PORTFOLIO Alan Macejewski
2
CONTENTS Professional Work Avenue One
4
Walmart Marriott AC Hotel
6
Southwest Airlines: Flight Training Center Expansion
8
Leadership Education and Aircrew Development (LEAD) Dallas County North Renovation
10
Victory Commons I
12
Academic Work Master’s Thesis: Artificial Intelligence in Structure
14
Architecture Vanguard Architecture Vanguard YouTube Channel
16
Automation Examples Make.com and Dynamo Automations
18
3
Avenue One Project Description:
Project Team:
Avenue One, the initial phase of a masterplan development, looks to establish and feature a prominent avenue. This modern development includes a five-level office building constructed with tilt wall and steel, coupled with a sixlevel parking garage hosting 629 parking spots. Within the office building, angled curtain wall facades showcase its architectural flair, while the space offers high-end interior finishes, a welcoming lobby, a fitness center, and a tenant lounge for all tenants.
Client
Location
Plano, TX
Typology
Office, Parking Structure
Category
Tilt Wall, Curtain Wall, Multi-Tenant
Size
135,147 SF (Office) 214,556 SF (6 Level Parking Garage)
Completion Date Construction Budget
4
TBD $36,394,854
Thakkar Developers
Architect BOKA Powell Structural Engineer MEP Engineer Civil Engineer Landscape Architect Contractor
Hunt & Joiner, Inc.
Westwood Professional Services Kimley-Horn Landscape Architect Moss
My Role: Serving as the Project Architect, I led all coordination efforts among consultants to produce high-quality construction documents for the project. An unexpected challenge arose when the project was faced with cost escalations after being on hold. Taking a value engineering response, I took the parking garage from a fully cast-in-place concrete garage to a precast concrete structure and reduced the office building from six levels to five cutting costs to meet the updated budget.
1.1
2
4 1/4"
2.6
4'-7 3/4"
CL
5'-0"
CL
5'-5 1/8"
CL
2
3
4'-6 7/8"
CL
5'-0" GL-1S
CL
5'-0"
CL
2.6
3
04 / A5.33
T.O. PARAPET HIGH EL. 182'-0"
T.O. PARAPET HIGH EL. 182'-0"
01 A5.12
9'-6"
T.O. PARAPET LOW EL. 177'-0" GL-1S T. O. LOWER ROOF EL. 172'-6"
T. O. LOWER ROOF EL. 172'-6"
GL-1S
14'-6"
GL-1V
LEVEL 5 EL. 158'-0"
LEVEL 5 EL. 158'-0"
LEVEL 4 EL. 143'-6"
LEVEL 4 EL. 143'-6"
LEVEL 3 EL. 129'-0"
LEVEL 3 EL. 129'-0"
10'-0"
14'-6"
GL-1V
7'-11"
82'-0"
GL-1S
METAL, MTL-3 ENTRANCE CANOPY
5'-4"
03 / A5.33
COMPOSITE SLAB
CL C 1'-10" L 2'-4 3/4"
GL-1S
14'-6"
GL-1V
STEEL FRAMING
GL-2V
1"
LEVEL 2 EL. 114'-6"
02 / A5.33
4'-7 1/2"
LEVEL 2 EL. 114'-6"
CURTAIN WALL SYSTEM
CL
CURTAIN WALL SYSTEM
GL-2S
COMPOSITE METAL PANEL
10'-2 3/8"
METAL, MTL-2
COMPOSITE METAL PANEL SOFFIT
CL
CONCRETE, C-1
GLAZING, GL-1V
°
AUTOMATIC DOOR AS SCHEDULED
80.00
9'-10 1/2"
GL-2V
CONCRETE, C-2
SLAB ON GRADE
80.00 °
1
LEVEL 1 EL. 100'-0"
LEVEL 1 EL. 100'-0"
LEVEL 1 EL. 100'-0" UNDERSLAB VAPOR BARRIER 01 / A5.33 SUBGRADE DRAINAGE
5
Walmart Marriott AC Hotel Project Description:
Project Team:
The Marriott AC Hotel situated on Walmart’s campus is a 5-level, 100,000 square foot hotel. The ground floor serves as a hub for public amenities, featuring a welcoming lobby, a stylish hotel bar, a spacious 3,500 square-foot event area, and an inviting outdoor prefunction space. Moving upward, the second, third, and fourth floors house the guest experience, each offering 51 thoughtfully designed guestrooms, amounting to 153 total rooms. Ascending to the fifth level, guests can indulge in a sophisticated roof-bar terrace area and an intimate boardroom.
Client
Bentonville, AR
Typology
Hotel
Category
Stick Frame Over Podium, Multi-Unit
Size Completion Date Construction Budget
6
100,826 SF (5 Levels) September 2024 $65,000,000
5G Studio Collaborative
Design Architect Architect-of-Record
BOKA Powell
Interior Designer
Ink+Oro
Structural Engineer
DCI Engineers
MEP Engineer
HP Engineering
Civil Engineer
Walter P Moore
Foodservice Consultant Contractor
Location
Walmart
SWA Shawmut Design and Construction
My Role: As the Project Architect, I led the coordination efforts among various consultants, ensuring seamless integration of all systems. A unique aspect of this project was serving as the architectof-record, necessitating collaboration with a design architect. This collaboration also required consideration of Marriott’s and Walmart’s specific standards. My responsibilities extended to managing specific BIM requirements to deliver the project and meet the standards of both Marriott and Walmart.
