PORTFOLIO D O M I N I C
S A R G E A N T
TABLE OF CONTENTS
pg. 03
Campsite at Shield Ranch Project Site: Austin, Texas
pg. 12
Elizita Ranch Project Site: Hebbronville, Texas
pg. 19
Object 3* Project Site: Austin, Texas
pg. 25
Goose Island State Park Pavilion** Project Site: Rockport, Texas
RESUME
dts726@gmail.com
WORK EXPERIENCE
(216)-906-9472
ANDERSSON / WISE
2208 Del Curto Road Apt. 203 Austin, TX 78704
EDUCATION University of Texas at Austin Bachelor of Architecture (May 2017) Bridging Disciplines Program Certificate of Environment and Sustainability (May 2017)
SKILLS Acrobat Autocad Consultant Coordination Hand Sketching Illustrator InDesign Model Building Microsoft Office Suite Photoshop Revit Rhino Sketchup
AWARDS Design Excellence Nominee & Winner (Fall 2014, Fall 2015) **= Design Excellence Winner *= Design Excellence Nominee
Overland Partners Scholarship (2012 - 2014)
Architectural Designer (November 2017 - March 2020) Austin, TX
I was a part of multiple design teams that worked on all phases of commercial and residential design work. That work included drawing and making modifications to construction details as indicated by the project architect, building physical models, rendering plans, elevations, and other 2D linework. In addition to my architectural responsibilities, I assisted with the firm’s marketing efforts. That work included preparing RFQ submittals, creating portfolios to show to prospective clients, and archiving past work for various marketing purposes. GUERIN GLASS Architectural Intern (June 2016 - December 2016) Brooklyn, NY
I was a part of several small design teams working through all design phases of not only small apartment renovations but a large scale resort as well. Using AutoCAD, Rhino, and Illustrator I created and rendered elevations, perspectives, and door and window schedules for client presentations. BL COMPANIES Architectural Intern (May 2015 - August 2015) Manhattan, NY
I was involved in the design and documentation of a large scale addition to a catholic school in Harlem, New York. Using various design software such as AutoCAD, Revit, and Illustrator, I created and rendered elevations. Additionally, I researched the most current NYC Energy Code to ensure projects were adhering to the latest sustainable design principles. On occasion, I would use a 3D printer to develop potential concepts for design proposals.
Ford, Powell, & Carson Scholarship (2012 - 2013) 02
CAMPSITE AT SHIELD RANCH Austin, Texas
The Campsite at Shield Ranch is a kid’s nature discovery camp in Austin, TX. When the client approached us about the project, they expressed a desire to have a more permanent central structure to feed and educate the campers. Lodging would be provided through the use of surrounding cabins, while all buildings would have a minimal impact on the local environment. The design we came up with consists of a large pavilion at the center of the campus surrounded by smaller cabins and outhouses. Educating children about the natural environment was a big compotent of the project and as such a lot of the design decisions were made to reinforce this idea. Many of the cabins surrounding the central pavilion are elevated off the ground using steel columns to help reduce the building’s footprint. Screens set in wooden frames are used throughout the project in place of windows to provide natural ventilation and airflow. In addition to having solar panels on the roof to provide electricity, the pavilion is also home to large water tanks that will be used to store collected rainwater throughout the year. Even the stays that make up the facade provide a learning opportunity as they are sourced from nearby juniper trees. The new structures will also provide year-round programming opportunities for non-profits, community groups, and other partners to convene in and experience nature. Once completed vistors that come through the camp will have a better appreciation for the Texas Hill Country ecosystem.
