Austin Demers Professional Portfolio by Austin Demers

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Austin Demers Professional Portfolio

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H HIGY IUM AR NN ULIN E LL C MI OL ION T O

Austin Demers

austindemers4@gmail.com 712-229-1731

Maury Elementary School

Red Deer Justice Center

Whittle School & Studios Global Headquarters

Qatar International Court and Dispute Resolution Centre

New Albany Amphitheater Resolution Center

Washington DC - USA

Red Deer, Alberta - Canada

New York City, NY - USA

Doha, Ad Dawhah - Qatar

New Albany, OH - USA

Maury Elementary School TIMELINE: CA and some CDs TASKS: Managed RFI & Submittal log, created / adjusted graphics, responsible for signage sheets, and provided Revit assistance throughout. SUMMARY: Maury Elementary school is a cornerstone modernization project for Washington D.C.’s Capitol Hill neighborhood. Physically, the design creatively maintains the existing, historic 1880s four-square classroom building and integrates an addition as compactly as possible on the tight, urban site. A glass-edged discovery commons seamlessly connects the historic with the new to celebrate the original historic facade while amplifying transparency and indoor-outdoor connections. The school’s mission is to offer a nurturing environment to its community of involved learners, fostering creativity, cultivating curiosity, and forming lasting connections to develop self-empowered citizens. The re-imagined school promotes and elevates this mission. Design principles that contributed to the newly-opened school include embodying core values of both the school and neighborhood community. Maximizing open space for play and community use and creating a unique sense of place that inspires, attracts, and sparks children’s love of learning.

LEVEL 1

LEVEL 2

LEVEL 3

Red Deer Justice Center TIMELINE: SD - CDs TASKS: Modeled schematic masses in Sketch-up, Rhino, and Revit during SD phase. Created and provided graphics. DD through CDs I was responsible for all enlarged courtroom floor plans / rcps / interior elevations, and prisoner holding cell floor plan / rcp. SUMMARY: New 300,00 sf and $97 million new justice complex will replace the existing courthouse. It will have 12 courtrooms, with the capacity to increase it up to 16 in the future. It will also include a resolution services wing, which will provide dispute resolution, civil and family mediation, arbitration and other alternatives to court. As the design architects on the project, DLR Group worked with the architect of record Group 2 (a firm based in Canada) throughout the process.

KEY PLAN

2104A

2104B 2.4

2105B

F41 2105A

1.4

UP 2

2104D

E08 1.4

2104

1.2 / A7.61

+450 mm

1960

450

7 / A7.61

M01

2104C

3 A7.61

NOTES

A7.64

A7.63

NOT FOR CONSTRUCTION

1470

1/ 5

.62 A7

A7.62

8 / A7.61

1.1 / A7.61

A7.61

2 A7.62

M19 7884

+150 mm

SHEET IN PROGRESS

2.4

M03

12 / A7.64

E05

M02

7.2

6.5

2656 2657

5.6

3.3

2103A

6.5

5.6

6.5

2651

F43

10 A7.63

1238

5 / A7.64

762

M05

A7.42 A7.42

6 / A7.64

610

M04

6.5

2103

1038

11 / A7.64

A7.42

M05

5285

+150 mm

+300 mm

RAMP UP

2656B

1008

E04

E16

KEYPLAN LEVEL 2

1.4

E03 M05

E87

E13

762

F05

M05

M07

5.3

F43

3046

2.4

13 / A7.62

1809

2033A

857

1065

3046

1453

4 A7.62

12 / A7.62

4 / A7.64

2264

M06

6.5

456

2655A

2655

915

952

CLR.

E82

5.6

5.2

455

E86

455

TYP.

2800

M06

F43

E83

E02

5.2

455

1097

2102

2102A

455

7.2

1933

7.2

MAXIMUM SECURITY

7.2

E83

2.4

SECURITY PERIMETER LEVEL LEGEND WALL MINIMUM REQUIREMENTS - CONCRETE / CMU 190MM FULLY GROUTED WITH NO. 5 REINFORCEMENT AT 600MM O.C. VERTICAL AND HORIZONTAL. THESE WALLS SECURE THE SHERIFF CONTROL ROOM. DOORS AND WINDOWS LOCATED IN THESE WALLS SHALL LIKEWISE BE DETENTION GRADE MAXIMUM SECURITY, RE: DOOR AND WINDOW SCHEDULE.

2653A 5.3

MEDIUM SECURITY

2100A

2.4

2039

455

2100

7.2

E17

F28

F21

2039A

E84

2.2

E15

2101

2080

F21

WALL MINIMUM REQUIREMENTS - CONCRETE / CMU 190MM FULLY GROUTED WITH NO. 5 REINFORCEMENT AT 600MM O.C. VERTICAL. DOORS AND WINDOWS LOCATED IN THESE WALLS SHALL LIKEWISE BE DETENTION GRADE MEDIUM SECURITY, RE: DOOR AND WINDOW SCHEDULE.

5.3 4.2

S2039A

A7.42

455

4.4

952

2653

4.2

2.4

E86

915 CLR.

2800

E82

2.4

455

2654A

2.4 2035A

1125

2652 F29

MEDIUM SECURITY

5.3

WALL MINIMUM REQUIREMENTS - CONCRETE / CMU 140MM FULLY GROUTED WITH NO. 4 REINFORCEMENT AT 600MM O.C. VERTICAL. DOORS AND WINDOWS LOCATED IN THESE WALLS SHALL LIKEWISE BE DETENTION GRADE MEDIUM SECURITY, RE: DOOR AND WINDOW SCHEDULE.

