Mitch Broussard ARCHITECTURAL DESIGNER
Phone: Email:
337.278.6504 mitchbroussard75@gmail.com
Ruby Slipper Mobile, AL Historical Renovation
The Staples-Pake’s renovation was a mixed-use program with apartments on the upper floors and commercial space on the street level. Ruby Slipper bought the commercial space, and Design Office, LLC performed the design of the interior build-out. Keeping true to the boozy brunch 1/24/2018 2:36:15 PM
theme of their various locations in New Orleans, the design of the Ruby Slipper in Mobile is centered around the bar. The rustic aesthetic of the popular brunch chain from New Orleans, known for their delicious breakfast foods and stiff cocktails, is juxtaposed by the century’s old ornate crown molding and delicate tile flooring. A tin panel ceiling above the bar conceals the HVAC system. Patrons are served on a marble
Notes:
GFI
Q:\projects\2017\17133 - Ruby Slipper - 100 N Royal St - Mobile AL\Revit Locals\2017.10.12 - 17133 - Ruby Slipper - Mobile AL - central_JM.rvt
1
Furniture Plan 1/4" = 1'-0" 2 A-301
CopyrightCeiling © 2016 Design Office L.L.C. This Document Suspended Wood-Framed to hide Elec. & Ducts. Built-inis the Property of Design Office L.L.C. Lighting. 9' above Finish Floor. Pressed Tin Tile Finish to underside. 2. Mech. Chase enclosure extending from top of bathroom ceiling to existing Historical Fur-down. Electical Feed for Lights in Bar Ceiling wired parallel to HVAC. - HVAC size and location TBD 3. Wood-Framed Ceiling to hide Elec. & Ducts. Built-in 4" LED Can Lighting 9' above Finish Floor. Pressed Tin Tile Finish to underside. 4. Existing Historic Plaster Finished Fur-down w/ Historic Crown Molding 5. Wood Framed Gyp Ceiling Built-in 4" LED Can Lighting 8'-3 3/4" above Finished Floor. 6. 2'X2' ACT Ceiling to align w/ existing transom rail. Ceiling by window to be raised 2'-0" to accommodate window height. 7. A/C Vents 8. A/C Ducts 9. Existing Beams 10. Existing Historic Plaster Finished Ceiling w/ Historic Crown Molding
This Document may NOT be Copied or Used for Construction without Written Consent from Design Office L.L.C. Direct inquiries to Design Office L.L.C. 1 A-513
3
2
4
9
7
8
7
10
7
2 A-401 4 A-401
6 3/4"
13' - 9"
4' - 4"
1' - 5"
1.
3
1
5
7' - 5 1/4"
1/24/2018 2:36:34 PM
bar top mirroring the Historic marble wainscoting running along the perimeter walls of the restaurant.
A-401 2 A-400
My role in the Ruby Slipper consisted of modeling existing conditions in BIM, designing furniture layouts, detailing bar and casework construction, and producing marketing materials for the Ruby Slipper. Enscape, a virtual rendering engine, was used in conjunction with Revit to provide renderings and virtual walkthroughs for their social media campaign.
82ND AIRBORNE MUSEUM FORT BRAGG, NC INTERIOR RENOVATION
Design Office was awarded a Federal Contract to redesign Fort Bragg’s 82nd Airborne Museum Exhibit. Design Office worked closely with the curators to document and account for over 700 military artifacts that were present in the existing museum. Through the development of the design, we realized that the exhibit was primarily for soldiers as opposed to the general public. This shifted the design teams focus on creating an exhibit that fostered a teaching atmosphere where all soldiers could effectively learn the history of their division holistically and during various eras. Design Office performed architectural, graphic, lighting and structural design. 2
3
A
B
4
C
16'-9"
Existing Mech.
D
15'-7 3/4"
15'-9 3/4"
C.5
11 1/4"
5
E
12'-3" DESIGN OFFICE llc
1 1b
1c
1c
1a
1b
1b
2. Existing window to remain. 1a
1 A-105
1b
1a
1
1b
7
1b
1a 1b
8'-6 1/2" 5'-0"
1a
1a
14'-3"
Section 5 and 6 Panama and Grenada
1b
1a
1b
8'-6 3/4"
7'-5 1/2"
1a
1b
A-103b
2
2'-9"
R 120'-0"
1
2
5'-0"
1b
1b
1c
2
7'-5 1/4"
1b
2 7'-3 1/4"
1a
2
1b 2
1b
1a
1
3'-10 1/2"
1c 1b
1a
1b
1a
1b
1b
1b
1b
Entry
1b
1a
Section 1 WWI
1b
13'-8"
2
1a
7 A-503
1
1b
1a 1c
1b
1a
1b
4" 7'-3 1/
6"
1a
Existing Gift Shop
A-502
1b
1b
2
A-814
5'-0"
9'-9 1/2"
3
1b
1 A-104
1b
10'-2 3/4"
11'-10 1/2"
1a
1b
1b
1b
1b
1a
Existing Restroom
1 A-815 seating
3
1b
5
1
1'-11"
2
1a
1a
A-501
1a
1b
1'-5 3/4"
Existing Restroom
Lobby
2
13'-8"
A-806
3'-0"
1a
Section3 and 4 Post War and Vietnam
1b
6
3'-0"
7'-5 1/4"
1a
15'-11 1/2"
4
1b
4
1'-4 3/4"
5 1b
Section 2 WWII
2 A-815
past commanders
2 1a
1b
Existing Admin.