04
03.8
3 3/4"
A6
15'-4 1/2"
9'-10 1/2"
E5
8'-0 1/4"
3'-11 3/4"
A7.03 6
A6
A6
106 DM2(36) F1-HDWE-6
32.3
A6
MB
E21
E1
3
A20
6'-0 " "
2 A2.0 3
A7.03
2
03.8
1 E5
E5
2 A5.02
A2.07 23.5
E21
A3.01
03.8
1 A5.01
A6
UP
ALIGN
MC
A6
05.40
05.40
B1
2 A5.01
6
E10
22.6 14.1
12'-0" 5
A7.02
5-SP SPC(93) N/A-HDWE-5
WEST STAIR
207A DW1(36) F1-HDWE-4
A2
206B DM1(36) F1-HDWE-6 21.1 206A DW1(36) F1-HDWE-4 FEX1-C
7
05.40
A7.02 DN
WATER EQUIPMENT 105 163 SF
FIRE RISER ROOM 104 14 SF
RESTROOM 102 122 SF
WEATHER ROOM 101 615 SF
ELECTRICAL 106 159 SF 05.12
6'-0" 16'-0"
16'-0"
10'-0"
16'-0"
E6
05.40
202 DM1(36) F1-HDWE-6
A6
4
CL
E4
DOOR 204 DW5(84) 3'-10" F3-HDWE-5
A4
3
C 2L
4'-3 1/2"
D1
2
A5.02
A3.01
KC
LAVATORY
1 A5.01
A7.02 2 1
ALIGN
KB
A6
CL
11'-11 3/4"
E3
KA
A6
FOUNTAINS
A2.07 E4
205A DW1(36) F1-HDWE-3
3 A5.02
E6
1
E21 09.1
E7
CL
FEX1-B 05.1
3'-11" E8
A3
3-SP SPC(45) N/A-HDWE-5
A20
E20
B1
A4
05.40
B1
B1
B1 07.1
1 A3.52 STORAGE 103 239 SF
1 A5.02
A2.04
A21
A7.02
1 A7.51 5'-6 1/2"
E7
E7
1 A4
MC
07.9
B1
4-SP 4-SP SPC(47) SPC(47) N/A-HDWE-5 N/A-HDWE-5
E8
11'-9 1/2"
MB
B1
03.12
05.10
CONSTRUCTION DOCUMENTS SUBMITTAL
OFFICE 207 254 SF
NURSE'S OFFICE 206 159 SF
JANITOR'S CLOSET 208 12 SF
RESTROOM 205 233 SF
STORAGE 204 111 SF
16'-0"
16'-0"
JANITOR'S CLOSET 202C 16 SF
KITCHEN 201 697 SF
6'-0"
16'-0"
64'-0"
PANTRY 202 213 SF
10'-0"
16'-0"
16'-0"
64'-0"
M2
M3 1 A2.06
M4
ARCHITECT: ARTHUR W. ANDERSSON FREDERICK C. WISE
M5 2
TX REGISTRATION # 13257 TX REGISTRATION # 16659
PAVILION GROUND FLOOR PLAN
A2.01
1
GROUND FLOOR PLAN Scale: 1/8" = 1'-0"
Ground Floor Plan
A1.01
M1
M2
M3 1 A2.06
M4
M5 2 A2.01
PLAN NORTH
M1
PLAN NORTH
1 A3.52
5-SP SPC(93) N/A-HDWE-5
4'-9"
4'-9"
32.2 WEST STAIR
4-SP 4-SP SPC(47) SPC(47) N/A-HDWE-5 N/A-HDWE-5
2
202C DM1(36) F1-HDWE-6
A3
A8
05.40
MA
KC
23.5
FEX1-C
203A DW2(48) F1-HDWE-1
1 A7.52
22.2
6'-8"
1 03.11
2 A7.52
B1
TAIR
FEX2-C
201A DW1(39) F2-HDWE-7
05.40
A2.07
TS
CL
8'-9 1/2"
2
2 A5.04
EAS
4'-0 " E7
2 A2.0 3
UP
09.1
C1
1 A3.51
03.11
PG
KB
201B DW1(39) F2-HDWE-7
A7.01
E4
"
A2.04
KA
1
201C DM1(36) F1-HDWE-2
A3
A2
3
"
A2.01
B1
A2.06
3 A5.02