7.2

2652A

2.2

2.4

3.2

2EV5

5.2

6.5 2101A

7.2

KEYNOTES - COURTROOM / HOLDING KEYNOTE

5.3a

E02 E03 E04 E05 E08 E13 E15 E16

5.3a 5.3a 5.3a

7.2

2ST5A

E17 E82

2650A

E83 E84 E86 E87

BIM 360://18041 Red Deer Justice Centre/RDJC-ARCH_Base Bldg_360.rvt

COURTROOM A - LEVEL 2 SCALE: 1 : 50

DESCRIPTION

7.2

2650

F05 F21 F28 F29 F41 F43 M01 M02 M03 M04 M05 M06 M07 M19

WD SPECTATOR PEWS FIXED AUDIENCE SEATING AUDIENCE SEATING, REMOVEABLE ADJUSTABLE HEIGHT WORK STATION VERTICAL WHEELCHAIR LIFT - MEDIUM SIZE DOCKET BOX MONITOR, CONCEALED, RE: 9/A7.63 SOLID SURFACE COUNTER 400MM DEEP PRINTER ON MOVABLE CARREL PLACED UNDER COUNSELOR TABLE FARTHEST FROM DOCKET BOX DETENTION GRADE SWING-AWAY STOOL BARRIER-FREE DETENTION TOILET (COMBO TOILET, LAVATORY, GRAB BAR) DETENTION BENCH, CONCRETE WITH CUFF HOOKS (LENGTH PER PLAN) DETENTION STAINLESS STEEL TRANSACTION COUNTER 400MM DEEP DETENTION MODESTY PANEL DETENTION BENCH, STAINLESS STEEL WITH CUFF HOOKS (1220 X 305MM) RAISED FLOOR SYSTEM FABRIC WRAPPED ACOUSTIC WALL PANELS - 50MM THK. FABRIC WRAPPED ACOUSTICAL PANELS WITH BOTTOM STARTING FROM 750MM A.F.F. AND TOP HT. UP TO 2000MM A.F.F. -- TYP. FOR ALL WALLS AROUND THE ROOM PERFORATED METAL ACOUSTICAL PANELS WITH BOTTOM STARTING FROM 750MM A.F.F. AND TOP HT. UP TO 2000MM A.F.F.-- TYP. FOR ALL WALLS AROUND THE ROOM. STEPS PERFORATED METAL ACOUSTICAL PANELS FROM FLOOR/BASE TO CEILING JUDGE’S BENCH - WOOD VENEER ON 25MM PLYWOOD RE: 1A7.61 FOR TYPE A COURTROOM, 2A7.61 TYP. / SIM. FOR COURTROOMS B,C,D, & E CLERK’S DESK - WOOD VENEER ON 25MM PLYWOOD, RE:3/A7.61, 10/A7.64 WITNESS STAND - WOOD VENEER ON 25MM PLYWOOD, RE:1/A7.61 & 7/A7.62 LECTERN, RE: 7/A7.64 COUNSELOR TABLE - WOOD VENEER ON 25MM PLYWOOD, RE: 1/A7.64 GALLERY RAILING - WOOD VENEER ON 25MM PLYWOOD RE:1/A7.62 (LONG) OR 3/A7.62 (SHORT) DOCKET ENCLOSURE - WOOD VENEER ON 25MM PLYWOOD AND GLAZING - LAMINATED GLASS RE:A7.63 EXHIBIT TABLE AND STORAGE CABINETS WITH CASTERS (MOVABLE)

E D C B A REV.

ISSUED FOR 95% REVIEW ISSUED FOR 75% REVIEW ISSUED FOR 50% REVIEW ISSUED FOR DD ISSUED FOR DD COSTING DESCRIPTION

JL JL JL JL JL DRAWN BY

CONSULTANT

18041

PROJECT

RED DEER JUSTICE CENTRE 4805 49 St. Red Deer, AB

TITLE

ENLARGED FLOOR PLAN COURTROOM A

SEAL

PROJECT ID

PLAN NO.

B8322A-0001 BUILDING NO.

10/25/2019 5:49:06 PM

2019.10.18 2019.08.29 2019.06.28 2019.02.08 2018.12.21 DATE

PHASE

020251 SITE NO.

B8322A

CD DISCIPLINE

S8322

DRAWN BY

CHECKED BY

Author

Checker

DATE

ARC SCALE

As indicated

SHEET NO

11/27/18

A7.02

DOCUMENT CODE

RDJC-G2-ARC-CD-DWG-WORKING_DRAWINGS-001

B UP

E05

M02 5285

2657

5.6

3.3

2103A 5.6

6.5

762

2651

GENERAL NOTES - CEILINGS

F43

10 A7.63

1238

5 / A7.64

A7.42 A7.42

6 / A7.64

M05

610

M04

6.5

2103

1038

11 / A7.64

A7.42

M05

E16

7.2

6.5

2656

+150 mm

+300 mm

RAMP UP

2656B

1008

E04

2. 3

E03 M05

E87

E13

762

F05

M05

M07

5.3

F43

857

3046

13 / A7.62

1809

2033A

3046

1065

2264

2.4

1453

4 A7.62

12 / A7.62

4 / A7.64

E83

M06

6.5

CLR.

E82

500

455

500 1097

325

7.2

915 250

7.2

GB1 5970

2100A

2.4

455

2039A

F80 3000

2656

F21

610mm x 610mm WHITE ACOUSTIC PANEL MEDIUM SECURITY METAL PAN CEILING SYSTEM WALL MINIMUM REQUIREMENTS - CONCRETE / CMU 190MM FULLY GROUTED WITH F80 16mmAT METAL CEILING DOORS AND WINDOWS NO. 5 REINFORCEMENT 600MMPAN O.C. VERTICAL. LOCATED IN THESE WALLSSTUD SHALLSUSPENSION LIKEWISE BE DETENTION GRADE MEDIUM METAL SECURITY, RE: DOOR AND WINDOW SCHEDULE. METAL PLANK CEILING SYSTEM F81 16mm METAL PLANK CEILING MEDIUM SECURITY WALL MINIMUM REQUIREMENTS CONCRETE / CMU 140MM FULLY GROUTED WITH METAL STUD- SUSPENSION

7.2

E84

E15

2.2

MAXIMUM SECURITY

5.3

E17

F28

GB1 VARIES

2652

5.3

F29

NO. 4 REINFORCEMENT AT 600MM O.C. VERTICAL. DOORS AND WINDOWS SUSPENDED F33 IN THESE LOCATED WALLS SHALLACOUSTIC LIKEWISE BEPANEL DETENTION GRADE MEDIUM SECURITY, RE: DOOR AND xWINDOW 610mm 610mmSCHEDULE. BLACK ACOUSTIC PANEL

7.2

2652A

3.2

2101A

2100

F80 3000

7.2

KEYNOTES - COURTROOM / HOLDING KEYNOTE

5.3a

E02 E03 E04 E05 E08 E13 E15 E16

5.3a 5.3a

2651 7.2

2ST5A

E17 E82

2655

2650A

250

E83 E84 E86 E87

F81 3000

250

F05 F21 F28

SCALE: 1 : 50

D 2654

F29

2653

F41 F43

L81

M01

2102

M02

SAP-1 2400

M03 M04 M05

E 2101

SAP-1 2400

M06

F81 3000

2039

SAP-3 2700 250

BIM 360://18041 Red Deer Justice Centre/RDJC-ARCH_Base Bldg_360.rvt

WOOD PANEL 19mm PLYWOOD VENEER CLAD CANOPY

GB1

GYPSUM BOARD 16mm GYPSUM BOARD METAL STUD SUSPENSION

M07

L82 L05

DESCRIPTION

7.2

2650

5.3a

COURTROOM A - LEVEL 2

ACOUSTIC PLASTER CEILING SYSTEM

F35 2EV5

5.2

6.5

F34

2.2

2.4

250

NOT FOR CONSTRUCTION

LEGENDPERIMETER - COURTROOM CEILING SECURITY LEVEL LEGEND

CEILING TYPE WALLXX MINIMUM REQUIREMENTS - CONCRETE / CMU 190MM FULLY GROUTED WITH #NO. 5 REINFORCEMENT AT 600MM O.C. VERTICAL AND HORIZONTAL. THESE HEIGHT ABOVE FINISHED FLOOR WALLS SECURE THE SHERIFF CONTROL ROOM. DOORS AND WINDOWS LOCATED IN THESE WALLS SHALL LIKEWISE BE DETENTION GRADE MAXIMUM SECURITY, SUSPENDED ACOUSTIC PANEL SAP RE: DOOR AND WINDOW SCHEDULE.