D
1
65'-2"
SECTION DETAIL SCALE: 3" = 1'-0"
03 SECTION DETAIL
REF: 03 / A04.101
SCALE: 1 1/2" = 1'-0"
01
REF: 01 / A04.101
732 522),1* 522) &29(5%2$5' 635$< $33/,(' ),5(3522),1* 0(7$/ '(&. 5() 6758&785( [ &+$0)(5(' )57 %/2&.,1* 1$,/(5 )/(; )/$6+,1* ROOF EL. 68'-11"
Seal
11 3/8"
'2:17851(' %(17 3/$7(
Autodesk Docs://22024.100_Walmart HQ Campus AC Hotel/ARCH_22024_WALMART_HQ_CAMPUS_AC_HOTEL-BIM360_v22.rvt
&2/' )250(' 0(7$/ )5$0,1* (;7(5,25 6+($7+,1*
9 1/8"
Proje
SHEET NOTESWM 127( 5()(5 72 6+((7 $ )25 522) 3/$1 Proje *(1(5$/ 127(6 6<0%2/6 /(*(1' 5()(5 72 $ )25 522) .(<127(6 SHEET NOTES 220 )/8,' $33/,(' 0(0%5$1( $,5 %$55,(5 127( Desc 5()(5 72 6+((7 $ )25 522) 3/$1 5()(5 72 6+((7 $ )25 )/225 SEC *(1(5$/ 127(6 6<0%2/6 /(*(1' 3/$1 *(1(5$/ 127(6 6+((7 * $/80,180 5$,16&5((1 62)),7 5() 5&3 )25 9(17 /2&$7,216 5()(5 72 $ )25 522) .(<127(6 )25 6<0%2/6 $&0 )$6&,$ 62)),7
1 1/4" 1/2"
10/31/2022 5:41:18 PM
5()(5 72 6+((7 $ )25 )/225 3/$1 *(1(5$/ 127(6 6+((7 * )25 6<0%2/6
Scal
WALMART CAMPUS02
SECTION DETAIL SCALE: 3" = 1'-0"
REF: 04 / A04.100
As i
ID
City of
© 2022
BENTONVILLE, AR 62'-8" 28'-8"
28'-8"
FACILITY # XXXXX-XXX (SUPER
01
$
H
H
62'-8" 5'-4" 5'-4"
28'-8"
4'-10 1/8"
A03.109
H
01 ______ _____
55'-4" TYP
A04.201
01
H
5005 Greenville Avenue Dallas, TX 75206 United States
A04.201
SIM
H
02 ______ _____
COVERED ROOFTOP PATIO 507
A04.201
H
Tel 214.2 Fax 214.
GENERAL NOTES
H
56'-4 5/8"
3'-9"
47'-11 5/8"
+27 )/8,' $33/,(' :$7(53522),1*
GENERAL NOTES
A04.201
SIM
ROOF EL. 68'-11"
COVERED ROOFTOP PATIO 507
ROOF EL. 68'-11"
8070 Park Ln, Suite 300 Dallas, TX 75231
Tel 972.
1217 Main St #500 Dallas, TX 75202
Tel 214.
1217 Main St, Suite 300 Dallas, TX 75202
Tel 214.
56'-4 5/8"
ROOF EL. 68'-11"
02 ______ _____
SIM
47'-11 5/8"
+27 )/8,' $33/,(' :$7(53522),1*
4'-0 1/4"
02 ______ _____
01 ______ _____
H
51'-10"
CL
FIRE STAIR 2 554
90'-4 1/4"
H
A03.102A
4'-10 1/8"
5'-4"
A04.201
207'-3 1/2"
01
55'-4" TYP
28'-8"
01
4'-0 1/4"
A03.102A
A03.109
$
FACILITY # XXXXX-XXX (FOUND
207'-3 1/2"
5'-4"
90'-4 1/4"
28'-7"
28'-7"
6'-0 1/2"
63'-3 1/2"
A09.200
$ %
$ $
88'-0"
H
27'-4"
50'-8"
. 27'-4"
KEY PLAN
50'-8"
.
.(< 3/$1
KEY PLAN &
23'-5 3/4"
2'-8"
10 1/4"
4'-0"
%
10 1/4"
23'-5 3/4"
CL
5'-0"
10 1/4"
23'-5 3/4"
CL
5'-0"
:$// 7<3( % 4 5/8" CL 12'-4 7/8" 4 5/8" CL 12'-5 C1/2" L 12'-4 7/8" CL 12'-5CL1/2"12'-5 1/2"
LEVEL 3 EL. 28'-0"
86'-0" 86'-0"
10'-8"
90'-4"
7'-10 1/8"
C
4'-5 7/8" L
MK 323
MK 321
MK 323
7'-10 3/8"
CL 4'-8 7/8"
9'-3 5/8"
CL 4'-8 3/8"
9'-4 1/8"
K 325
Q/Q 327
Q/Q 329
K 331
K 333
K 335
K 337
MK 339
K 325
Q/Q 327
Q/Q 329
K 331
K 333
K 335
K 337
MK 339
MK 341
MK 326
MK 328
Q/Q 332
K 330 02 A03.102A
5'-3 3/8"
4 5/8"
6'-9 3/8"
4'-10 5/8"
CL 12'-0 3/4"
7'-6 7/8"
4'-9 1/8"
CL 1/2" 12'-5
7'-8 3/8" CL
4'-7 5/8"
12'-5 1/2"
7'-9 7/8" CL
4'-10 1/8"
12'-5 1/2"
7'-7 3/8" CL 12'-5 1/2"
9'-4 5/8" 4 5/8"
4'-7 7/8" 13'-7CL7/8"
9'-4 1/8"
4'-8 3/8"
14'-0 1/4"
4'-8 3/8"
14'-0 1/4"
14'-0 1/2" CL
13'-7 5/8"
4'-7 3/8" 02
4 5/8"
7'-10 1/8"
4'-5 7/8"
CL 12'-5 1/2"
7'-11 5/8" CL
12'-5 1/2"
CL A03.102A H
4 5/8"
5'-3 3/8"
6'-9 3/8" CL 12'-0 3/4"
4'-10 5/8"
7'-6 7/8" CL 1/2" 12'-5
4'-9 1/8"
7'-8 3/8"
% CL 12'-5 1/2" SLOPE
SCALE: 1/8" = 1'-0"
7'-9 7/8" CL
12'-5 1/2"
4'-10 1/8"
7'-7 3/8" CL 12'-5 1/2"
9'-4 5/8" 4 5/8"
4'-7 7/8" 13'-7CL7/8"
9'-4 1/8" 14'-0 1/2" C
LEVELL 1 EL. 0"
13'-7 5/8"
4'-7 3/8" 4 5/8" CL
7'-10 1/8" CL 12'-5 1/2"
4'-5 7/8"
7'-11 5/8"
K 336
CL
12'-5 1/2"
K 336
K 334
4'-8 3/8"
CL
7'-9 1/8"
03 ______ _____ A04.202
H
81'(5 6/$% 9$325 5(7$5'(5 $1' '5$,1$*( 0$7
CL
Q/Q 340
K 338