03.12
108 DW5(48) F3-HDWE-5
CL
A6
C1
A7.01
05.67 12.6
N LUM CO
1 A2.0 3
19'-10"
24'-7"
B1
2 A5.01
A21
A6
7'-2 3/4"
107 DW4(50) F3-HDWE-5
2 A2.07
102A DM1(34) F1-HDWE-8
30'0
A6
5
03.8
OR DO
CL
05.40
03.12
A6
PF
A7.01
4
K3
" 17'0
A3
1 A5.41
7-SP SPW2(144) F4-HDWE-5
34'0
3 A5.04
A8
03.11
CL
4 A2.0
10'-0"
6'-8
6'-0"
03.12
MA
N LUM CO
2
E4
1
2'-6 "
101B DM1(36) F1-HDWE-2
05.40
05.40
1 A3.55
4'-1 1/4"
CL
6'-2 3/4"
10'-0"
2 A5.04
CL
24'0
11'-3"
CL
4
A7.03
CL
19 DEC 2019
"
203B DM1(36) F1-HDWE-2
FEX1-C
05.67
"
6 1/2 9'-5 " 1/2"
05.40
05.29
10417 CRUMLEY RANCH RD AUSTIN, TX 78738
ISSUE DATE :
MN COLU
03.6 03.11
2
1
1/2"
A6.50
TAIR
05.29
17'0 CL
1 A5.03
1 A5.42
05.40
K2 44'0
6'-0 "
C1
TS
05.10 05.67 03.11
PROJECT NO. 1805
6-SP SPW1(149) F4-HDWE-5
"
3'-7 1/2"
CL
11'-3" 90'-10"
23.5
EAS
DINING 203 1845 SF
EQ
2
PE B1
23.5
4 A2.06
PD
C1
21.2
4 A2.0 3 B1
1 A2.02
1 A3.51
101A DM1(36) F1-HDWE-2
05.10 05.67
COLU MN
CAMPSITE AT SHIELD RANCH
A7.01
"
CL
3'-0"
EQEQ
1 A2.01
22.2
PG
"
32.3
11.12
4 A2.0
PC
10'0
2 A5.03
CL
DOOR
"
17'0
2
C L
K3
"
6-SP SPW1(149) F4-HDWE-5
EQ
34'0
05.67
03.11
EQ
"
CL
MN COLU 05.67
08.4
DOOR
K1
EQ
17'0
"
A2.05
20.5°
C L
EQ
PF
44'0
2
P13
B1
C L
05.40
2
20.5°
EQ
11'-3" 5'-7 1/2"
11'-3"
56'-3"
PE
B1
COLU MN
K2
2 A5.03
07.2 05.40
5'-7 1/2"
PD
P12
EQ
1
1 A5.03
03.11
3 A2.04
PB
"
05.67
EQ
10'0
03.11 05.1 05.10 05.29 05.40 05.67 07.1 08.4 09.1 12.6 14.1 21.1 22.6
30'0
K1
22.2
A2.02
A2.05
20.5°
20.5°
PB
PC
2
P13
PA
EQ
B1
03.6
8-SP MDP(277) F4-HDWE-5
05.67
11'-3"
B1
P12
14°
1 A5.04 ANDERSSON / WISE 807 BRAZOS STREET, SUITE 800 AUSTIN, TX 78701 T 512.476.5780
3 A2.0 3
11'-3"
3 A2.04
14°
24'0
PA
P11
3 A2.0 3
08.15
C.I.P. CONCRETE SLAB; REF: STRUCTURAL STONE PAVER STEEL COLUMN; MTL-2 REF: STRUCTURAL DOWNSPOUT LINE OF FLOOR ABOVE LINE OF BRIDGE ABOVE MECHANICAL DROP DOOR TRACK TILE WASTE BIN FEXI-B CISTERN HEAT PUMP; REF: MEP COBBLE BED STABILIZED DECOMPOSED GRANITE
6
11'-3"
P10
11'-3"
08.15
COPYRIGHT THESE DRAWINGS ARE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE PERMISSION OF A REPRESENTATIVE OF ANDERSSON WISE ARCHITECTS INC.