2080

2039 2101

SHEET IN PROGRESS

5.3 4.2

F21

2100

KEYPLAN LEVEL 2. NOTES

2653A 7.2

E83

S2039A

1933

2653

4.2

2.4

A7.42

GB1 5970

455

4.4

952

CLR.

2.4

E86

E82

2.4

2102 2102A

7 455

2654A

KEY PLAN

2800

250

5.2

2.4

7 455

2035A

1097

F34 4350

1125

E02

5.6

5.2

455

F34 3000

E86

455

TYP.

952

2800

915

2655A

456

2655

9 M06

F43

REFLECTED CEILING PLANS ARE TO BE USED IN CONJUNCTION WITH MECHANICAL AND ELECTRICAL DRAWINGS. ALL CEILING HEIGHTS SHOWN ON THE REFLECTED CEILING PLANS ARE RELATED TO A CLEAR DIMENSION ABOVE THE FINISHED FLOOR LEVEL OF THE FLOOR LOCATED DIRECTLY BELOW THE CEILING INDICATED ALL CEILING ELEMENTS (I.E. - LIGHTS, DIFFUSERS, CAMERAS, SPRINKLER HEADS, SMOKE DETECTORS, ETC) IN THE DETENTION AREA SHALL BE DETENTION RATED AND SECURED WITH DETENTION FASTENERS. ALL GAPS TO BE SEALED WITH SECURITY SEALANT. ALL EDGES TO BE SMOOTH AND FREE OF BURRS OR SHARP EDGES. ALL CEILING GRIDS / PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, ETC. SHALL BE WITHIN A 3" RADIUS CENTERED BETWEEN CEILING GRIDS. IN ACOUSTICAL CEILING PANELS WITH SCORE IN CENTER, CENTER DEVICES REFERENCED IN NOTE 5 IN ONE HALF OF THE TILE. DO NOT LOCATE ON THE SCORE. FOR APC WITH MULTIPLE SCORED PATTERNS, COORDINATE WITH ARCHITECT. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, ETC. AT ACOUSTICAL PANEL CEILINGS. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE: A) FACE OF FINISHED WALL B) FACE OF FINISHED BULKHEADS C) CENTERLINE OF COLUMNS D) CENTERLINE OF TEES IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH RESPECTIVE SUBCONTRACTOR.

M19 2652

F34 5200

EXPOSED STRUCTURE INDICATES EXTENT OF SOUND MASKING

RECESSED LINEAR LED LIGHT RECESSED LINEAR LED LIGHT FIXTURE WITH DOWNLIGHT MODULES (ONLY IN COURTROOM A) E ISSUED FOR 95% REVIEW 2019.10.18 RECESSED LINEAR LEDJL WALL WASH D ISSUED FOR 75% REVIEW JL 2019.08.29 LIGHT FIXTURE C ISSUED FOR 50% REVIEW JL 2019.06.28 B ISSUED FOR DD 2019.02.08 RECESSED THIN LINEARJLLED LIGHT A ISSUED FOR DD COSTING JL 2018.12.21 FIXTURE (ONLY IN COURTROOM A) REV. DESCRIPTION DRAWN DATE BY RECESSED LINEAR AIR DIFFUSER

CONSULTANT

PERIMETER COVE LED STRIP LIGHT FIXTURE VERTICAL GWB PERIMETER AT CEILING COVE, PAINTED RECESSED DOWNLIGHT SPRINKLER HEAD RECESSED LIGHT TROFFERS :

610 X 610

1220 X 610

610 X 305

PROJECT

RED DEER JUSTICE CENTRE 4805 49 St. Red Deer, AB

TITLE

ENLARGED FLOOR PLAN COURTROOM A

SEAL

PROJECT ID

PLAN NO.

B8322A-0001 F80 3000 L80

2650

18041

LINEAR LIGHT FIXTURE

BUILDING NO.

10/25/2019 5:49:06 PM

1220 X 305

SUSPENDED LIGHT FIXTURE

B8322A E D C B A REV.

PHASE

020251

SITE NO.

DISCIPLINE

S8322

ARC

DRAWN BY CHECKED BY SCALE ISSUED FOR 95% REVIEW JL 2019.10.18 As ISSUED FOR 75% REVIEW JL 2019.08.29 Author Checker indicated ISSUED FOR 50% REVIEW JL 2019.06.28 ISSUED FOR DD JL 2019.02.08 DATE SHEET NO ISSUED FOR DD COSTING JL 2018.12.21 DESCRIPTION DRAWN DATE 11/27/18 BY

A7.02

DOCUMENT CODE CONSULTANT

RDJC-G2-ARC-CD-DWG-WORKING_DRAWINGS-001

BIM 360://18041 Red Deer Justice Centre/RDJC-ARCH_Base Bldg_360.rvt

G 18041

COURTROOM A RCP SCALE: 1 : 50

PROJECT

RED DEER JUSTICE CENTRE 4805 49 St. Red Deer, AB

TITLE

ENLARGED RCP - COURTROOM A

SEAL

PROJECT ID

BUILDING NO.

10/25/2019 5:49:36 PM

PLAN NO.

B8322A-0001

PHASE

020251 SITE NO.

B8322A

CD DISCIPLINE

S8322

DRAWN BY

CHECKED BY

Author

Checker

DATE

ARC SCALE

As indicated

SHEET NO

11/27/18

A7.22

DOCUMENT CODE

RDJC-G2-ARC-CD-DWG-WORKING_DRAWINGS-001

KEY PLAN

250

947

F25

KEYNOTES - COURTROOM / HOLDING KEYNOTE

OUTLINE OF PAINTED GWB CEILING BEHIND CURVED CEILING

F25

F20

1500

F25

FLAT SCREEN DISPLAY LOCATION (WITH 2 GANG BACKBOX) ALIGN TO C.L.OF DOOR

300

FLAT SCREEN DISPLAY LOCATION (WITH 2 GANG BACKBOX) ALIGN TO C.L.OF WALL PANEL

SPEAKER

300

F20

EQ.