2
1b
3 1
2
6
7'-5 1/ 2"
2'-9"
1b
2.5
3. Existing concrete floors to be patched as needed, concrete to be polished via Retro Plate concrete polishing system-Midnight (#212625)/Class C-Medium aggregate/ level 2-satin-or aproved equal.
Fabrication Drawings
1b
82nd Airborne Exhibit Design
1a
1'-0 3/4"
1b
1a
1b
2'-0 3/4" 2'-10"
1b
1b
2
5.5
1. Existing doors to remain.
2
7'-0"
A-106
1 A-103a
Keynotes
2"
Existing Controls
1 1b
1c
CONTRACT NO.: W56HZV-14-P-A845
1a
2"
Section 7 GWOT
First Floor West Wing
1b
1a
ISSUE DATE: APRIL 2015
1b
1b
1c
1
1a
2
1a
1b 1c
17'-0"
1b
(504) 309-1410
Rotating Exhibit
SIZE: 22" x 34"
1c
FIRST FLOOR PLAN
1b
PLOT DATE:
1c
1
7/21/2015 3:38:10 PM
1b
1a
1b
1b
3308 Tulane Ave. Ste 324 New Orleans, LA 70119
1b
1c
1b
1 A-102
7
Existing Theater 1
FIRST FLOOR PLAN
SHEET IDENTIFICATION
A-101
SHEET
OF
0
My role in the museum consisted of designing the display of 700 military artifacts, designing cases to house the artifacts, preparing construction drawings for the exhibit layout and2 cases, and coordinating the display of historic photos graphic4 designer. A 3D printer was used 1 3 5 to print various scale models of the exhibit cases to drive the design further and effectively communicate the design intent to the client. C 4
3
A-808
A-808
Revit proved to be an invaluable toolB to catalog and coordinate the placement of numerous artifacts. 6 2
3
4
5
Roof_Lobby 9'-10"
NOTES D Graphic Display AreaWall Applied Vinyl Adhesive by ColorX or Approved Equal
/8"-16X2" TAMPER-RESISTANT PIN-IN-HEX STED GLASS SS NOC™ Abstract HG-1512 Vinyl veneer ood e Low Profile Heavy Duty Caster: HR-65PB el Angle frame el Panel stem Screws nge NOC™ Abstract HG-1512 Vinyl veneer ood
Exibit Walls 9'-0"
DESIGN OFFICE llc 3308 Tulane Ave. Ste 324 New Orleans, LA 70119 (504) 309-1410
PLOT DATE:
3 1'-2 1/4"
B
6
1'-1 3/4"
CL
1'-2 1/4"
A-808
2"
CONTRACT NO.: W56HZV-14-P-A845
P
ISSUE DATE: APRIL 2015
O
1 1/2" = 1'-0"
et "F" Molding DRM-50-75 s Panel
4'-1 1/2"
SIZE: 22" x 34"
N Case_1.5 top
7/21/2015 4:08:58 PM
1 A-808
1/2"
1
-
Sim
A-808
---
CL
3'-6 1/4"
1'-10"
5"
1'-10"
C
L
2
Sim
A-808
Fabrication Drawings
82nd Airborne Exhibit Design
1 1/2" = 1'-0"
3/16"x2"x2" Steel Angle
J
2
KEY NOTES A
A: B: C: D: E: F: G: H: I: J:
1/4" Seal Vertical Glass Case 1/2"
D B
3/16" Steel Trim Plywood 1/2" Below 2 1/2" Metal Stud 16
Gauge ASPEN 3/8"-16X2" TAMPER-RESISTANT PIN-IN-HEX 1/2" FROSTED GLASS 5/8" Gypsum 1/2" GLASS 3M™ DI-NOC™ Abstract HG-1512 Vinyl veneer 1/2" Plywood Sugatsune Low Profile Heavy Duty Caster: HR-65PB 3/16" Steel Angle frame 3/16" Steel Panel 4 Track System A-808 Dry Wall Screws
A: B: C: D: E: F: G: H: I: J: K: L: M: N: O: P:
E
F
ASPEN 3/8"-16X2" TAMPER-RESISTANT PIN-IN-HEX 3 1/2" FROSTED GLASS 2" 1/2" GLASS Minimum 3M™Clearence DI-NOC™ Abstract HG-1512 Vinyl veneer 1/2" Plywood Sugatsune Low Profile Heavy Duty Caster: HR-65PB 3/16" Steel Angle frame 3/16" Steel Panel Track System Dry Wall Screws Pipe Flange 3M™ DI-NOC™ Abstract HG-1512 Vinyl veneer 1/2" Plywood Gasket Fry Reglet "F" Molding DRM-50-75 1/2" Glass Panel
Case Detail_1.5 wall seal 6" = 1'-0"
1" Pipe Flange 4" Metal Stud 16 Gauge
3
ASPEN 3/8"-16 X 2" Tamper-Resistant Pin-InHex - O.A.E.