11'-3"
03.8 03.12 05.12 05.40 07.2 07.9 08.15 09.1 11.12 21.2 22.2 23.5 32.2 32.3
14°
14°
11'-3"
KEYNOTES
P11
12'-1"
SEE SHE + FENEST SEE SHE SCHEDUL SEE SHE ACCESSO ALL DIME OR FACE OTHERW ALL WIND DIMENSIO A6.00/A6. ALL EXTE BIBS ARE
©
24'-7"
P10
5
22'-6"
2'-7 "
11'-3"
12'-1"
1/4"
6
4
14'5
12'-1"
P5
46'-8"
EQ
22'-6"
P4
DN
46'-8"
P3
4'-3 "
5
P2
1 A2.0 3
4
3
P1
2'-5 2'-1 1/4" 1/2"
P5
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION
5'-7 1/2"
P4
SEE SHEET A6.00 + A6.01 FOR WINDOW LOUVER + FENESTRATION TYPES & SCHEDULES SEE SHEET A6.50 FOR DOOR & PANEL TYPES & SCHEDULES SEE SHEET G0.50 FOR FINISH, EQUIPMENT, AND ACCESSORIES SCHEDULE ALL DIMENSIONS ARE TO STRUCTURAL GRID OR FACE OF GWB/SHEATHING UNLESS NOTED OTHERWISE ALL WINDOW & FENESTRATION LOCATION DIMENSIONS TO CENTERLINE. SEE SHEETS A6.00/A6.01 FOR ROUGH OPENING DIMENSIONS. ALL EXTERIOR ELECTRICAL OUTLETS & HOSE BIBS ARE LOCATED 1'-3" A.F.F. TO CENTERLINE
11'-3"
P3
11'-3"
1
1'-9 2'-2 1/2" 3/4"
1
3
12'-1"
1 A2.05
2
56'-3"
A2.05
P2
2 A2.02
5'-7 1/2"
A2.02
11'-3"
A3.01
90'-10"
1
19'-10"
2
2
P1
1 A3.01
GENERAL NOTES
1
1
SECOND FLOOR PLAN Scale: 1/8" = 1'-0"
Second Floor Plan 7
CONCR STRUC CONTR METAL METAL STEEL DOWNS 1/4" ST LINE O WOOD TILE COMPO ELEVAT FIRE R DRINKI
CD
CC
5 3 SIM A3.11 A5.11 MF-24
MF-23
MF-25
CB
C4
CA
C3
C2
C1
6
CCCA GENERAL NOTES 1
2 SIM A5.11
A3.11
FORMED METAL ROOFING; MTL-3
MF-27
MF-26
2
STEEL BEAM; MTL-2 REF: STRUCTURAL
STEEL BEAM; MTL-2 REF: STRUCTURAL T.O. BEAM: 8'-6"
3
T.O. BEAM: 8'-6"
4
FORMED METAL ROOFING; MTL-3
STEEL ANGLE; MTL-2 REF: STRUCTURAL
STEEL ANGLE; MTL-2 REF: STRUCTURAL
INSECT SCREEN; IS-3 IN WOOD FRAME
T+G WOOD BOARDS IN WOOD FRAME
5
CROSS BRACING; MTL-2 REF: STRUCTURAL
CROSS BRACING; MTL-2 REF: STRUCTURAL
STEEL COLUMN; MTL-2 REF: STRUCTURAL
STEEL BEAM; MTL-2 REF: STRUCTURAL F.F. FLOOR: VARIES
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION
SEE SHEET A6.01 FOR FENESTRATION TYPES & SCHEDULES SEE SHEET A6.50 FOR DOOR TYPES & SCHEDULES SEE SHEET G0.50 FOR FINISH, EQUIPMENT, AND ACCESSORIES SCHEDULE ALL DIMENSIONS ARE TO STRUCTURAL GRID OR CENTERLINE OF WALL UNLESS NOTED OTHERWISE THERE ARE FOUR CONSERVATION CORE CAMPER (CCCA) STRUCTURES. FINISH FLOOR ELEVATION VARIES, REFERENCE LANDSCAPE ARCHITECT'S DRAWINGS FOR SPECIFIC FLOOR ELEVATIONS.
©
COPYRIGHT THESE DRAWINGS ARE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE PERMISSION OF A REPRESENTATIVE OF ANDERSSON WISE ARCHITECTS INC.
F.F. FLOOR: VARIES
SHELTER KEYNOTES STEEL BEAM; MTL-2 REF: STRUCTURAL WF-21.2
WF-25.1
WF-21.2
WF-21.1
O.H.
6 CA
CB
CC
C2
C3
FORMED METAL ROOFING; MTL-3
O.H.
O.H.
O.H.