4'-6 7/8"
12'-5 1/2"
7'-10 5/8"
ENG/MECH K 109338
Q/Q 345
Q/Q 347
K (MOD) 349
K 343
Q/Q 345
Q/Q 347
K (MOD) 349
Seal / Signature 02
A03.108
H
02
K 342
MK 344
4'-9 3/8"
CL12'-5 1/2"
7'-8 1/8" CL
Q/Q 340
4'-7 7/8"
12'-5 1/2"
K 342
7'-9 5/8" CL
4'-6 3/8"
12'-5 1/2"
7'-11 3/8"
9'-4 5/8"
CL 12'-5 3/4"
4 5/8"
H
:$// 7<3( % FIRE STAIR 1 83
MK 346
4'-7 7/8"
9'-4 1/8"
4'-7 7/8"
9'-4 1/8"
13'-7 7/8" CL
Q/Q (ACC) 348
K 350
Q/Q (ACC) 348
K 350
K (MOD) 352
CL
12'-5 1/2"
271'-0"
4'-6 7/8"
7'-10 5/8" CL12'-5 1/2"
4'-9 3/8"
7'-8 1/8" CL
12'-5 1/2"
4'-7 7/8"
7'-9 5/8" CL
12'-5 1/2"
4'-6 3/8"
7'-11 3/8" CL 12'-5 3/4"
9'-4 5/8"
4'-8 3/8"
13'-8 1/8" CL
SLOPE4 5/8"
13'-7 7/8" CL
4 3/8"
4'-8 3/8"
13'-8 1/8" CL
10'-4 3/4"
4'-10 7/8"
10'-4 3/4"
4 3/8"
10'-4 3/4"
9'-10 1/2"
4'-5 1/2"
CL 14'-9 3/8"
10'-4 3/4"
4'-10 7/8"
9'-10 1/2"
8'-0" CL
C 14'-9 3/8"
4'-5 1/2"
4'-8"
12'-5 1/2"
8'-0"
8'-0"
1'-0"
8'-0"
1'-0"
CL 12'-8"
12'-5 1/2"
.
03 ______ _____ A04.202
4'-8"
Project Number
C 12'-8"
L L L LEVEL 1 EL. 0" 12'-0" 5,*,' ,168/$7,21 5 0,1 C
.
22024.100
&
81'(5 6/$% 9$325 5(7$5'(5 $1' '5$,1$*( 0$7
& %
Scale
REF: 1 / A03.102
3/8" = 1'-0"
LEVEL 3 FLOOR PLAN SCALE: 1/8" = 1'-0"
WALL SECTION - BUMP OUT
REF: 1 / A03.102
WALL SECTION - BACK OF HOUSE
KEY PLAN
Description
.(< 3/$1
WALL SECTIONS KEY PLAN
H
SIM
10.31.2022
Project Name
WMC - HOTEL, ZONE
K (MOD) 352
12'-0" 7'-9 1/8"
355
MK 346
MK 344
A03.108
83
271'-0"
4'-8 3/8"
H
6'-3 3/4"
FEC
5,*,' ,168/$7,21 5 0,1
%
LEVEL 3 FLOOR PLAN
4'-7 5/8"
6'-4"
FIRE STAIR 1 5 ,168/$7,21 ,1 (;7 :$//6 7<3 355
K 334
H
H
6'-0"
MK 324
4'-8"
K 343
'1
H
1'-4 3/4"
A03.103
6'-0"
K 322
CL
7'-9 1/2"
4'-4"
K 320
Q/Q 332
K 330
CL 4'-7 1/2"
7'-10"
FEC
4'-4"
K 318
MK 328
$ $
K 316
MK 326
$ %
Q/Q MOD 314
ASSISTANT MANAGER 137
1
12'-8"
5 &217,18286 ,168/$7,21 81'(5 )/2256 7<3
13'-4"
MK 324
:$// 7<3( %
$ $
K 322
4'-8"
12'-5 1/2"
T.O. OPENING EL. 13'-4"
MK 341
FEC
$ %
K 320
12'-5 1/2"
H
A03.103 A03.103A
6'-3 3/4"
H
'1
K 318
LEVEL 2 EL. 17'-4"
CL
03
FEC
4'-4"
K 316
CL
8'-0 5/8"
H
FEC
Q/Q MOD 314
12'-8 5/8"
. 6'-4"
A03.108
A03.109
H
MK 321
C
4'-7 3/8" L
03
A03.108
T.O. OPENING EL. 13'-4"
7'-11 5/8"
H
14'-0 1/2"
4'-8"
7'-3"
C
4'-7 3/8" L
14'-0 1/2"
CL
7'-9 1/2"
CL
7'-10 5/8"
4 5/8"
CL 4'-7 1/2"
7'-3"
C
4'-6 7/8" L
01
12'-5 3/4"
7'-10"
CL
7'-10 1/8"
H
12'-5 1/2"
4'-8"
21'-2 3/4"
C
4'-7 3/8" L
03
A03.108
A03.109
12'-5 1/2"
CL
8'-0 5/8"
21'10 -2 3/4" 1/4"
7'-9 5/8"
CL 4'-8 3/8"
9'-4 1/8"
A03.103A
1 01
4'-8"
C
4'-7 7/8" L
12'-5 1/2"
CL 4'-8 7/8"
9'-3 5/8"
12'-8"
64'-4"
7'-10 1/8"
12'-5 1/2"
7'-10 3/8"
12'-5 1/2"
10101/4" 1/4"
C
4'-7 3/8" L
12'-5 1/2"
C
4'-7 3/8" L
12'-5 1/2"
22' 10-1/4" 5 3/4"
12'-5 1/2"
7'-11 5/8"
12'-8 5/8"
03
207'-4"
H
CL 4'-8 5/8"
9'-3 5/8"
C
4'-5 7/8" L
14'-0 1/2"
4'-8"
7'-10 1/8"
14'-0 1/2"
64'-4"
C
4'-7 3/8" L
01
4 5/8"
5 ,168/$7,21 ,1 (;7(5,25 :$//6 7<3
CIRCULATION 353
7'-10 5/8"
A03.108
13'-7 5/8"
5 &217,18286 ,168/$7,21 81'(5 )/2256 7<3
FEC
C
4'-6 7/8" L
4 5/8"
22'-5 3/4"
7'-10 1/8"
12'-5 3/4"
CL
C
4'-7 3/8" L
12'-5 1/2"
1'-0"
7'-9 5/8"
12'-5 1/2"
CL
C
4'-7 7/8" L
12'-5 1/2"
4'-4"
7'-10 1/8"
12'-5 1/2"
4'-4"
14'-9 1/4"
C
4'-7 3/8" L
12'-5 1/2"
2'-0"
CL 4'-8 3/8"
9'-4 1/8"
MK 319
ELECTRICAL 357
CIRCULATION 353
K 301
LEVEL 2 EL. 17'-4"
12'-5 1/2"
CL 4'-8 5/8"
9'-3 5/8"
14'-0 1/2"
CL 4'-7 7/8"
MK 319
ELECTRICAL HOUSEKEEPING 357 351
Q/Q 303 K 301
CL 4'-8 3/8"
9'-4 1/8"
4 5/8"
2'-0"
8'-1"
Q/Q 303
13'-7 5/8"
1'-0"
9'-7CL1/8"12'-4 3/8" 14'-9 1/4"9'-7 1/8" CL
7'-9 3/4"
9'-0"
K 302 HOUSEKEEPING 351
K (ACC) 305
CL
CL
2'-0"
13'-7 7/8"
01
.