SHEET IDENTIFICATION
Sugatsune Door Closer JFR-021205
SHEET
OF
1/2" Plywood Track System
4
A-807
1/2" Frosted Glass 3M™ DI-NOC™ Abstract HG-1512 Vinyl Veneer -O.A.E.
4 1/2" Glass
1/2" Plywood
1'-2 3/4"
G
KEY NOTES
Fry Reglet Reveal Molding DRM-50-75 -O.A.E
H
ASPEN 3/8"-16 X 2" Tamper-Resistant Pin-In-Hex - O.A.E.
1/2" Frosted Glass
5
Sugatsune Door Closer JFR-021205
0
1 1/2"x 1 1/2" Angle Iron
3/16"x2"x3.5" Steel Angle
N
1" 6"
Double Wing Gasket
2
C L
C
1'-0 1/4"
Stud Wall
1/2" Plywood
1"
1
Fry Reglet "F" Molding DRM-50-75 -O.A.E.
1/2" Glass
I
4" Metal Stud 16 Gauge
Compression Gasket
C L
B
1" Steel Bar Stock
3/16"x2"x4" Steel Angle
01_Floor_WORK 0"
Sugatsune Low Profile Heavy Duty Caster: HR-65PB -O.A.E.
5 A-808
Section_Case_1.5_a 3" = 1'-0"
6"
A
3M™ DI-NOC™ Abstract HG-1512 Vinyl Veneer -O.A.E.
3/4" = 1'-0"
2 3/4"
K
Case Elevation_M1
6 A-808
1'-5 3/4"
A-808
M
Case_1.5 bottom
CASE DETAIL_M1_EXPLODED AXON
4'-3 1/4"
2
01_Floor_WORK 0"
6"
Graphic Display AreaWall Applied Vinyl Adhesive by ColorX or Approved Equal
5 A-808
0
3 A-808
Section_Case_1.5 1 1/2" = 1'-0"
EDGE WALL PANEL VARIOUS LOCATIONS MODULAR BUILDING SYSTEM PROTOTYPE
San Jose, California. Over the course of a year, we finalized the design of the panels, produced prototypes, received a patent, and completed a permit set for the development in Arabi, LA. 26' - 0" 12' - 0"
26' - 0" 14' - 0"
5' - 4 5/8"
133 SF
Second Floor 10' - 0"
Bedroom_2
Dinning Room 15' - 0"
Kitchen
14' - 0"
6' - 8"
147 SF
15' - 0 5/8"
12' - 0"
167 SF
Laundry 9' - 11 1/2"
Bathroom 50 SF
27' - 0"
53 SF
Closet 19 SF
9' - 0 1/2"
206 SF
Bedroom_1
24 SF
116 SF
Nook
11' - 10 3/4"
Storage
Living Room
12' - 0"
36' - 4"
421 SF
DN 2' - 7"
12/28/2015 11:05:22 AM
Garage
36' - 6"
48' - 0"
or 0"
48' - 0"
161 SF
Master Closet
First Floor 0' - 0"
Closet
30 SF 3' - 0"
17 SF
1/2 Bath Mechanical
8' - 4"
25 SF
7 SF
Entry Hall
10 SF
2 UP
12' - 0"
2' - 7"
15' - 0 5/8"
119 SF
Storage
North 1/4" = 1'-0"
Master Bedroom 226 SF
Master Bath 94 SF
12' - 7"
or 0"
Low Roof Height
20' - 0" client supplied house design that was adapted for modular panels, a residential housing development in Arabi, LA, and housing development in
15' - 0"
ht 0"
23' - 6"
Parapet of refining the prototype, we were also contracted to produce various conceptLowhouses utilizing the modular design. These included plans for a 21' - 6"
5' - 8" 6' - 0"
et 6"
High Parapet 25' - 0"
general idea was a solid foam panel with metal studs embedded and precut groves High Roof for running electrical and plumbing. Through the process
Q:\projects\2015\15177 - San Jose Development - Sustainable Living Systems\Revit\Unit E_site.rvt
of 6"
For the EDGE Wall Panel project Design Office was contacted by a client to help redesign his idea for a foam core modular building system. The
11' - 8"
et 0"
1
Second Floor 3/8" = 1'-0"
Project Name First Floor Date:
Issue Date
A101
High Parapet 25' - 0"
Project Name Second Floor Date:
Issue Date
A102
High Parapet 25' - 0" High Roof 23' - 6"
High Parapet 25' - 0" High Roof 23' - 6"
Low Parapet 21' - 6" Low Roof Height 20' - 0"
Low Parapet 21' - 6" Low Roof Height 20' - 0"
Second Floor 10' - 0"
Second Floor 10' - 0"
Second Floor 10' - 0"
First Floor 0' - 0"
First Floor 0' - 0"
First Floor 0' - 0"