MF-26
MF-25
MF-24
MF-23
6
STEEL BEAM; MTL-2 REF: STRUCTURAL
MF-28
MF-28
CCCA - NORTH ELEVATION Scale: 1/4" = 1'-0"
MF-28
STEEL PURLIN; MTL-2 REF: STRUCTURAL
CROSS BRACING; MTL-2 REF: STRUCTURAL T+G WOOD BOARDS IN WOOD FRAME
BENCH
F.F. FLOOR: VARIES BENCH STEEL BEAM; MTL-2 REF: STRUCTURAL STEEL COLUMN; MTL-2 REF: STRUCTURAL C.I.P. CONCRETE FOOTING; REF: STRUCTURAL
WF-21.2
4
WF-21.1
WF-23.2
CCCA - WEST ELEVATION Scale: 1/4" = 1'-0"
C1
C2
21'-0"
C3
C1
C3
16'-0"
4'-0"
C4
8'-0"
4'-0"
2'-6"
2 SIM A5.11
CA
07.1
CA 4'-0"
1-SP SPC(48) N/A-HDWE-5
1-SP SPC(48) N/A-HDWE-5
12.11
12.11
CB
Scale: 1/4" = 1'-0"
A1.13
C2
2'-6"
19 DEC 2019
ISSUE DATE :
F.F. FLOOR: VARIES
CCCA - SOUTH ELEVATION
3
5
6
C4
10417 CRUMLEY RANCH RD AUSTIN, TX 78738
WF-21.1
A3.11
2'-6"
PROJECT NO. 1805
STEEL ANGLE; MTL-2 REF: STRUCTURAL CROSS BRACING; MTL-2 REF: STRUCTURAL STEEL COLUMN; MTL-2 REF: STRUCTURAL WOOD SCREEN DOOR
INSECT SCREEN; IS-3 IN WOOD FRAME
O.H.
CAMPSITE AT SHIELD RANCH
T.O. BEAM: 8'-6" STEEL BEAM; MTL-2 REF: STRUCTURAL
STEEL ANGLE; MTL-2 REF: STRUCTURAL
WF-25.1
ANDERSSON / WISE 807 BRAZOS STREET, SUITE 800 AUSTIN, TX 78701 T 512.476.5780
FORMED METAL ROOFING; MTL-3
MF-28
T.O. BEAM: 8'-6"
WF-21.1
WOOD BOARD DECKING WOOD SCREEN DOOR LINE OF ROOF ABOVE FORMED METAL ROOFING; MTL-3 12.8 BENCH 12.11 ROLL-UP FABRIC PRIVACY PANEL 12.12 STORAGE UNIT 13.1 BRIDGE 21.2 FEXI-B 26.6 LOCATION OF INVERTER BENEATH DECK
C4
1 SIM A5.11
A3.11
STEEL PURLIN; MTL-2 REF: STRUCTURAL
06.10 06.21 07.1 07.6
STEEL BEAM; MTL-2 REF: STRUCTURAL STEEL BEAM; MTL-2 REF: STRUCTURAL C.I.P. CONCRETE FOOTING; REF: STRUCTURAL
5 C1
CD
O.H.
WF-21.2
Scale: 1/4" = 1'-0"
5
MF-27
WF-24.1
CCCA - EAST ELEVATION
A3.11 O.H.
INSECT SCREEN; IS-3 IN WOOD FRAME
12.11
CB 5 A3.11 1-SP SPC(48) N/A-HDWE-5
A1.13
3 SIM A5.11
12'-0"
20'-0"
1/2" / 12"
25'-0"
1-SP SPC(48) N/A-HDWE-5 12.12
4
12.11
CD
CD
CC
CC 5 3 SIM A3.11 A5.11
07.6
MF-24
MF-23
MF-24 MF-26
MF-23MF-25
CC
CD
CA
CB
CA
5 3 SIM A3.11 1 A5.11 4 MF-26
MF-25MF-27
1-SP SPC(48) N/A-HDWE-5
A7.13 2
1-SP SPC(48) N/A-HDWE-5
26.6
2'-6"
1'-6"
VARIES
2
STEEL ANGLE; MTL-2 REF:STEEL ANGLE; MTL-2 REF: STRUCTURAL STRUCTURAL T+G WOOD BOARDS IN WOOD FRAME
TX REGISTRATION # 13257 TX REGISTRATION # 16659
1
O.H.
Scale: 1/4" = 1'-0"
WF-24.1 WF-21.2
WF-21.2
CA
CB
5
A3.11
A3.11
O.H.
O.H.
O.H. O.H.
MF-26
MF-27
CC
5
MF-25 MF-27
O.H. O.H.