:$// 7<3( % 207'-4" 14'-0 1/2"
15'-10 3/4"
7'-9 4'-73/4" 1/4"
K 302
K (ACC) 305
1'-4 3/4"
GENERAL NOTE
LEVEL 3 EL. 28'-0"
.
CL 4'-7 7/8"
9'-0"
2'-0"
12'-5 3/4" 14'-7 1/2"
GENERAL NOTE
CL
K 307
02
13'-7 7/8"
8"
A03.103A
$ & H
Description
10.31.2022 ISSUE FOR PERMIT/GMP
:$// 7<3( %
15'-10 3/4"
C
Q/Q (ACC) 304
'1
Q/Q (ACC) 304
CL CL CL CC 4'-9 3/4" 7'-7 3/4"7'-10 1/4" 4'-9 3/4" 4'-7 1/2" 7'-104'-8 1/4"1/2" LL 4'-7 9'-11" 1/2"
12'-5 1/2"12'-5 3/4"
10'9'-7 -2 1/8"
2
H
FIRE STAIR 2 354
K 307
10'-2 1/8" 4'-7 1/4"
A03.103
83
K 309
H
'1
8'-1"
2
02
H
K 306
FIRE STAIR 2 354
7'-4"
C C C
A03.103
A03.103A
Date
:$// 7<3( % 83
.
7'-7 3/4"
12'5'-4 -5 1/2" 1/4" 28'-5 3/4"10 1/4"
7'-7 3/8"
SIM
K 306
H
01
12'-C4L 3/8" 12'-5 1/2"
H
4'-9 7/8"9'-7 1/8" 7'-6 1/2" 4'-9 7/8"4'-8 1/2" 7'-6 1/2" 7'-9" 4'-8 1/2" 4'-8"
A06.104
FEC
Q/Q 308
2'-8"
Q/Q 308
FEC
12'-5 1/2"12'-5 1/2" 12'-5 1/2"12'-5 1/2"
CL 4'-8 1/2"
Q/Q
CL
310 04 ______ _____
207'-4"
.
A03.102A
90'-4"
K 315 Q/Q 313
8"
Q/Q 310
5'-4 1/4" 10 1/4"
7'-9" 7'-9 1/2" 4'-8" 4'-9 1/2" 7'-9 1/2"7'-7 3/8" 4'-9 1/2"
4'-8"
K 315
K 309
149'-4"
Q/Q 312
Q/Q 312
K 311
14'-7 1/2" 12'-5 1/2"
7'-4"
4'-8"
4 5/8" 7'-11 3/8" C
4 5/8" 12'-4 7/8" 12'-5 1/2"12'-4 7/8"
CC C C C
12'-5 1/2"12'-5 1/2"
H
4'-0"
Q/Q 313 K 311
C
12'-5 1/2"12'-5 1/2"
L 4'-8" 7'-9 1/2" 7'-10"L 4'-8"L 4'-7 1/2" 7'-10" 7'-9 1/2"L 4'-7 1/2" L 4'-8" 7'-9 1/2" 7'-10"L 4'-8"L 4'-7 1/2" 7'-4'-5 7'-9" 7'-9 1/2"L 4'-8 1/2" 10" 1/2" L L 4'-77'-11 1/2"3/8" 4'-5 1/2" L
A03.109
10 1/4"
10'-8"
H
.
C
149'-4"
K 317
$
1
A03.102A
01
62'-8"
23'-5 3/4"
K 317
.(< % 3/$1
1
REF: 1 / A03.102
ID
WALL SECTION - CURTAIN WALL AND BUMP OUT
6'-0 1/2"
3'-6" 2'-6"
06 ______ _____
.