600

F25

E10

5 EQUAL PANEL WIDTHS

SPEAKER

300

RADIATOR

700

5630

WALL MTD. EXIT SIGN, CENTER TO DOOR

E01 E02 E08 E10 F10 F19 F20 F22 F24 F25 F31 F36

1470

946

(AT WALL BEYOND)

F41 M01

± 137

CARD READER (CENTER ON PANEL JT., TYP.)

D.O. WIDTH

± 4504

FLAT SCREEN DISPLAY LOCATION (WITH 2 GANG BACKBOX)

± 5581

D.O. WIDTH

± 602

D.O. WIDTH

± 3002

(3 EQUAL PNL. WIDTHS)

150 450

LEVEL 2 105,500

2105A

2104C

2104D

M02

A COURTROOM ELEVATION -JUDICIAL BENCH

M02 M03

CARD READER (CENTER ON PANEL JT., TYP.)

M06 M07

± 497

NOTES

SHEET IN PROGRESS NOT FOR CONSTRUCTION

LEGEND - COURTROOM ELEVATION

FABRIC PANEL - ACOUSTIC 75 MM THK. FABRIC WRAPPED FIBERGLASS ACOUSTIC WALL PANEL NRC 1.00

± 1365

(2 EQUAL PNL. WIDTHS)

FABRIC PANEL - ACOUSTIC 50 MM THK. FABRIC WRAPPED FIBERGLASS ACOUSTIC WALL PANEL NRC 0.95

A COURTROOM ELEVATION - JUDICAL BENCH DIMENSIONED

SCALE: 1 : 50

WOOD VENEER PANEL WOOD VENEER ON 19MM PLYWOOD; SYST. DEPTH IS 25MM INCLUDING ATTACHMENT OUTLINE OF HIGHER CEILING BEHIND

RADIATOR

WOOD VENEER PANEL WOOD VENEER ON 19MM PLYWOOD; SYST. DEPTH IS 95MM INCLUDING ATTACHMENT (FOR ENTRY DOOR SURROUND)

F20

WOOD VENEER PANEL - ACOUSTIC PERFORATED WOOD PANEL OVER 50MM FIBERGLASS BACKING NRC 0.95; SYST. DEPTH IS 75MM INCLUDING ATTACHMENT

600

400

F20

770

EQ EQ

600

300

600

3500

300

M01

M03

OPEN TO BEYOND

3000

600

E01

DESCRIPTION COURTROOM CREST (DIGITAL, ON RECESSED MONITOR) WD SPECTATOR PEWS VERTICAL WHEELCHAIR LIFT - MEDIUM SIZE MEDIA SCREEN WD BASE ACOUSTIC WALL FINISH SYSTEM GWB WALL, PAINTED WD VENEER WALL PANELS STONE WALL CLADDING TRANSLUCENT STONE PANELS (BACKLIT) GWB CEILING, PAINTED CURVED GWB CEILING WITH UPPER LAYER OF 50MM MIN. THICK MINERAL FIBER INSULATION STEPS JUDGE’S BENCH - WOOD VENEER ON 25MM PLYWOOD RE: 1A7.61 FOR TYPE A COURTROOM, 2A7.61 TYP. / SIM. FOR COURTROOMS B,C,D, & E CLERK’S DESK - WOOD VENEER ON 25MM PLYWOOD, RE:3/A7.61, 10/A7.64 WITNESS STAND - WOOD VENEER ON 25MM PLYWOOD, RE:1/A7.61 & 7/A7.62 GALLERY RAILING - WOOD VENEER ON 25MM PLYWOOD RE:1/A7.62 (LONG) OR 3/A7.62 (SHORT) DOCKET ENCLOSURE - WOOD VENEER ON 25MM PLYWOOD AND GLAZING - LAMINATED GLASS RE:A7.63

WOOD VENEER PANEL - ACOUSTIC PERFORATED WOOD PANEL OVER 50MM FIBERGLASS BACKING NRC 0.95; SYST. DEPTH IS 115MM INCLUDING ATTACHMENT

600

EQ.

F24

100

123

600

F20

GWB WALL - PAINTED

PLASTER - ACOUSTIC SEAMLESS ACOUSTICAL FINISH SYSTEM 40MM THICK NRC 0.85

600

F20

5200

E01

600

EQ.

STONE - VENEER CLADDING

460

LEVEL 2 105,500

2 GANG BACKBOX- FOR CAMERA

ALIGN WITH AISLE C.L.

± 7184

SOLID WOOD TRIM HORIZ. OR VERT. PROJECTING TYP.; FOR FOR FABRIC PANELS AS BORDER AT PERIM. (EXCEPT AT INNER CORNER CONDITIONS)

LEVEL 2 105,500

FACE OF PERPENDICULAR WAINSCOT

F22

719

4 EQUAL PNL. WIDTHS (±1796 EA.)

SPEAKER

219 250

± 1796

1621

WOOD BASE

OUTLINE OF VERTICAL SURFACE AT CEILING COVE

250 76

OUTLINE OF CEILING

250 300

F20

770

654

569

600

F31

2970

OUTLINE OF VERTICAL SURFACE AT CEILING COVE

F36

ALIGN WITH AISLE C.L.

SCALE: 1 : 50

OUTLINE OF HIGHER CEILING BEYOND

F19

EQ 719

A COURTROOM ELEVATION - GALLERY SIDE

SCALE: 1 : 50

F22 ± 1796

131

A COURTROOM ELEVATION -JUDICIAL BENCH CORRIDOR

1621

400 116

FACE OF PERPENDICULAR WAINSCOT

8300

R = 33500

F41

150 450

600

WALL RECEPTACLE

E08

600

F19

600

600 600 600

ANTENNA

300 250

F19

600 OUTLINE OF VERTICAL SURFACE AT CEILING COVE

CLOCK

SPEAKER

76 250

600

310

200

600 300

300

F10

FACE OF PERPENDICULAR WALL PANELS

± 1304

A COURTROOM DOCKET SIDE ELEVATION DIMENSIONED SCALE: 1 : 50

TITLE

GAPS TO RECEIVE DOCKET BOX'S PERPENDICULAR WALLS

± 4122 3 EQUAL PNL. WIDTHS

206 200

200

± 1194

FLAT SCREEN DISPLAY LOCATION (WITH 2 GANG BACKBOX) ALIGN TO C.L.OF WALL PANEL ± 5902

INTERIOR ELEVATIONS COURTROOM A

SEAL

PROJECT ID

SIGNALING DEVICE (STROBE)

BUILDING NO.

D.O. WIDTH

125

4 EQUAL PNL. WIDTHS

PHASE

020251 SITE NO.

B8322A

FACE OF PERPENDICULAR WAINSCOT

104

PLAN NO.