MF-26 MF-24
Scale: 1/4" = 1'-0"
CC
CD
INSECT SCREEN; IS-3 IN06.10 WOOD FRAME 06.21 07.1 WF-21.2 STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: 07.6 STRUCTURAL STRUCTURAL STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL 12.8 STRUCTURAL C.I.P. CONCRETE FOOTING; C.I.P. CONCRETE FOOTING; 12.11 REF: STRUCTURAL REF: STRUCTURAL INSECT SCREEN; IS-3 IN WOOD FRAME
WF-24.1 WF-21.2
CC - CAMPER CABIN AXON EXPLODED
1
Scale:
CCCA - EAST ELEVATION CCCA - EAST ELEVATION
6 CB
6
C1 FORMED METAL ROOFING;FORMED METAL ROOFING; MTL-3 MTL-3
O.H. O.H.
O.H.
O.H.
MF-25 MF-23
MF-24
MF-23
6
STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL STRUCTURAL
MF-28
C2 C3 6
1 SIM A5.11
A3.11
STEEL PURLIN; MTL-2 REF:STEEL PURLIN; MTL-2 REF: STRUCTURAL STRUCTURAL
T.O. BEAM: 8'-6"
C1
C2
MF-28
A3.11
MF-28MF-28
Scale: 1/4" = 1'-0"
C3
C4
WF-21.1 WF-25.1
WF-25.1 WF-21.2
CC - CAMPER CABIN AXON T.O. BEAM
1T.O. BEAM: 8'-6"
Scale:
Scale:
STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL STRUCTURAL STEEL ANGLE; MTL-2 REF:STEEL ANGLE; MTL-2 REF: STRUCTURAL STRUCTURAL CROSS BRACING; MTL-2 REF: CROSS BRACING; MTL-2 REF: STRUCTURAL STRUCTURAL STEEL COLUMN; MTL-2 REF: STEEL COLUMN; MTL-2 REF: STRUCTURAL STRUCTURAL WOOD SCREEN DOOR WOOD SCREEN DOOR
T+G WOOD BOARDS IN WOOD FRAME
Top: Model shows pavilion in site context and visual impact of solar panels Bottom: Wooden stays illustrate how to shade walkways and hide water tanks
4
BENCH
F.F. FLOOR: VARIES
BENCH BENCH STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL STRUCTURAL STEEL COLUMN; MTL-2 REF: STEEL COLUMN; MTL-2 REF: STRUCTURAL STRUCTURAL C.I.P. CONCRETE FOOTING; C.I.P. CONCRETE FOOTING; REF: STRUCTURAL REF: STRUCTURAL
WF-21.2
O.H.
O.H.
WF-21.1
WF-23.2
WF-21.1
4
Scale: 1/4" = 1'-0"
5
6
C1
2'-6"
2'-6"
2'-6"
C1
C2
2'-6"
21'-0"
C2 C3
21'-0"
C3
C4 2'-6"
C4
C1 2'-6"
C2 4'-0"
2 SIM A5.11
C1 16'-0" 4'-0" 8'-0"
2 SIM A5.11
16'-0" 8'-0" 4'-0"
F.F. FLOOR: VA
CCCA - SOUTH ELEVATIO CCCA - SOUTH ELEVATION
3
Scale: 1/4" = 1'-0"
3
Scale: 1/4" = 1'-0"
A1.13
A3.11
C2 C3
BENCH F.F. FLOOR: VARIES
WF-21.1
5
6
A1.13
A3.11
06
WF-23.2 WF-21.1
CCCA - WEST ELEVATION CCCA - WEST ELEVATION Scale: 1/4" = 1'-0"
BRID FEX LOC BEN
STRUCTURAL
CC - CAMPER CABIN AXON EXPLODED
INSECT SCREEN; IS-3 IN WOOD FRAME
F.F. FLOOR: VARIES
13.1 21.2 26.6
MF-28 STEEL PURLIN; MTL-2 REF:STEEL PURLIN; MTL-2 REF:
CROSS BRACING; MTL-2 REF: CROSS BRACING; MTL-2 REF: STRUCTURAL STRUCTURAL T+G WOOD BOARDS IN WOOD FRAME
Scale: 1/4" = 1'-0"
STRUCTURAL
2
Sc ROL PAN
FORMED METAL ROOFING;FORMED METAL ROOFING; MTL-3 MTL-3
MF-28
STEEL ANGLE; MTL-2 REF:STEEL ANGLE; MTL-2 REF: STRUCTURAL STRUCTURAL INSECT SCREEN; IS-3 IN WOOD FRAME
5
C4
1 SIM A5.11
MF-28MF-28
WOO WOO LINE FOR MTL C BEN
12.12 STO CCCA - NORTH ELEVATIO CCCA - NORTH ELEVATION
5
Scale: 1/4" = 1'-0"
CD
T.O. BEAM: 8'-6"
WF-21.1
F.F. FLOOR: VA
SHEL
A1.13
CCCA - GROUND FLOOR PLAN
2
CA
SEE S FENES SCHE SEE S TYPES STRUCTURAL STRUCTURAL 3 SEE S T.O.EQUIP BEAM T.O. BEAM: 8'-6" ACCE 4 ALL D STRUC STEEL ANGLE; MTL-2 REF:STEEL ANGLE; MTL-2 REF: CENTE STRUCTURAL STRUCTURAL NOTE INSECT SCREEN; IS-3 IN INSECT SCREEN; IS-3 IN5 THERE WOOD FRAME WOOD FRAME CONS (CCCA CROSS BRACING; MTL-2 REF: CROSS BRACING; MTL-2 REF: FLOOR STRUCTURAL STRUCTURAL REFER STEEL COLUMN; MTL-2 REF: ARCH STEEL COLUMN; MTL-2 REF: STRUCTURAL STRUCTURAL SPECI
F.F. FLOOR: VARIES
STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL STRUCTURAL
A1.13 WF-21.1
WF-25.1 WF-21.1
O.H.
CCCA
1 2 SIM FORMED METAL ROOFING;FORMED METAL ROOFING; A5.11 MTL-3 MTL-3 2 STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF:
2 SIM 6 A5.11 A3.11
A3.11
CCCA - PLANS + ELEVATIONS
CROSS BRACING; MTL-2 REF: CROSS BRACING; MTL-2 REF: STRUCTURAL STRUCTURAL
13.1
3 WF-21.2 WF-25.1
WF-21.2
C1
12.8
CCCA - ROOF PLAN Scale: 1/4" = 1'-0"
ARCHITECT: ARTHUR W. ANDERSSON FREDERICK C. WISE
T+G WOOD BOARDS IN WOOD FRAME
STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL STRUCTURAL F.F. FLOOR: VARIES F.F. FLOOR: VARIES
1 A6.90
C2
C1
FORMED METAL ROOFING;FORMED METAL ROOFING; MTL-3 MTL-3
1 SIM A5.11
501 DW1(43) F2-HDWE-3
C3 C2
CONSTRUCTION DOCUMENTS SUBMITTAL
STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL STRUCTURAL T.O. BEAM: 8'-6" T.O. BEAM: 8'-6"
12.11
FEXI-B
C4
C3
6
MF-27
1-SP SPC(48) LF16 N/A-HDWE-5
CD
C4
QUARTERS 501 320 SF
06.10
3
12.11
4'-0"
CC
CB
6 A1.13
12.11
C4
C3
C4
9
4'-0"
07.1
07.1
CONSTRUCTION CONSTRUCTION
SECTION DETAIL - WOOD PANEL STE STOP
16 1/2"
© ©
COPYRIGHT COPYRIGHT THESE DRAWINGS THESE DRAWINGS ARE PROPERTY ARE PROPERTY OF THE OF THE ARCHITECT ARCHITECT AND MAYAND NOTMAY BE REPRODUCED NOT BE REPRODUCED WITHOUTWITHOUT THE PERMISSION THE PERMISSION OF A OF A REPRESENTATIVE REPRESENTATIVE OF ANDERSSON OF ANDERSSON WISE WISE ARCHITECTS ARCHITECTS INC. INC.