207'-4"
4'-4"
CL
22'-0"
:$// 7<3( %
SIM
:$//6 7<3 39& 522),1*
88'-0"
LEVEL 4 EL. 38'-8"
4'-4"
CL
5'-0"
22'-0"
H
H
LEVEL 4 EL. 38'-8"
8" 5'-0"
01
28'-5 3/4"
A04.202
SHEET NOTES
A09.200
:$// 7<3( %
$ &
Autodesk Docs://22024.100_Walmart Autodesk Docs://22024.100_Walmart HQ Campus AC HQ Campus AC 10/31/2022 5:25:56 PM10/31/2022 5:25:56 PM Hotel/ARCH_22024_WALMART_HQ_CAMPUS_AC_HOTEL-BIM360_v22.rvt Hotel/ARCH_22024_WALMART_HQ_CAMPUS_AC_HOTEL-BIM360_v22.rvt
03 ______ _____
63'-3 1/2"
29'-3 5/8"
7'-4"
41'-4"
62'-8"
H
4'-8 1/2" L 9'-11" 7'-9"
7'-4" 8" 2'-8" 7'-4" 2'-0"
2'-0"
8"
LEVEL 2 EL. 17'-4"
SHEET NOTES
REF: 1 / A03.102
%
SIM
81'(5 6/$% 9$325 5(7$5'(5 $1' '5$,1$*( 0$7
),5( 67$,5
H
2'-10 1/2"
41'-4"
62'-8"
%
5 ,168/$7,21 ,1 (;7 :$//6 7<3
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VOLUME SHEET
H-Z2S V1
Southwest Airlines: Flight Training Center Expansion Project Description:
Project Team:
The Southwest Airlines Flight Training Center expansion, situated at the Dallas Love Field headquarters, introduced eight full flight simulators (FFS), alongside supplementary offices, classrooms, and pilot instruction areas, increasing the campus total to 26 FFS. Extensive flight training and instructional space is located on the fourth floor above the simulator gallery. Additionally, there was a combination of a heavy MEP scope for the simulators and extensive interior design work for a pilot’s lounge and pseudo-event space, enhancing the center’s functionality and comfort for pilots and visitors.
Client Architect Structural Engineer MEP Engineer
Southwest Airlines BOKA Powell L.A. Fuess Partners Reed, Wells, Benson and Company
Civil Engineer
Westwood Professional Services
Landscape Architect
Westwood Professional Services
Contractor
McCarthy
My Role: Location
Dallas, TX
Typology
Aviation
Category
Tilt Wall, Curtain Wall, Technical
Size
127,558 SF
Completion Date
March 2023
Construction Budget
$44,293,886
8
As the Project Architect, I worked closely with a manager to deliver the construction documents given the extensive coordination efforts required. The uniqueness of this project stemmed from the amplified MEP coordination essential for the simulators and increased structural coordination, necessitated by the presence of dual roofs and tornado-proof walls. Additionally, the inclusion of artistic precast panels at a prominent entryway further distinguished this development. My responsibilities encompassed managing these complex aspects, ensuring precision, and facilitating the smooth production of construction documents.
CONSTRUCTION SPECIALTIES MODEL: ASMC OR SIMILAR CURTAIN WALL SYSTEM (VISION GLASS), AS SCHEDULED
K
5/8" GYPSUM BOARD
FIRE TAPE 3 5/8" METAL STUD WITH THERMAL INSULATION
FIRE DAMPER, REFER TO MECHANICAL.
PRECAST CONCRETE PANEL, REFER STRUCTURAL
CONCRETE COLUMN BEYOND
24" RAISED ACCESS FLOORING SYSTEM
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A12
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PAN JOIST STRUCTURE, REFER TO STRUCTURAL
1" EXPANSION JOINT FILLER
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JOINT FILLER NEOPRENE
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FIRE SAFING, TYPICAL
PAN JOIST STRUCTURE, REFER STRUCTURAL
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05 A3.74
A11.8
A11.8
A12
A12.3
A12.3
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PRE-MANUFACTURED, PREFINISHED COPING SYSTEM WITH CONTINUOUS CLEATING, CLIPS AND FASTENERS
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A11.8
A12
A12.3
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3/4" TREATED SHEATHING SINGLE PLY ROOF MEMBRANE FLASHING
THERMAL INSULATION INFILL
ROOF EXPANSION JOINT, EMSEAL JOINT SYSTEMS MODEL: BG-400
5/8" GYPSUM BOARD 3 5/8" METAL STUD WITH THERMAL INSULATION
INSTALL FIRE PILLOWS BETWEEN BOTTOM OF WALL H.3 AND FOR FULL EXTENTS OF TRENCH TO EFFECTIVELY ISOLATE ROOMS CONCRETE OVERPOUR SLAB,
SINGLE PLY MEMBRANE FLASHING SINGLE PLY MEMBRANE FLASHING THERMAL INSULATION INFILL
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05 A3.52
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HOT FLUID APPLIED WATERPROOFING MEMBRANE
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METAL EXPANSION JOINT COVER TYPICAL AT EXPOSED LOACATIONS
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DRAINAGE MAT, REFER TO STRUCTRAL DRAWINGS
PAN JOIST ROOF STRUCTURE, REFER TO STRUCTURE
FOUNDATION SLAB, REFER TO STRUCTURAL
DRAINAGE MAT, REFER TO STRUCTRAL DRAWINGS
2" BACKER ROD, TYPICAL EXPANSION JOINT, MAINTAIN 1" GAP BETWEEN TYPICAL AT DDS PAD BOTTOM OF SHEATHING PERIMETER AND TOP OF BALLAST SLAB
STRUCTURAL FOAM, REFER TO STRUCTURAL
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SINGLE PLY MEMBRANE FLASHING
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9
Dallas County North Renovation Project Description:
Project Team:
During the pandemic, Dallas County prioritized operational continuity while implementing crucial modifications. A significant addition included a spacious entry vestibule, enhancing accessibility and safety measures for continuous public access. Furthermore, multiple new sets of stairs were installed in the atrium, facilitating single-direction traffic flow within the premises. In direct response to pandemic protocols, comprehensive updates were made to all courtrooms. These alterations were specifically designed to accommodate social distancing requirements.
Client
Structural Engineer
Location
Dallas, TX
My Role:
Typology
Adaptive Reuse, Renovation
Category
Tilt Wall, Curtain Wall, Technical
Size
27,368 SF (Existing) / 736 (New)
Completion Date Construction Budget
10
November 2021 $3,843,347
Owner Representative Architect
Dallas County Pritchard Associates BOKA Powell L.A. Fuess Partners
MEP Engineer
Purdy-McGuire
AV/IT
Novom Group
Contractor
Adolfson & Peterson Construction
In this project, I served as both Design and Project Architect with sole responsibility of coordination and documentation. Extensive code research was conducted, especially concerning the alteration of the atrium and other existing conditions. The addition of multiple stairs within the atrium required specific structural consideration, since they were cantilevered into the atrium space. Maintaining strict seals for smoke control from the atrium posed a particular challenge that required careful planning and detailing. Finally, the design and integration of the entry vestibule and canopy were exclusively my responsibilities. Tying into the existing exterior facade, this design element demanded seamless incorporation, balancing functionality and aesthetic coherence.