High Roof 23' - 6" Low Parapet 21' - 6" Low Roof Height 20' - 0"
3' - 9 1/4"
0' - 2 3/4"
Throughout my involvement with the various projects spawned from the EDGE Wall Panel system, I was tasked with solving challenging designPlan P_23.45 Plan P_40.48 1 1" = 1'-0"
Quantity : 1 issues to meet the client’s expectations. I was responsible for preparing design concepts for panel construction and configuration, designing
0'
Elevation
0' - 5 1/2"
4' - 0"
Section
concept houses that could utilize the panels, and overseeing the production of the prototype in an Arkansas foam factory. Working on this 3' - 9 1/4"
0' - 2 3/4"
project afforded me a more profound mastery of Revit through the process of modeling the panels for production and designing a streamlined process to apply the panel system to existing designs. 1' - 11 1/8"
2' - 5 1/4"
4
P_40.48 1" = 1'-0"
6
P_47.42 1" = 1'-0
Elevation Elevation
Section
40 lbs / member
Plan
62 18 ga metal load. This a 10' high clear
Exterior
P_28.48 4' - 0"
Interior
Quantity : 1
0' - 9 1/2"
0' - 5 1/2"
10/27/2015 10:18:11 AM
3' - 9 1/4"
0' - 2 3/4"
Panel 0' - 5 1/2"
2
3 5/8" Steel Stud 18 Gauge (Structural)
P_28.48 1" = 1'-0" Elevation
0' - 3 5/8"
0' - 1 7/8"
3 5/8" Steel Channel 18 Gauge (Structural)
0' - 1 7/8"
Section 1 5/8" x 1 1/4" Steel Stud 20 STR Gauge
Corner 2.1 (Exterior) 0' - 4"
2' - 10 27/32"
Panel
Plan
7/8"x 2 1/2" 25 Gauge Hat Channel
Interior
Track cut to allow corner panel to fit
Exterior
Plan
0' - 3 5/8"
7
0' - 4"
Electrical Chase
Quantity : 1
1 5/8" x 1 1/4" Steel Stud 20 STR Gauge
0' - 5 1/2"
4' - 0"
3 5/8" Steel Stud 18 Gauge
P_34.48
0' - 9 1/2" 0' - 1 7/8"
Interior
3' - 9 1/4"
3
P_34.48 1" = 1'-0"
3 5/8" Track
0' - 2 3/4" 3 5/8" Steel Channel 18 Gauge (Structural) 3 5/8" Steel Stud 18 Gauge (Structural)
0' - 4"
Non Structural 1 1/2" x 2 5/8" Adjustable Angle Bracket
0' - 5 1/2"
Interior Exterior
Tack and track Plan
2
Corner 2.2_Inside Corner 6" = 1'-0"
Plan
Quantity : 1
Interior
P_47.37 5 1" = 1'-0"
4' - 0"
Corner 2.2_Outside Corner 6" = 1'-0"
P_47.37
0' - 2 3/4"
2' - 10 27/32"
3' - 9 1/4"
1
0' - 5 1/2"
Exterior
0' - 5 1/2"
0' - 9 1/2"
System 2 1 1/2" = 1'-0"
Q:\projects\2015\15147 - Hank Apartment Panel Plan\revit\hank_Apartment Panel plan.rvt
6
2' - 4 7/8"
Panel
0' - 1 7/8"
Exterior
0' - 3 5/8"
0' - 5 1/2"
Corner 2.2 (Interior)
2' - 11"
Exterior
3' - 1 19/32"
0' - 5 1/2"
Exterior
3' - 11 11/16"
0' - 5 7/8"
ement)
4
P_45.B Copy 3" = 1'-0"
P_47.48. 1" = 1'-0
INDUSTRIAL
GREATER NEW ORLEANS AREA ADMINISTRATION AND WAREHOUSE BUILDINGS
While employed at WDG in New Orleans I was involved with several projects and responsible for producing designs and construction drawings for various industrial clients. The majority of the projects were located within existing oil refinery sites, which often meant that buildings were required to be blast resistant or have spaces that doubled as emergency shelters. The nature of the projects dictated design solutions be cost-effective and straightforward, while also meeting a plethora of international and company-centric specifications. WDG also employed a team of MEP engineers that I collaborated daily with for each project. The collaborative interdisciplinary relationships helped to decrease project turnaround and increased my understanding of MEP systems and design.