B8322A-0001

600

2100A

2656B CARD READER

± 3242 2 EQUAL PNL. WIDTHS

SCALE: 1 : 50

RED DEER JUSTICE CENTRE 4805 49 St. Red Deer, AB

600

2100 1350

2100

600

E02

A COURTROOM DOCKET SIDE ELEVATION

206 ± 229 D.O. WIDTH

PROJECT

600 25

105,500

WALL MTD. EXIT SIGN, CENTER TO DOOR

600

200

300

150 450

2100A

2103A

M06

OUTLINE OF VERTICAL SURFACE AT CEILING COVE

600

4500

600

M07

CONSULTANT

600

300

600

F19

E10

2019.10.18 2019.08.29 2019.06.28 2019.02.08 2018.12.21 DATE

18041

1000

SIGNALING DEVICE (STROBE)

JL JL JL JL JL DRAWN BY

250 219 81

F20

569

2970

131

F31

ISSUED FOR 95% REVIEW ISSUED FOR 75% REVIEW ISSUED FOR 50% REVIEW ISSUED FOR DD ISSUED FOR DD COSTING DESCRIPTION

400 116

770

R = 33500

F36

FACE OF PERPENDICULAR WALL PANELS

± 6375 4 EQUAL PNL. WIDTHS

E D C B A REV.

SCALE: 1 : 50

OUTLINE OF CEILING

OUTLINE OF HIGHER CEILING BEYOND

150 300

150 ± 7776

A COURTROOM JURY SIDE ELEVATION DIMENSIONED

150

SCALE: 1 : 50

BIM 360://18041 Red Deer Justice Centre/RDJC-ARCH_Base Bldg_360.rvt

125

SIGNALING DEVICE (STROBE)

FLAT SCREEN DISPLAY LOCATION (WITH 2 GANG BACKBOX) ALIGN TO C.L.OF WALL PANEL

4 EQUAL PNL. WIDTHS

A COURTROOM JURY SIDE ELEVATION

LEVEL 2

10/25/2019 5:50:41 PM

SIGNALING DEVICE (STROBE)

FACE OF PERPENDICULAR WAINSCOT

150

M03

654

M06

2100

600 600 600

LEVEL 2

105,500

E02

300

4500

5200

600

300

600

E10

CD DISCIPLINE

S8322

DRAWN BY

CHECKED BY

Author

Checker

DATE

ARC SCALE

As indicated

SHEET NO

11/30/18

A7.42

DOCUMENT CODE

RDJC-G2-ARC-CD-DWG-WORKING_DRAWINGS-001

Whittle School & Studios Global Headquarters TIMELINE: SD - CDs TASKS: Managed Revit model, assisted with material selection, assisted with set, and created visuals as needed. SUMMARY: This HQ provides a home-base for the organizations 17 leadership functions and related team members. Some of the staff is located in NYC, some in other locales. Many of the positions are travelling positions and do not require a permanent fixed location. In terms of design, the HQ office is representative of a Whittle School & Studios interior environment and conveys a similar experience as one might have at a Whittle School & Studios Campus. In terms of materials, wood and metals are used as materials made modern for their craft and beauty. Natural textiles like leather and wool create a harmonious, soft sense of domesticity - while mastery, craft and sustainability emphasize the value of comfort and elegance in a global workshop experience.

FURNITURE FLOOR

Wall Panel: Baltic Birch Plywood

Area Carpet: CPT-1

Acoustic Panel: Phone Booths

Wall Paint: Decorator’s White

Acoustic Panel: Meeting Rms

Floor Paint: Westchester Gray

Area Carpet: CPT-2

Seat & Base: Tigerlilly Frame: Satin Polished Aluminum

Seat: H10 Natural Wood

Seat: Existing Leather

Seat & Base: Scarlet

Fabric: Edit 2812253

Table Top: BI White Laminate

Whittle School & Studios Color Keyboards

Seat & Base: Armor

Qatar International Court and Dispute Resolution Centre TIMELINE: SD TASKS: Managed Revit / Rhino model, created presentation graphics, and developed 3D Enscape visuals. SUMMARY: DLR Group was tasked with retrofitting a 35,000 sf space to accommodate a courtroom that could house the Qatar International Court system. The design is highlighted by its circular layout and the curving geometric islamic window film pattern.

COURTROOM FLOOR PLAN

1 Level 1

1/8" = 1'-0" STEP 1: Open the Camera App from your device’s Home Screen, Control Center, or Lock Screen.

STEP 2: Hold your device so that QR code appears in the viewfinder and you see a notification with a link. STEP 3: Click on the notification to open the link associated with the QR code. VIEW FROM JUDGES BENCH

VIEW FROM ATTORNEYS TABLE

VIEW FROM PUBLIC GALLERY

New Albany Amphitheater TIMELINE: SD - CDs TASKS: Managed Revit model, assisted with presentation graphics, and responsible for the following sheets; floor plan, code plan, door-frame schedule, interior elevations, and exterior elevations. SUMMARY: This $5.5 million venue accommodates 800 patrons. The facility is optimally situated in close proximity to the academic campus, main shopping/dining district, and recently renovated Rose Run Park corridor. The stage canopy serves as the iconic element, anchoring the venue and constructed of heavy laminated wood arches. The stage uses a glulam structure with high-performance translucent manufactured fabric on the exterior, enabling the building to change its appearance and transparency from day to night. The proscenium opening is approximately 50 feet. Support structures, such as a back-ofhouse building with dressing rooms, restrooms, and storage, are architecturally subservient and covered in vegetation. The venue offers various seating opportunities and experiences, including lawn seating, catered VIP tables, high-top seating within the arbor, and intimate party patios flanking the stage.

BOX OFFICE

STAGE

LAWN AREA

D EXE

RA PAT H W AY

IVY FENCE

E DUB

LIN G

SITE PLAN

RANV

ILLE R

OAD

LEGEND NOTES

2 164

28 164

173 344

3 344

STORAGE + MECHANICAL

GROUNDS / MAINTENANCE 05 499 SF

CREW ROOM 13 115 SF 17

LOADING + STAGING 11 1626 SF

FAMILY RESTROOM 02 65 SF

VESTIBULE 01 171 SF

HALLWAY 12 313 SF

ELEC. ROOM 09 157 SF

STAGE MANAGER 18 132 SF

MEN'S RESTROOM 23 193 SF

TECH. ROOM 10 183 SF

WOMEN'S RESTROOM 04 225 SF

DRESSING ROOM 2 17 159 SF 23

THEATRICAL

28 164

STAGE

47 MEN'S RESTROOM 03 192 SF

RESTROOM 2 16 96 SF

RESTROOM 1 15 96 SF

DRESSING ROOM 1 14 159 SF 23

VESTIBULE 21 173 SF

FURNITURE AND CONCESSIONS STORAGE ROOM 25 821 SF 3

3 344

BOX OFFICE 26 154 SF 2

LOOSE SEATING

LAWN SEATING

GREEN ROOM 19 133 SF 19

STAGE 30 3470 SF

FAMILY RESTROOM 22 65 SF

WOMEN'S RESTROOM 24 225 SF

232

SYMBOL LEGEND ####

RESTROOM 20 65 SF

0 0

45 76

157

OFFICE MECHANICAL ROOM 07 85 SF 1

- COMBINED OCCUPANT LOAD AT A GIVEN DOOR. (SUM OF THESE EQUALS TOTAL OCCUPANT LOAD) - TOTAL EXIT CAPACITY OF DOOR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2)

