PANEL

03

GENERA

CONNECTION DETAIL

03

THROUGH HOLES ST_U_20B

ST_U_23B

1/2" x 1 1/2" SLOT FOR FASTENERS

THROUGH HOLES

SEAM IN CORIAN

1/2" x 1 1/2" SLOT FOR FASTENERS

ST_U_24B

ST_U_26I

HG-03I ADDITIONAL PIECE OF 1/8" (MITER) MASONITE REQUIRED AROUND BASE OF ARM REST UNIT FOR METAL

PRODUC

ST_U_21B

ST_U_30I ST_U_26I

####

VG-03B

ST_U_09I

HG-05I

HG-06I

VG-04B

3 3 1/16

SS1

GENERAL PROJECT NOTES

1/4-20 THREADED ROD

1/2

ST_U_27I (KERFING REQ.)

1/2

1/2

SS1 1/16

1/8

C.W

VG-02B

BACKER STRIP

ST_U_31I

3/4

VN4

1/2

NUT AND WASHER TO FASTEN CORIAN PANEL TO STRUCTURE

MAKE AS WIDE AS POSSIBLE. ST_U_14I

ST_U_09I

3/4

VN4

MODIFY POWER STRIP AROUND CUSHION PLY

ST_U_23A

1/2

NUT AND WASHER TO FASTEN CORIAN PANEL TO STRUCTURE

VG-05B

ST_U_14I

VG_01

3" X 3" CORIAN BLOCK

1/8

3/4

VN4

PRODUCTION STAMP

21 1/16

REVISION

ST_U_06

SHIM SPACE

DRAWIN

FILE NAME: D:\Documents\Keller Work\Mathworks-20230914T230641Z-001\Mathworks\Mathworks_Banquettes_Production 1.4.18.3dm

|

13

PLOT DATE & TIME: 1/4/2018 3:42

Radial Feature Stair One story radial feature staircase comprised of formed curved vertical panels, handrails, and under-stair finishes Role: Lead engineer coordinating design assist, fabrication engineering, shop fabrication.

PANEL ASSEMBLY

FEATURE STAIR MODEL

PANEL ASSEMBLY MODEL

REVEAL DETAIL

REVISIO

C.W KELLER & ASSOCIATES INC.

ARCHITECTURAL WOODWORK INSTITUTE CERTIFIED QUALITY WOODWORK

PRODUCTION STAMP

BLOCKING ASSEMBLY. INSTALLED AFTER OUTER FRAMES INSTALLED

FOR REVIEW ONLY NOT FOR FABRICATION

CONTINUOUS BENDING PLY FOR HANDRAIL BRACKET BLOCKING. SECURE TO FRAME AND RECTANGULAR BLOCKS

RECTANGULAR BLOCKS SPAN OVER VERTICAL TUBE FROM FRAME TO FRAME. SECURE TO VERTICAL GUSSETS

CONTINUOUS HANDRAIL BLOCKING. 3 LAYERS OF 1/4" BENDING PLY 05

3 4

1 16

PAN HEAD SCREW

3 4

W1.502 GENERAL PROJECT NOTES 1.

VERTICAL GUARDRAIL SUPPORT B.O.

OUTER PANEL ASSEMBLY

VN01 PANELS

HW01 EXPOSED FASTENER

ATTACH TO FRAMING VIA SCREWS AT STEEL TABS INTO VERTICAL GUSSETS

HW01. EXPOSED FASTENER

SHIM OFF STRINGERS

1 8

1 SOLID BLOCKING

1

SHEET NOTES 1.

VN01 PANELS

01

OUTER PANEL ASSEMBLY

02

SCALE: NTS

BLOCKING ASSEMBLY SCALE: NTS

VN01 PANELS

1 4

3 4

HW01 EXPOSED FASTENER.

JOB #:

CLIENT

COMPASS ROSE

ARCHIT

SECURE TOP OF CLOSE UP PANEL TO BLOCKING ASSEMBLY WITH EXPOSED FASTENERS

2 21

ISSUE D

ENGINE REVISION HISTORY

REVISIO

1 8

REVISIO

REVISIO

SECURE BOTTOM OF CLOSE UP PANEL TO MEDEX SKIRT

2 21

REVISIO

05

REVISIO

W1.502

SAND HILL

JOB #: CLIENT: ARCHITECT: ISSUE DATE: ENGINEER:

CLOSE UP PANEL

CONTINUOUS MEDEX SKIRT. GLUE TO STRINGER.

9892 HATHAWAY DINWIDDIE DES OCTOBER 17, 2019 CS

REVISION 1:

DATE:

REVISION 2:

DATE:

REVISION 3:

DATE:

REVISION 4:

DATE:

REVISION 5:

DATE:

00/00/00 00/00/00 00/00/00 00/00/00 00/00/00

BY: BY: BY: BY: BY:

XX XX XX XX XX

INSTALL DIAGRAMS GUARDRAIL

03

GLOSE UP PANEL ASSEMBLY SCALE: NTS

04

SCALE: NTS

ASSEMBLY DIAGRAM

DRAWI

DETAIL - FASTENING TO GUARDRAIL SUPPORT TYPICAL SCALE: 6"=1'-0"

SK-1.23 FILE NAME:

FEATURE STAIR INSTALL

01

DRAWING NUMBER:

EXPOSED FASTENERS \\CWKELLER04\ENG-Data\ENG - ACTIVE JOBS\9892_SAND HILL STAIR\9892_XX Design Engineering\02_Rhino\9892_W01 MAIN STAIR_FE_MODEL.3dm

|

PLOT DATE & TIME: 11/4/2019 9:53

FABRICATION DRAWING DETAIL

14

Grasshopper | Evolutionary Solver This exercise grew out of the need to “refold” planar surfaces back into a 3D object. The approach was to direct Galapagos to minimize the length of lines between matching edges. This method was quite successful in solving for a complex geometric problem.

UNROLLED PATTERN

GRASSHOPPER SCRIPT FOR GALAPAGOS

MID EVOLUTION

GALAPAGOS SOLVER

FINAL EVOLUTION

15