During my time working at WDG I was also responsible for completing various construction administration tasks such as reviewing project submittals and RFI’s from contractors, performing field inspections, and communicating with contractors and construction managers. Revit and NewForma were used to work in tandem with in house MEP engineers and consult with Structural engineers to develop projects with fewer errors. The compressed schedule, along with the collaborative nature of these projects offered opportunities that helped me to become a more well-rounded designer. GENERAL NOTES - PLAN
GENERAL NOTES - PLAN
A. REFERENCE G-000 FOR ABBREVIATIONS, SYMBOLS AND GENERAL DIMENSIONING NOTES.
A. REFERENCE G-000 FOR ABBREVIATIONS, SYMBOLS AND GENERAL DIMENSIONING NOTES.
2
1
3
1.8 1.9
2
1'-8 1/2" 18'-6 1/2"
2'-0"
22'-3"
18'-6 1/2"
3
C. REF A-600 SERIES DRAWINGS FOR TYPICAL METAL STUD FRAMING DETAILS AND GUIDELINES.
1'-8 1/2"
1'-8 1/2"
2'-0"
3
2
18'-6 1/2"
22'-3"
D. REF G-000 SERIES DRAWINGS FOR CODE SUMMARIES AND 22'-3" OF FIRE-RATED CONSTRUCTION. EXTENT
2'-0"
B. REF A-600 SERIES DRAWINGS FOR ALL WALL TYPE DETAILS AND FIRE-RATED ASSEMBLIES. IF WALL TYPE IS NOT NOTED IN THE PLAN THEN THE WALL TYPE SHALL BE
E. REF A-600 SERIES DRAWINGS FOR EXTERIOR FRAME TYPES.
1
1.8 1.9 18'-6 1/2"
2
3 1'-8 1/2"
2'-0"
C. REF A-600 SERIES DRAWINGS FOR TYPICAL METAL STUD FRAMING DETAILS AND GUIDELINES. D. REF G-000 SERIES DRAWINGS FOR CODE SUMMARIES AND EXTENT OF FIRE-RATED CONSTRUCTION.
22'-3"
E. REF A-600 SERIES DRAWINGS FOR EXTERIOR FRAME TYPES. F. REF A-600 SERIES DRAWINGS FOR INTERIOR FRAME TYPES.
F. REF A-600 SERIES DRAWINGS FOR INTERIOR FRAME TYPES.
G. REF STRUCTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS OF STRUCTURAL SLAB AND WALL ELEMENTS.
G. REF STRUCTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS OF STRUCTURAL SLAB AND WALL ELEMENTS.
221C
220C
101C
EXPANSION JOINT COVER IN CORRIDOR TO MATCH BLACK ANODIZED COLOR OF EXISITNG INTERIOR WINDOW FRAMES.
221C
•
8'-3 1/4"
MATCH EXP. JOINTS SHOWN ON STRUCTURAL DRAWINGS: 15'-1 1/4" 1. 3/8" @ 1ST FLOOR 2. 2" @ 2ND FLOOR 3. 2" @ ROOF
2'-0"
G OFFICE
B
6'-3 7/8"
ALIGN WITH 5EXISTING HALWAY A401 WIDTH
115C
HALL 100C
OFFICE WOMEN'S201C
A 116C
MEN'S
ELECTRICAL
220C
MECHANICAL
115C
221C
116C
117C
101C
F
201C
220C
G
BASIS OF DESIGN : SEALTIGHT SPONGE RUBER EXPANSION JOINT
ELECTRICAL
6'-3 7/8"
5'-4 7/8"
9'-6 21/32"
NOTE:
6'-9 23/32"
101C
EXPANSION JOINT COVER IN CORRIDOR TO MATCH BLACK ANODIZED COLOR OF EXISITNG INTERIOR WINDOW FRAMES.
221C
COORDINATE STRUCTURAL BRACING LOCATIONS W/ INT WALLS & CEILING FRAMING. SEE STRUCTURAL FOR LOCATIONS.
•
MATCH EXP. JOINTS SHOWN ON STRUCTURAL DRAWINGS: 1. 3/8" @ 1ST FLOOR 2. 2" @ 2ND FLOOR 3. 2" @ ROOF BASIS OF DESIGN : SEALTIGHT SPONGE RUBER EXPANSION JOINT
5
115C
OFFICE
B
•
1'-10 1/4"
ALIGN WITH EXISTING HALWAY WIDTH
A401
HALL 100C
WOMEN'S
116C
MEN'S
ELECTRICAL
116C
117C
101C
115C
4"
201C
15'-0 5/8"
15'-0 5/8"
10'-5 3/4"
MECHANICAL
1'-10 1/4"
10'-5 3/4"
220C
201C
6'-9 23/32"
10'-6 3/8"
G
ELECTRICAL 10'-6 3/8"
A
ALIGN WITH EXISTING HALWAY WIDTH
OFFICE
10'-6 3/8"
G
9'-6 21/32"
F
F
15'-1 1/4"
10'-6 5/8"
8'-3 1/4"
5'-4 7/8"
ALIGN WITH EXISTING HALWAY WIDTH
2'-0"
6'-3 7/8"
2'-0"
15'-0 5/8"
6'-3 7/8"
COORDINATE STRUCTURAL BRACING LOCATIONS W/ INT WALLS & CEILING FRAMING. SEE STRUCTURAL FOR LOCATIONS.