PD - PANIC DEVICE XX MIN - DOOR FIRE RATING

112

- OCCUPANCY LOAD

188

- FIRE EXTINGUISHER

WALL SEPARATION LEGEND 291

VIP SEATING STAGE 100 3458 SF

203

WALL HOURLY RATING 1 = 1 HOUR

204

1ST =

224

1 HOUR BEARING

EGRESS PATH

294

HOUSE RIGHT BOX 01 108 437 SF 24

204

LAWN SEATING TIER 01 101 1965 SF 164

121

HOUSE LEFT BOX 02 105 437 SF 24

122

HOUSE RIGHT BOX 02 109 421 SF 24

LAWN SEATING TIER 02 102 1711 SF

143 50

LAWN SEATING TIER 03 103 1189 SF 100

HOUSE LEFT BOX 03 106 586 SF

HOUSE RIGHT BOX 03 110 586 SF 4/ A9.2 HOUSE CENTRE BOX 107 296 SF

32 40

STAGE + SUPPORT BUILDING 10,070 SF.

BACK OF HOUSE CONSTRUCTION TYPE: USE GROUP: TOTAL OCCUPANCY LOAD:

42 STAGE CONSTRUCTION TYPE: TOTAL OCCUPANCY LOAD:

5A S, A3, B 101

BOX OFFICE BUILDING 1,080 SF.

4 232

100 Dublin-Granville Road New Albany, Ohio 43054

203

CHARLEEN & CHARLES HINSON AMPHITHEATER

HOUSE LEFT BOX 01 104 408 SF 24

ISSUE FOR BID / PERMIT October 25, 2019 Revisions

SEATING AREAS + WALKWAYS 24,212 SF.

ABSOLUTE OCCUPANCY LOAD: 1,142

2B A, A1 809

25-18143-00

CODE PLAN, LEVEL 1

10/28/2019 10:00:00 AM

C:\Revit\25-18143-00_NAA_AR_2018_pvargas.rvt

EXEDRA CONSTRUCTION TYPE: USE GROUP: TOTAL OCCUPANCY LOAD:

CODE PLAN, LEVEL 1

CP1.1 NO SCALE

NORTH

CP1.1

LEGEND NOTES KEYNOTES R

01.002 T.O. DOME 142' - 0"

05.010 07.007 08.908

GENERAL NOTES FOR ELEVATIONS

T.O. BOH 115' - 0" BOH ROOF 112' - 0"

ALL WALL MOUNTED FIXTURES AND DEVICES TO BE BOXES OUT AND FLASHED

08.908

7' - 2 3/4"

6' - 6"

21' - 6 3/16"

4' - 5 13/16"

22' - 5 13/16"

8' - 6 3/16"

19' - 6"

4 A5.1

8' - 5 13/16"

22' - 6 3/16"

4' - 6"

21' - 6"

6' - 6"

CONCRETE FOUNDATION WALL

A5.3

7' - 2 3/4" OVERSIZED HOLLOW METAL DOORS

1 A5.3

NORTH ELEVATION - AMPHITHEATER

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

R T.O. DOME 142' - 0"

B.O. DOME TRUSS 128' - 0"

4 A5.3 7 A9.3

T.O. BOH 115' - 0" Level 03 113' - 0"

05.010 UPPER BOX 104' - 6" LOWER BOX 103' - 0"

Level 02 104' - 0"

Level 01 100' - 0" Level 00 97' - 0"

3 A5.1

SOUTH ELEVATION - AMPHITHEATER

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

35.1

30.9

35.1

T.O. DOME 142' - 0"

B.O. DOME TRUSS 128' - 0"

100 Dublin-Granville Road New Albany, Ohio 43054

07.007

CHARLEEN & CHARLES HINSON AMPHITHEATER

01.002

Sim

A5.3

A4.2

T.O. BOH 115' - 0" Level 03 113' - 0"

ISSUE FOR BID / PERMIT October 25, 2019 Revisions

8' - 2"

BOH ROOF 112' - 0"

8' - 8 3/4"

8' - 11 3/4"

Level 01 100' - 0" Level 00 97' - 0"

25-18143-00

2 A5.1 10/28/2019 11:01:25 AM

C:\Revit\25-18143-00_NAA_AR_2018_pvargas.rvt

14' - 6 13/16"

WEST ELEVATION - AMPHITHEATER

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

1 A5.1

EAST ELEVATION - AMPHITHEATER

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

EXTERIOR ELEVATIONS AMPHITHEATER BUILDING

A5.1

LEGEND NOTES

_DOOR AND FRAME SCHEDULE_

TYPE

DEPTH

MATERIAL

TYPE

FIRE RATING

HARDWARE SET

01 02 03 05A 05B 07 09 10 11A 11B 11C 11D 12A 12B 13 14 17 18 19 20 22 23 24 25 26

1 1 1 1 2 1 1 1 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 2 1

3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM

1 1 1 1 2 1 1 1 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 2 1

9" 9" 9" 5 3/4" 9" 5 3/4" 5 3/4" 5 3/4" 9" 9" 9" 9" 9" 9" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 9" 9" 9" 9" 9"

HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM

A A A A B A A A B B B B A A A A A A A A A A A B A

1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR

13.0 11.0 13.0 7.0 5.0 6.0 6.0 6.0 4.0 4.0 12.0 5.0 1.0 2.0 9.0 9.0 9.0 9.0 9.0 10.0 11.0 13.0 13.0 5.0 3.0

DETAILS

HEAD

JAMB LEFT

06/9.1 06/9.1 04/9.1 06/9.1 04/9.1 04/9.1 04/9.1 04/9.1 04/9.1 H3 06/9.1 06/9.1 06/9.1 04/9.1 04/9.1 04/9.1 04/9.1 04/9.1 04/9.1 06/9.1 06/9.1 06/9.1 06/9.1 06/9.1

07/9.1 07/9.1 05/9.1 07/9.1 05/9.1 05/9.1 05/9.1 05/9.1 05/9.1 J3 07/9.1 07/9.1 07/9.1 05/9.1 05/9.1 05/9.1 05/9.1 05/9.1 05/9.1 07/9.1 07/9.1 07/9.1 07/9.1 07/9.1