5
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A2.61
MCM SOFFIT AND 06 MEMBRANE FLASHING -FASCIA BOND TO ROOF A2.62
EXISTING METAL STUD WITH NEW THERMAL INSULATION AS REQUIRED
2
05
C.1
RZQHU TPO ROOF OVER '$//$6 &2817< BOARD AND RIGI &200(5&( 7+ ) '$//$6 7;
P H S HQJLQHHU 385'< 0&*8,5( ,1& 1 '$//$6 3$5. '$//$6 7;
A2.62
3
BEAM CORNER RADIUS
5
6" COLD FORMED METAL FRAMING WITH 2 THERMAL INSULATION
06
/(9(/
3
2
5" RIGID INSULATION 2
ON STEEL DECK SEALANT PER MANUFACTURER'S
01
1
SHIM CURTAIN WALL AS NEEDED
3
SINGLE PLY ROOFING SYSTEM
TPO ROOF JOINT JOINT SYSTEMS
RZQHU UHSUHVHQWDWLYH 35,7&+$5' $662&,$7 1257+ $.$5' 67 '$//$6 7(;$6
C.3 GYP. BOARD ON 7/8" FURRING CHANNEL 5/8" ON 3 5/8" COLD FORMED METAL FRAMING
(4
A5.02
TERRAZZO, TZ-1
CONTINUOUS 3/4" TREATED PLYWOOD
1
(4
STEEL BEAM WITH INTEMESCENT PAINT HSS STEEL COLUMN WRAPPED IN 2 LAYERS OF GYP BOARD (/ COLD FORMED METAL FRAMING FURRING CHANNEL J-MOLD WITH SEALANT 5/8" GYP5/8"BOARD GYPSUM BOARD, ALIGN TO EDGE OF
APPLY INTEMESCENT PAINT TO CURTAIN WALL ANCHOR
CURTAIN WALL SYSTEM AS SCHEDULED FLEXIBLE FLASHING TWO PIECE COUNTER FLASHING SYSTEM /(9(/ (/ C.6 D
METAL ROOF ON COVER (4
RECOMMENDATIONS CURTAIN WALL ANCHOR 2 LAYERS 5/8" TYP X GYP. BOARD OVER FURRING CHANNEL
PAINT
EXISTING SHIMMETAL CURTAIN WALLDECK AS NEEDED
SHIM CURTAIN WALL AS NEEDED
4.6
C.3
RIGID INSULATION AND BOARD, COVER RIGID BOARD INSULATION
CURTAIN WALL AS SCHEDULED
PREFINISHED STANDING SEAM METAL /(9(/ ROOFING(/ ON HIGH TEMP SELF ADHERED STEELUNDERLAYMENT BEAM WITH INTEMESCENT MEMBRANE
4.7
C.1
STEEL FRAMING WITH APPLIED C.3FIRE PROTECTION
5
INT_20122_DCN_RENO-CENTRAL_v20_detached.rvt
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5
0,1
CONCRETE SLAB AND BRICK LEDGE
UNDERSLAB VAPOR BARRIER
METAL FLASHING
CHANNEL CLOSURE WEEP, NO SELANT 5 PREFINISHED COMPOSITE METAL SOFFIT PANEL SYSTEM FORMED ALUMINMUM TRIM PAINTED TO MATCH CURTAIN WALL MULLION COLOR SELF ADHERED FLEXIBLE FLASHING, LAP OVER JOINT
MASONRY VENEER
TERMINATION BA
STEEL BEAM WITH SFRM AS REQUIRED BY ASSEMBLY RATING FLUID APPLIED MEMBRANE AIR BARRIER
0,1
CONTINUOUS 2X TREATED WOOD BLOCKING
STEEL STRUCTURE WITH 1 HOUR FIRE PROTECTION
TWO PIECE SHEET METAL FLASHING AND COUNTER FLASHING SYSTEM CONCRETE COLUMN, BEYOND PREFINISHED STANDING SEAM METAL ROOFING ON HIGH TEMP SELF ADHERED MEMBRANE UNDERLAYMENT CONTINUOUS 3/4" TREATED PLYWOOD TREATED 2X BLOCKING 5" RIGID INSULATION METAL DECK DECK EDGE ANGLE STEEL BEAM 6&$/( BELLOW FLEXIBLE FLASHING
ZZZ ERNDS
MASONRY VENEER WITH5 STEEL LINTEL ANGLE
0,1
BRICK VENEER TO MATCH EXISTING BRICK COLOR. END WITH FULL BRICK ALONG NEW ROOF LINE STARTING CRUCIFORM STEEL COLUMN WITH BRICK 8" MIN. ABOVE ROOF SHEATHING. INTUMESCENT PAINT, BEYOND SELF ADHERED FLEXIBLE FLASHING FLUID APPLIED MEMBRANE AIR BARRIER
LOR.
7HO
PREFINISHED COMPOSITE METAL PANEL
MORTAR BED
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CONTINUOUS 3/4" TREATED PLYWOOD METAL STUD WITH THERMAL INSULATION WITHIN CONDITIONED SPACE 5" RIGID INSULATION
11
SINGLE PLY ROOFING SYSTEM
ASSEMBLY RATING
PRE-MANUFACTURED , PRE-FINISHED COPING SYSTEM WITH CONTINUOUS CLEATING, CLIPS AND FASTENERS
PREFINISHED STANDING SEAM METAL ROOFING ON HIGH TEMP SELF ADHERED MEMBRANE UNDERLAYMENT
GUTTER AND DOWNSPOUT
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Victory Commons I Project Description:
Project Team:
Victory Commons is a 15-story, 383,000 square foot core and shell office building accompanied by retail spaces and an 8-story parking garage. The expansive parking garage is designed to accommodate 1090 vehicles, catering to the needs of adjacent American Airlines Center. The scope comprised of comprehensive site development, including architecture and interior design across all facets of this expansive development. This project represents the initial stage of a larger vision, constituting phase 1 of 3 mixed-use office buildings on this site.