10'-6 5/8"
•
EXISTING ADMIN. BLDG
2'-0"
EXISTING ADMIN. BLDG
15'-0 5/8"
F
EXPANSION JOINT COVER IN CORRIDOR TO MATCH BLACK ANODIZED COLOR OF EXISITNG NOTE: INTERIOR WINDOW FRAMES.
10'-6 3/8"
EXPANSION JOINT COVER IN CORRIDOR TO MATCH BLACK ANODIZED COLOR OF EXISITNG INTERIOR WINDOW FRAMES.
H. ALL DOORS TO BE LOCATED 6" FROM WALL (HINGED SIDE) UNLESS NOTED OTHERWISE.
H. ALL DOORS TO BE LOCATED 6" FROM WALL (HINGED SIDE) UNLESS NOTEDEXISTING OTHERWISE.ADMIN. BLDG
EXISTING ADMIN. BLDG
821 BARONNE ST.
1.8 1.9
1.8 1.9
821 BARONNE ST. NEW ORLEANS, LA 70113 PHONE (504) 754-5280 FAX (504) 754-5275
1
1
B. REF A-600 SERIES DRAWINGS FOR ALL WALL TYPE DETAILS AND FIRE-RATED ASSEMBLIES. IF WALL TYPE IS NOT NOTED IN THE PLAN THEN THE WALL TYPE SHALL BE
4"
DESIGNER CUBICLE AREA
A
A
20'-6 1/2"
23'-11 1/2"
1
TYP
A311
110C
208C
B
15'-9 3/8"
B
23'-11 1/2"
1'-4"
A
15'-4 1/4"
A
B
1'-4"
A
20'-6 1/2"
23'-11 1/2"
1'-4"
47'-2"
10'-1"
3.7.19
3 2 1
2.19.19 1.15.19 11.28.18
18" MIN
11'-10"
OFFICE
113C
112C
10'-0"
B
113C
4'-2 3/8"
15
112C
A401
10
STORAGE
111C 111C
14 108C
5'-6 3/8"
5'-6 3/8"
11 100C
PERMIT SET DD PROGRAMMING DESCRIPTION
1'-4"
B
109C
110C
OFFICE
OFFICE
108C
OFFICE
109C
15'-9 3/8"
B
110C
15'-0"
B
20'-6 1/2"
2
1
LEVEL 2 - ENLARGED PLANS 3/16" = 1'-0"
0'
A104
5'
10'
2
LEVEL 1 - ENLARGED PLAN 3/16" = 1'-0"
0'
5'
A104
© 2019 BY: WDG ARCHITECTS
LEVEL 2 - ENLARGED PLANS 3/16" = 1'-0"
B
23'-11 1/2"
1'-4"
47'-2"
ENGINEERS, LLC.
SHEET TITLE:
10'
5'
10'
1
A104
3.7.19 2.19.19 1.15.19 11.28.18
IFA SET
PERMIT S DD PROGRA
DESCRIP
SHEET ISSUED: 3/7/19
A301
WDG PROJECT NO.: 18-13
© 2019 BY: WDG ARCHITECTS ENGIN
1 A104
LEVEL 1 - ENLARGED PLAN 3/16" = 1'-0"
0'
SHEET NUMBER:
4 3 2 1
MARK DATE
SHEET TITLE:
FLOOR PLANS
FLOOR PLANS 0'
THE DESIGN CONCEPTS REPRESE THIS DOCUMENT ARE SPECIFICALL THIS PROJECT. INFORMATION CON HEREIN IS THE SOLE PROPERTY O ARCHITECTS ENGINEERS AND SHA TRANSFERRED TO ANY OTHER DO USED FOR ANY OTHER PURPOSE O CONVEYED TO THIRD PARTIES IN A WHATSOEVER WITHOUT THE EXPR WRITTEN CONSENT OF WDG ARCH ENGINEERS.
15'-4 1/4"
WDG PROJECT NO.: 18-130
A104
REGAL CONSTRUCTION MARATHON ADMIN BLD EXPANSION
86'-0" 12" MIN
10'-9 1/8"
11'-9 1/2"
OFFICE
KIFA SET
SHEET ISSUED: 3/7/19
A301
6'-3 7/8" V.I.F.
107C
107C
B
4
50'-11"
10'-0" 10'-0"
15'-0 5/8"
THE DESIGN CONCEPTS REPRESENTED IN THIS DOCUMENT ARE SPECIFICALLY FOR THIS PROJECT. INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF WDG ARCHITECTS ENGINEERS AND SHALL NOT BE TRANSFERRED TO ANY OTHER DOCUMENTS, USED FOR ANY OTHER PURPOSE OR BE CONVEYED TO THIRD PARTIES IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF WDG ARCHITECTS ENGINEERS.