JAMB RIGHT

SILL

07/9.1 07/9.1 05/9.1 07/9.1 05/9.1 05/9.1 05/9.1 05/9.1 05/9.1 J3 07/9.1 07/9.1 07/9.1 05/9.1 05/9.1 05/9.1 05/9.1 05/9.1 05/9.1 07/9.1 07/9.1 07/9.1 07/9.1 07/9.1

S1 S1 S2 S1 S2 S2 S2 S1 S2 S2 S1 S1 S1 S2 S2 S2 S2 S2 S2 S1 S1 S1 S1 S1

GYPSUM BOARD ON METALS STUDS - SEE PLANS FOR WALL TYPES

COMMENTS

3/4" undercut METAL STUD HEADER

DOOR AS OCCURS SEE FLOOR PLANS AND DOOR AND FRAME SCHEDULE

3/4" undercut 3/4" undercut

HEAD DETAIL

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

A8.1

DOOR AS OCCURS SEE FLOOR PLANS AND DOOR AND FRAME SCHEDULE

FRAME ELEVATIONS

6" FIBER CEMENT SIDING

6" FIBER CEMENT BOARD SIDING

SEE PLANS FOR WALL TYPES

JAMB ANCHOR DOOR AS OCCURS SEE FLOOR PLANS AND DOOR AND FRAME SCHEDULE

2" 1/2"

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

SEE PLANS FOR WALL TYPES

9 1/2"

1x6 FIBER CEMENT BOARD TRIM

SEALANT

SAFING INSULATION

DOOR TYPES

JAMB DETAIL

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

1x4 FIBER CEMENT BOARD TRIM

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

SEALANT BOTH SIDES, TYP.

FLASHING, WRAP VAPOR BARRIER OVER FLASHING

PAIR HOLLOW METAL DOOR SINGLE PANEL EMBOSSED

HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHEDULE

1/2"

SINGLE HOLLOW METAL DOOR SINGLE PANEL EMBOSSED

ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE FILLED WITH MINERAL WOOL BLANKET INSULATION. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM AND SEALANT AROUND PERIMETER OF FRAME. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE SETS NOTED IN DOOR AND FRAME SCHEDULE.

SAFING INSULATION

FRP - WHERE OCCURS SEE FLOOR PLANS FOR WALL TYPE

METAL STUD HEADER

DOOR AND FRAME SCHEDULE GENERAL NOTES A.

SAFING INSULATION

SEE SCHEDULE

5" SEE SCHEDULE

SEE SCHEDULE

DOOR AS OCCURS SEE FLOOR PLANS AND DOOR AND FRAME SCHEDULE

HOLLOW METAL FRAME SEE DOOR AND FRAME SCHEDULE

SEE SCHED.

10"

SEE SCHEDULE

SEE SCHEDULE 5"

1/2"

SEALANT BOTH SIDES, TYP.

JAMB ANCHOR

GYPSUM BOARD ON METALS STUDS - SEE PLANS FOR WALL TYPES

1/2"

A8.1

SEE SCHEDULE 5" 5"

DOUBLE UP STUDS AT ALL JAMB OPENINGS

MATERIAL

SEE SCHEDULE

THICKNESS

1/2"

HEIGHT

1/2"

WIDTH

FRAME

NO. OF PANELS

PANEL

NUMBER

SEALANT

SEALANT BOTH SIDES, TYP.

HOLLOW METAL FRAME SEE DOOR AND FRAME SCHEDULE

HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHEDULE

SAFING INSULATION

2" 9 1/2" FRAME WIDTH

TYPE

FRAME

MATERIAL

DEPTH

FIRE RATING

1 1

HEAD 1/9.1 1/9.1

DETAILS JAMB LEFT JAMB RIGHT 2/9.1 2/9.1

2/9.1 2/9.1

SILL

COMMENTS

H2 A8.1

3/9.1 3/9.1

HEAD DETAIL

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

A8.1

9 1/2" 2' - 11"

FINISH CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWINGS

PAINTED WOOD (POPLAR) TRIM

1' - 1 5/8"

3/4"

DOOR THRESHOLD SEE HARDWARE SCHEDULE

FACE OF WALL BEYOND

HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHEDULE

ANNODIZED BRONZE DOOR THRESHOLD SEE HARDWARE SCHEDULE

FINISH CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWINGS

EXTERIOR CONCRETE SLAB, SLOPE AWAY FROM BUILDING - SEE CIVIL DRAWINGS

FLASHING, WRAP AIR VAPOR BARRIER OVER FLASHING METAL STUD HEADER

1x6 FIBER CEMENT BOARD TRIM

SOLID WOOD BLOCKING

WOOD BLOCKING

1/2" PREMOLD EXPANSION JOINT MATERIAL

CONTINUITY OF AIR VAPOR BARRIER

CONCRETE FOUNDATION WALL SEE STRUCTURAL DRAWINGS

1x4 FIBER CEMENT BOARD TRIM

CLAD DOUBLE HUNG WINDOW

5 1/2"

2" 2"

9 1/2"

FACE OF WALL BEYOND

6" FIBER CEMENT BOARD SIDING

3 1/2"

2" 3/4"

7 5/8" 7 1/4". 7 5/8"

HOLLOW METAL FRAME SEE DOOR AND FRAME SCHEDULE

2" 3 1/2"

1' - 1 5/8"

3/4"

1' - 1 5/8"

6' - 1"

3/4"

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

2" 3 1/2"

JAMB DETAIL

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

SEALANT W/ BACKER ROD

A.B.C. FILL

8 A8.1

WINDOW ELEVATION

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

A8.1

HEAD DETAIL

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

1'-6" - NOT TO SCALE

A8.1

5 3/4"

THRESHOLD DETAIL

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

A8.1

THRESHOLD DETAIL

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

4" SEALANT

RECESSED WINDOW SILL

METAL STUD

FLASHING, WRAP AIR VAPOR BARRIER OVER FLASHING

1x6 FIBER CEMENT BOARD TRIM

FLASHING, WRAP AIR VAPOR BARRIER OVER FLASHING

1x6 FIBER CEMENT BOARD TRIM

FIBER CEMENT BOARD SIDING

METAL STUD HEADER

JAMB DETAIL

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

3 A8.1

SILL DETAIL @ WINDOW

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

FIBER CEMENT BOARD TRIM

WRAP AIR/VAPOR BARRIER AROUND WALL OPENING 1x4 FIBER CEMENT BOARD TRIM SEALANT, TYP.