Client
Hillwood Urban
Architect
BOKA Powell
Location
Dallas, TX
Typology
Commercial Office / Mixed-Use
Category
Cast-in-Place Concrete, Curtain Wall, Interiors
Size
383,306 SF (Office) 429,810 SF (8 Level Parking Garage)
Completion Date
August 2022
Construction Budget
$100,069,526
12
Structural Engineer MEP Engineer MEP Engineer-of-Record Civil Engineer Landscape Architect
Thornton Tomasetti Purdy-McGuire Brandt Westwood Professional Services TBG
Security
HMA Consulting
Contractor
Balfour Beatty
My Role: My role encompassed in-depth involvement across various critical aspects of the project. Significant time was dedicated to specific aspects of the project including conducting openair garage calculations and site grading analysis. Additionally, I detailed interior brick elements, crafted design options for presentations, generated BOMA plans/calculations, and conducted studies aimed at expanding the building area (floor plate/levels). Finally, my contributions extended to intricate detailing across the entirety of the project for the production of construction documents.
9.0
03
9.1
A2.61
EXPOSED CAST-INPLACE CONCRETE REF STRUCTURAL
SPRAY APPLIED INSULATION
CEMENT PLASTER SOFFIT ON METAL FRAMING ALUMINUM COMPOSITE METAL PANEL
EXTERIOR SHEATHING
ALUMINUM COMPOSITE METAL PANEL
C:\BOKAP\REVIT_PROJECTS\ARCH_16097_VICTORY_LOT_E-CENTRAL_v18_jdockery.rvt
COLD FORMED METAL FRAMING
AESS-3 TRELLIS (P5) COLD FORMED METAL FRAMING
1
C
W-SECTION. REF STRUCTURAL
LIGHT FIXTURE REF ELECTRICAL
AESS-3 TRELLIS (P5)
METAL SOFFIT
1
03 / A2.62
C A OFFICE
FLUID APPLIED MEMBRANE AIR BARRIER
EXPOSED CAST-INPLACE CONCRETE REF STRUCTURAL
22' - 6"
GARAGE
CEMENT PLASTER SOFFIT ON METAL FRAMING
ALUMINUM COMPOSITE METAL PANEL ARCHITECTURAL CONCRETE WALL
FLUID APPLIED MEMBRANE AIR BARRIER
ALUMINUM COMPOSITE METAL PANEL
EXTERIOR SHEATHING
COLD FORMED METAL FRAMING
COLD FORMED METAL FRAMING ALUMINUM COMPOSITE METAL PANEL
EXTERIOR SHEATHING FLUID APPLIED MEMBRANE AIR BARRIER
28' - 10"
1' - 0" SCALE:
4' - 6"
14' - 0"
2' - 111 3/4"
01/A4.21
3
8' - 0 1/2"
1' - 0"
100B
100A
Dallas, Texas 75231
Tel 972.701.9000
Fax 972.991.3008
BRICK, BK-1
03 A5.34
/ A2.80 W-SECTION.03REF STRUCTURAL
03
6' - 1"
22' - 6"
S1
03 / A3.68b
D5
D5
EXPOSED CONCRETE 01 / A2.87 COLUMN, C-2
2' - 3 5/8"
05
D
ELEVATOR LOBBY SECTION BRICK DETAIL - OPTION 1
SCALE: 1 1/2" = 1'-0"
102
05
13' - 3"
S2-1
02 / A3.61
C7
SERVICE BRICK, BK-1 ELEV LOBBY 102
19' - 9"
STAIR #2 S2-1
02 ELEVATOR LOBBY - LEVELS 5-15
D5
THINSET BRICK, BK-4
F3
5' - 0"
3' - 6" 10 3/8"
landscape TBG 2001 BRYA DALLAS, T
D5
security HMA CONS 5010 WRIG STAFFORD
02 / A2.80
project 2601 VICTO DALLAS, T
ELEVATOR LOBBY 101
The drawings a the architect, a are subject to c published or us the architect.
original issue
ISSUE FOR CONSTRUCTION
ISSUE FO revisions
1 2 3
04 / A2.94
ISSUE FO ADDEND PR-04
06.17.2019
revisions
1
ADDENDUM #1
09.06.2019
02 / A2.87
METAL, AL-1 5
D4
10 / A2.87
PAINT, P-7
RANDOM BRICK BUMP OUT, REF 05 / A7.72
9' - 0"
A5.24
10' - 0"
9' - 4 5/8"
C
4' - 8 3/8"
D4
6' - 1 3/8"
B.4
SPRAY INSULATION
2
PERFORATED FELT WALL. REF TO SPECS
ENLAR LEVEL
9 1/4"
9' - 0 1/4"
2' - 2 3/4"
D4
7' - 6"
2' - 2 1/4"
B
7' - 10 3/4"
3' - 3" A
CONSTRUCTION KEY NOTES X
FILZFELT, MATRIX HANGING PANEL, 4' X 8' COLOR: 175 GRAPHIT 1
title
02 / A3.68
03 / A2.87
01
5
D4
2' - 4"
N7
02 A8.07 8/7/2020 8:52:41 AM
A5.52
F3
original issue
14' - 4"
FIRE COMMAND CENTER 103
03 A5.36
06
D5
34' - 10 1/2"
C6
8' - 1 5/8"
SCALE: 1/4" = 1'-0"
plotted:
15' - 0" 5' - 0"
7' - 6"
03/A7.62 SIM O.H.