MARK DATE
1
A301
10'-0"
88'-4 3/8"
86'-5 3/4"
6'-0" 12'-0" 7'-6 1/4"
211C
210C
209C
B
114C-B
OFFICE
15'-0"
106C
9'-6"
OFFICE 15'-4 1/4"
23'-7 1/2"
OFFICE
9'-6 5/8"
109C
15'-0"
1
A301
210C
9'-10 3/4"
OFFICE
108C
RR
12
OFFICE
B
OFFICE
A401
211C
209C
OFFICE
105C
15'-1 7/8"
B
8'-2 3/4"
208C
8
105C
OFFICE B
B
3
1'-8"
5'-6 3/8"
STORAGE
A401
9'-6"
OFFICE
A
A
2
A301
J
212C
47'-2"
1
212C
4
15'-9 3/8"
20'-6 1/2"
OFFICE
213C
B
104C
106C
1
A421
11'-10"
OFFICE
OFFICE 104C
12'-1 3/4"
11'-11 3/8" 10'-0"
9
A311
A
213C
A B
215C
13
111C 111C
47'-2"
OFFICE
214C
6'-0 5/8"
9'-10 1/8"
200C
OFFICE
110C
K 1'-4"
1'-4"
1
11'-9 1/2"
207C
10'-0"
29'-2 1/4"
5'-5" 12'-0"
12" MIN 9'-6 5/8"
B
K A
1'-4"
A
214C
B
112C
109C
1'-4"
A
15'-4 1/4"
OFFICE 207C
A311
210C
209C
15'-0"
10
TYP
6'-3 7/8"
4'-2 3/8"
14 108C
OFFICE
1'-4"
K
9'-10 3/4"
9'-10 3/4"
208C
15'-9 3/8"
100C
5'-6 3/8"
211C
A401
112C
UP
113C 15
11
1'-8"
210C
OFFICE
RR 216C
A311
11'-10"
OFFICE
A
113C
107C
25'-10 1/8"
RR
211C
209C
OFFICE
11'-9 1/2"
OFFICE
107C
3
7'-6 1/4"
8
15'-1 7/8"
6'-3 7/8" V.I.F.
OFFICE B
A401
6'-0 5/8"
6'-0 5/8"
25'-10 1/8"
A
TYP
2
B
206C
J
15'-0 5/8"
A
12
1
206C
6'-0 5/8"
212C
212C
A401
OFFICE
9'-10 3/4"
OFFICE
213C
4
A311
2
25'-10 1/8"
11'-10"
OFFICE
13
208C
A
106C
J
213C
UP
200C
OFFICE
B
10'-9 1/8"
11'-9 1/2"
207C
A311
23'-7 1/2"
106C
1
A421
12'-1 3/4"
6'-3 7/8"
207C
9
A311
10'-1 1/4"
215C
A421 114C-B
OFFICE
9'-10 1/8"
OFFICE
214C
A
11'-11 3/8"
15'-1 7/8"
A
OFFICE
214C
216C
215C
B
B
30'-0"
205C
A401
A311
206C
J
15'-2"
15'-2"
86'-0"
OFFICE
6
8'-2 3/4"
A421
TYP
2
A301
1'-4"
2
A
15'-1 7/8"
10'-0"
206C
12'-0"
12'-0" 10'-1 1/4"
OFFICE
1'-11"
4663 West Airline Highway Garyville, LA 70051
A
REGAL CONSTRUCTION MARATHON ADMIN BLD EXPANSION
10'-1 1/4"
205C
A311
105C
B
103C
H
25'-10 1/8"
B
1
OFFICE
1'-4"
50'-11"
A301 218C
6
A
217C
6'-0"
87'-6 1/8"
105C
OFFICE 10'-0"
A
5
30'-0"
88'-4 3/8"
6'-0"
RR 216C
86'-5 3/4"
6'-0"
216C
215C
A401
2
OFFICE
6'-0 1/8"
2
204C
B
14'-10"
14'-10"
10'-0"
18" MIN
29'-2 1/4"
14'-10"
B
104C
30'-0"
10'-0"
30'-0"
87'-6 1/8"
205C
204C
114C
A311
217C
OFFICE 205C
5'-11"
OFFICE
9'-10 3/4"
15'-2"
15'-2"
A
104C
B
3
B
218C
OFFICE
102C
11'-7" A
203C
B
103C
219C
OFFICE
15'-6 1/2"
B
A301
A
219C
OFFICE
217C
A
CONFERENCE ROOM
B
H
2
5'-5"
218C
A
103C
10'-0"
9'-10 3/4"
A
6'-0 1/8"
5
202C
203C
OFFICE
H
1'-11"
204C
A311
OFFICE
OFFICE
A311
217C
218C
204C
B
3
OFFICE
OFFICE 5'-11"
A
202C
10'-1"
10'-1 1/4"
A
15'-6 1/2"
114C
11'-7"
203C
OFFICE
102C
114C-A
102C
103C
219C
OFFICE
H
A
B
10'-0"
203C
A
A
219C
14'-10"
202C
10'-0"
CONFERENCE ROOM
202C
29'-2 1/4"
OFFICE
OFFICE
10'-0"
29'-2 1/4"
A
DESIGNER CUBICLE AREA
114C-A
102C
5'
10'
SHEET NUMBER:
A104
RENEW GARDEN PAVILION NEW ORLEANS EAST NEW CONSTRUCTION
The ReNew Garden Pavilion was produced for a charter school in New Orleans East by Design Office. The design was organized to maximize flexibility and space. The pavilion was used as a classroom, a kitchen, a farmer’s market, a gathering space, for the students and their families. To increase the flexibility of the space, all amenities, including benches, tables, kitchen sinks, tools, and equipment can all be securely stored within a central storage wall which doubles as a blackboard. Each of the four distinct gardens highlights a different element critical in the life of a plant: Earth, Water, Light, and Wind and presents students with an immersive environment to learn about agriculture. Each garden also devotes a significant portion of its space for student planting where they can have the freedom to explore and experiment how food is produced.