2 A8.1

HEAD DETAIL

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

Revisions

DOUBLE UP STUDS @ JAMB

FIBER CEMENT BOARD SIDING

A8.1

October 25, 2019

2x6 WOOD BLOCKING

SEALANT W/ BACKER ROD

FIBER CEMENT BOARD TRIM

ISSUE FOR BID / PERMIT

1x4 FIBER CEMENT BOARD TRIM

6" FIBER CEMENT BOARD SIDING

SEALANT AIR/VAPOR BARRIER

11/3/2019 6:41:14 PM

C:\Revit\25-18143-00_NAA_AR_2018_ademers4.rvt

6" FIBER CEMENT BOARD SIDING

SEALANT W/ BACKER ROD WOOD BLOCKING

1'-6" NOT-TO-SCALE

SEALANT, TYP.

EASE EDGES SOLID SURFACE MATERIAL ON 3/4" SUBSTRATE

FIBER CEMENT BOARD SIDING

SOLID SURFACE MATERIAL, SLOPED

EPOXY FINISH

9 1/2"

EDGE OF COUNTER, PROVIDE 1/4" RADIUS AT OUTSIDE CORNERS

5 1/2"

SOLID SURFACE MATERIAL WITH EPOXY FINISH

100 Dublin-Granville Road New Albany, Ohio 43054

NUMBER

CHARLEEN & CHARLES HINSON AMPHITHEATER

_WINDOW SCHEDULE_

25A 25B

1 A8.1

JAMB DETAIL

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

25-18143-00

DOOR AND FRAME SCHEDULE

A8.1

10.051 10.050

07.016

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

A11.2

RM 20 WEST

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

A11.2

RM 20 SOUTH

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

2' - 6"

10.013 17

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

A11.2

09.004 22.001

RM 20 EAST

A11.2

RM 20 NORTH

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

07.016

08.909 07.015

07.015

09.001

10.015

09.002

9' - 6"

10.052

1' - 6"

09.004 10.051 10.050

RM 21 WEST

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

A11.2

RM 21 SOUTH

RM 21 EAST

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

A11.2

RM 21 NORTH

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

12 A11.2

RM 22 WEST

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

A11.2

RM 22 NORTH

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

A11.2

3 A12.3

10.015

22.002

09.001

9' - 6"

10.059

RM 23 WEST

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

A11.2

09.002

10.059

09.005

2' - 10"

12.002

1' - 6"

22.001 10.013

RM 23 SOUTH

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

A11.2

RM 23 EAST

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

12.003 12.002 09.005

09.004

2' - 0" 22.004

03.001

5 A11.2

2' - 0"

3' - 0"

2' - 0"

RM 23 NORTH

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

ISSUE FOR BID / PERMIT

Sim 10.059

Sim

12.003

1' - 6"

1' - 5"

2' - 10"

RM 22 EAST

RM 22 SOUTH

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

09.001

9' - 6"

09.004

10.003 10

09.005 22.001

08.001

10.002

09.004

10.013

08.909

09.002

10.003

03.001

A11.2

22.002

10.050

9' - 6"

08.001

9' - 6"

09.001

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

3 A12.3

09.001

1' - 6"

10.013

WALL BEYOND

03.001

1' - 6"

2' - 10"

07.018

03.001

07.018

07.018 03.001

3' - 10"

6' - 6"

9' - 6"

07.015

9' - 6"

07.015

100 Dublin-Granville Road New Albany, Ohio 43054

A11.2

CHARLEEN & CHARLES HINSON AMPHITHEATER

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

RM 19 NORTH

5' - 0"

09.004

12.002

22.002

RM 19 EAST

10.013

2' - 10"

09.004

1' - 6"

22.002

12.003

2' - 10"

2' - 6"

09.004

RM 19 SOUTH

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

09.002

9' - 6"

10.059

1' - 6"

9' - 6"

09.001

22.002

09.004

23 A11.2

CAST-IN-PLACE CONCRETE - SEE STRUCT FIBER-CEMENT TRIM - 1X4 FIBER-CEMENT TRIM - 1X6 FIBER-CEMENT TRIM - 1X10 HOLLOW METAL DOOR AND FRAME FIXED LOUVER - 40X9" PAINTED TO MATCH WALL COLOR GYPSUM WALL BOARD, PAINTED CERAMIC WALL TILE, SEE FINISH SCHED. 6" CERAMIC TILE WALL BASE 6" PLYWOOD WALL BASE SOLID SURFACE COUNTERTOP TOILET PARTITION URINAL SCREEN GRAB BARS, WALL MOUNTED MIRROR, CHANNEL FRAME FIRE EXTINGUISHER CABINET CLASS A STALL/WALL MTD. TISSUE DISPENSER STALL/WALL MTD. NAPKIN DISPENSER STALL/WALL MTD. SOAP DISPENSER SINK MOUNTED SOAP DISPENSERS UNDER SINK BASE CABINET ADA COMPLIANT BASE CABINET TOILET, SEE PLUMBING SINK, SEE PLUMBING URINAL, SEE PLUMBING

10.030

09.018

09.004

RM 19 WEST

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

09.001

08.001

A11.2

09.001

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

03.001

2' - 6"

RM 16 NORTH

25 A11.2

08.001

08.909

RM 16 EAST

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

9' - 6"

26 A11.2

09.001

A11.2

9' - 6"

09.018

22.002 22.001

RM 16 SOUTH

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

9' - 6"

03.001

9' - 6"

27 A11.2

09.004

1' - 6"

3' - 10" 1' - 6"

RM 16 WEST

KEYNOTES 03.001 07.015 07.016 07.018 08.001 08.909 09.001 09.002 09.004 09.005 09.018 10.002 10.003 10.013 10.015 10.030 10.050 10.051 10.052 10.059 12.002 12.003 22.001 22.002 22.004 25

09.018

09.005

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

08.001

6' - 6"

9' - 6"

09.004

09.001

09.002

10.013

10.002

A11.2

09.001

10.015

09.002

10.052 08.001

LEGEND NOTES

WALL BEYOND.

WALL BEYOND

09.001

10.059

October 25, 2019 Revisions 08.909

09.001

09.002

4 A11.2

RM 24 WEST

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

2' - 10" 3 A11.2

3' - 0"

RM 24 SOUTH

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

3' - 0"

2' - 0"

3' - 8"

10.002 2 A11.2

RM 24 EAST

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

1' - 6"

03.001

09.004 2' - 0"

9' - 6"

22.002 12.003

12.002

10.002

11/3/2019 6:41:23 PM

C:\Revit\25-18143-00_NAA_AR_2018_ademers4.rvt

09.004

5' - 0"

10.015

12.003

9' - 6"

09.002

9' - 6"

08.001

10.013 1 A11.2

09.005 22.001

RM 24 NORTH

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

25-18143-00

INTERIOR ELEVATIONS

A11.2

str

tio