103
1
civil PACHECO 7557 RAMB DALLAS, T
03/A4.20
D5
The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments ofF3service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the11'architect. - 7 1/2"
D3
3' - 3"
01/A7.60
civil 11' - 3" PACHECO KOCH 7557 RAMBLER RD, SUITE 1400 DALLAS, TX, 75231
project 2601 VICTORY AVE. DALLAS, TX 75219 C6
6
11' - 4 5/8"
security HMA CONSULTING 5010 WRIGHT RD, SUITE 150 STAFFORD, TX, 77477
METAL, AL-1
m.e.p. eng BRANDT 1728 BRIE CARROLL
01 A5.20
landscape architect TBG 2001 BRYAN ST, SUITE 1450 DALLAS, TX, 75201
C7 GWB
D5
A5.25
m.e.p. con PURDY-Mc 17300 DAL DALLAS, T
43' - 11"
6
structural THORNTO 8750 NORT DALLAS, T
02 A5.20
04/A4.21
02/A7.60
03 / A3.68c
7
39' - 8"
ELEVATOR DOOR
general co BALFOUR 3100 MCKI DALLAS, T
3' - 8"
SHAFT WALL CT FRAMING
04
m.e.p. engineer of record BRANDT 1728 BRIERCROFT COURT CARROLLTON, TX, 75006 9' - 3 5/8"
G100A
108' - 0"
AESS-3 TRELLIS (P-5)
7' - 11"
FE
ALUMINUM COMPOSITE METAL PANEL
m.e.p. consultant 1 PURDY-McGUIRE TRELLIS SECTION 17300 DALLAS PKWY, SUITE 3000 SCALE: 1/4" = 1'-0" DALLAS, TX, 75248
client HILLWOOD 3000 TURT DALLAS, T
2' - 4"
SCALE: 1/4" = 1'-0"
W SECTION, REF STRUCTURE
A5.34
2' - 4"
L ANGLE, REF STRUCTURE
05 / A2.61
02 / A2.62
35' - 0"
03
LINEAR LIGHT, REF ELECTRICAL
ELEVATOR LOBBY 300
plotted:
MORTAR NET 10" HIGH SNUG FIT IN CAVITY
04 / A2.80
03/A7.62
W SECTION BEYOND, REF STRUCTURE
LEVEL 3 EL. 137' - 6" 03/A4.21 EXPOSED CAST-IN-PLACE CONCRETE REF STRUCTURAL
05
structural engineer THORNTON TOMASETTI ALUMINUM COMPOSITE 8750 NORTH METAL CENTRAL PANEL EXPY, SUITE 700 DALLAS, TX, 75231
04 / A2.62
6/17/2019 6:56:10 PM
ELEVATOR LOBBY G100
2' - 5 5/8"
100' - 0"
SPRAY APPLIED INSULATION
5' - 3 5/8"
7
9.1
general contractor BALFOUR BEATTY 3100 MCKINNON ST. 7TH FLOOR DALLAS, TX, 75201
METAL, AL-1
1 1/8" 01/A7.61
1 3/8"
A5.20
9.0 03 A2.61
5' - 0"
RANDOM BRICK BUMP OUT (BK-2)
client A8.07 HILLWOOD URBAN 3000 TURTLE CREEK DALLAS, TX, 75219
8
5' - 0"
8.3
Tel 972.
4' - 6"
09.06.2019
08
04 / A8.01
architectu
1' - 0"
SCALE: 1 1/2" = 1'-0"
09.06.2019
8.3
4' - 6"
02/A7.61
8
BRICK MASONRY (BK-2)
05 / A2.80 TYP 08 / A2.80 ABOVE
05 TRELLIS SECTION
GWB
28' - 3 1/8"
1" GYP. BOARD
8070 Park AESS-3 TRELLIS (P-5)
2
D
A5.25
5/8" GYP. BOARD
08 / A3.14
RECESSED KNOX BOX www.bokapowell.com
04
AESS-3 TRELLIS (P5)
01
8070 Park Lane, Ste. 300 01 / A2.96
1' - 9"
A5.22
architecture interiors planning graphics EXPOSED CONCRETE COLUMN, C-2
1' - 9"
04/A2.96
06 / A2.80
4' - 1"
2' - 11 3/4"
3' - 6"
5' - 0"
3' - 3"
4' - 6"
1' - 9"
06 ENTRY CANOPY AXON
14' - 0"
4' - 6"
5' - 0"
1' - 0"
AESS-35' TRELLIS - 0" (P-5)
15' - 0"
B.4
14' - 0" 4' - 6"
12' - 9"
1' - 0"
5' - 7"
129' - 11 1/4"
12' - 9"
1' - 5"
A
15' - 0"
30' - 0" 7' - 0"
1
B
2
15' - 0"
C
C:\BOKAP\REVIT_PROJECTS\ARCH_16097_VICTORY_LOT_E-CENTRAL_v18_jdockeryR9NLL.rvt
ALUMINUM COMPOSITE METAL PANEL
title
INTERIOR ELEVATIONS TRUE
NORTH
PLAN NORTH
01
ENLARGED FLOOR PLAN LEVEL 1 LOBBY
SCALE: 1/4" = 1'-0"
project nu
1
13
date sheet
A2
Master’s Thesis: Artificial Intelligence in Structure Objective: Research and design a building where the structure could physically move and adjust to the natural elements in an effort to adapt and predict conditions. This would be achieved through utilizing the structural practices of tensegrity structures and advanced membrane facades.
14
The final presentation of my master’s architecture thesis was completed using Unity 5. I gave the formal presentation running the Unity 5 application displayed on a large TV. The presentation was a complete experience where the critics had the ability to navigate around the scene and interact with design elements while I presented my research on implementing artificial intelligence into architectural structures.
Combining Learning/Adaption, Kinetic Membranes, and Tensegrity Structures, yields a fully adaptive building structure the can evolve to its surroundings.
15
Architecture Vanguard - YouTube Channel Objective:
Analytics:
With a passion for exploring and sharing architecture’s technological advancements, the YouTube channel, Architecture Vanguard, was created in 2019. Its purpose is to share knowledge about current and future architectural softwares and integrations. Over 120 tutorials for Revit and 100 for Twinmotion were created, driven by the love for learning and the desire to assist others.
324 videos 21.3k subscribers 2.3m channel views Average 1.26 videos published per week since inception 2.6k video comments 97.1% Like vs. Dislike
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