I was responsible for producing concept designs and graphics utilizing Revit and photoshop for the design competition for the pavilion which we eventually won. After Design Office was awarded the project, our interdisciplinary team of architects and an engineer completed drawings for the construction of the pavilion. During this process, I was responsible for producing detail drawings of the steel and cedar roof structure and collaborating with an in-house structural engineer to produce foundation drawings. This project was defined by its sensitivity to connection and its commitment to enhancing the lives of students through the natural environment.
SCI-REC CENTER FRESH WATER BAYOU , LA GRADUATE THESIS
The main driver behind this project is time, specifically, architecture as a way to vivify the passing of time through site, program, and form. Located on the South Louisiana coast, the Sci-Rec Center seeks to bring together cultural and scientific knowledge for the documentation, preservation, and proliferation for future generations. As time passes, the oyster beds installed around the reoccurring concrete footings build back the precious coastline strengthening the natural defenses of the fragile freshwater ecosystem from saltwater intrusion. The concrete footings that stretch over the site also serve to orient the viewer’s attention to the surrounding landscape. A system of boardwalks allows visitors and scientists to easily transverse the landscape and experience the rapid changes of the coastal marsh ecosystem.
UP UP
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UP
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UP UP
UP
Translucent concrete panels take inspiration from the water control structures and project shadows into the gallery where scientists display their findings. The program of the building serves as a research hub for scientists to learn more about the ecosystem, while also allowing the public to explore and learn more about their surroundings. The large mess hall enables opportunities for locals to teach scientists about traditional food preparation methods, allowing the transfer of knowledge to reverse. -
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UP
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UP
4
1
6
2
4 5
7
3 2
1
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8
5
6
DN
Level 7 41' - 11 3/4"
DN
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UP
UP
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UP
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UP
3
Level 4 40' - 0"
FIRST FLOOR
THIRD FLOOR
1. 2. 3. 4. 5. 6. 7. 8.
1. 2. 3. 4. 5. 6.
GALLERY LEARNING LAB TIDAL POOLS GALLERY STORAGE MECHANICAL OUTDOOR KITCHEN RENTAL EQUIPMENT/OUTDOOR KITCHEN STORAGE WETLAB SHED
GROUP OFFICE SPACE EQUIPMENT STORAGE RESEARCH STORAGE STORAGE MECHANICAL REC. BUNK HOUSE
Level 3 28' - 0"
DN
DN
DN
DN
DN
3 2 4
8
5
1. 2. 3. 4. 5.
Level 5 0' - 0"
2
4
DN
FOURTH FLOOR
1. KITCHEN 2. COLD STORAGE 3. DRY STORAGE 4. FREEZER 5. MECHANICAL 6. REC. BUNK HOUSE 7. RESEARCH LAB 8. STORAGE 9. EQUIPMENT STORAGE 10.FROZEN SAMPLE STORAGE 11.DRY SAMPLE STORAGE
Level 6 3' - 0"
3
DN UP
SECOND FLOOR
Level 1 5' - 0"
5
11
6
UP
DN
5
Level 2 16' - 0"
1
9 7 10
DN
1
HEAD OFFICE SPACE SOLAR PANEL SAFETY HURRICANE FENCE MAINTENANCE ACCESS MECHANICAL
Sketches FLORNCE , ITALY STUDY ABROAD
During the Summer of 2012, I had the opportunity to study architecture in Europe. For six weeks I was immersed in the culture of Florence studying Italian and sketching great works of architecture including the Bargello, Basilica di Santo Spirito, the Duomo, and the more contemporary San Giovanni Battista. I was enamored with the vibrancy of the architectural details and the complexity of programs that filled the piazzas. I was also lucky enough to go on a few weekend trips to other well known Renaissance cities including Rome, Sienna, the hilltop fortress of San Giamono, as well as Paris and Amsterdam. The experiences that I had in Italy, France, and Amsterdam have dramatically influenced the way that I think about and interact with the urban environment.