FOAM CLOSURE INSECT SCREEN; IS-3 STRIP
1/2" 1/2"
1/2" 1/2"
3/4"
COLUMN
SIM SIM 13 13 A6.91 A6.91
WOOD STOP Scale: 6" = 1'-0" COMPOSITE WOOD SLIDING PANEL
1/8"
14 A6.91
SECTION DETAIL - RICHLITE WOOD STOP BARN DOOR WOOD STOPCOMPOSITE WOOD SLIDING
14
14
14 A6.91
1 1 A6.91 A6.91
SECTION DETAIL - RICHLITE BARN DOOR WOOD STOP Scale: 6" = 1'-0"
COLUMN
CL
WOOD WOOD FRAME FRAME T+G WOOD BOARDS T+G WOOD T+G WOOD BOARDS BOARDS IN IN SECTION DETAIL - WOOD COMPOSITE WOODPANEL SLIDING WOOD WOOD FRAME FRAME
11 COLUMN
11
1/8"
3/4"
13 CL
COLUMN
INSECT SCREEN; IS-3 NDCNDC WALL WALL SECTION SECTION @ SCREEN @ SCREEN PANEL PANEL Scale:Scale: 3/4" = 3/4" 1'-0"= 1'-0"
1/2"
7/8"
INSECT SCREEN; IS-4
3 1/2"
1"
2 2WOOD STOP
WOOD FRAME WOOD SILL STEEL ANGLE BEYOND; MTL-2 REF: STRUCTURAL INSECT SCREEN; IS-3 WOOD DECKING INSECT INSECT SCREEN; SCREEN; IS-3 BEAM; IS-3 STEEL MTL-2 REF: STEEL ANGLE BEYOND; STRUCTURAL STEELSTEEL BEAM;BEAM; MTL-2MTL-2 MTL-2 REF: REF: REF: STRUCTURAL STRUCTURAL STRUCTURAL INSECT SCREEN; IS-3 STEELSTEEL COLUMN; COLUMN; MTL-2 MTL-2 REF: REF: WOOD DECKING STRUCTURAL STRUCTURAL STEEL BEAM; MTL-2 REF: C.I.P. CONCRETE C.I.P. CONCRETE FOOTING; FOOTING; STRUCTURAL SECTION DETAIL - WOOD PANEL
INSECT SCREEN; IS-3
3 1/2"
1/2"
WOOD FRAME
INSECT SCREEN; IS-4 WOOD FRAME 3/4"
1/2"
12 A6.91
INSECT SCREEN; IS-3
INSECT INSECT SCREEN; SCREEN; IS-3 IS-3 STEELSTEEL BEAM;BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL
COMPOSITE WOOD FRAME RESIN PANEL STEEL BAR WOOD SILL STEEL BAR BEYOND DOOR GUIDE SET IN FLOOR WOOD STOP
1/2"
5/8"
1 1/2"
ALIGN
5/8" 1/8" WOOD WOOD BOARD BOARD DECKING DECKING
WOOD WOOD BOARD BOARD DECKING DECKING COMPOSITE WOOD SLIDING DOOR GUIDE SET IN FLOOR PANEL WOOD STOP F.F. FLOOR: VARIES F.F. FLOOR: VARIES
2 2 A6.91 A6.91
1"
SECTION DETAIL - MULLION Scale: 6" = 1'-0" 1"
13 CL
COLUMN
SECTION DETAIL - MULLION Scale: 6" = 1'-0" COMPOSITE WOOD SLIDING PANEL 1" SIM STEEL COLUMN BEYOND; 13 MTL-2 REF: STRUCTURAL A6.91 WOOD COMPOSITE FRAME BEYOND WOOD SLIDING PANEL T&G WOOD BOARDS SIM
10
REF: STRUCTURAL REF: STRUCTURAL
SIM
13 A6.91
10
INSECT SCREEN; IS-4
Scale:Scale: 3/4" = 3/4" 1'-0"= 1'-0"
INSECT SCREEN; IS-3
1/2" 1/2"
ROLL-UP FABRIC WINTERIZATION PANEL
SECTION DETAIL - MULLION Scale: 6" = 1'-0" 1"
CL
DOORCOLUMN
3
C CL L DOOR
DOOR
WOOD FRAME BEYOND Scale: 3" = 1'-0"
WOOD FRAME BEYOND COMPOSITE WOOD INSECT SCREEN; IS-3SLIDING PANEL BEYOND INSECT SCREEN; DOOR GUIDE SETIS-4 IN FLOOR WOOD STOP WOOD FRAME WOOD SILLROD COMPOSITE WOOD BACKER AND SLIDING JOINT SEALANT PANEL BEYOND STEEL COLUMN; MTL-2 REF: STRUCTURAL DOOR GUIDE SET IN FLOOR WOOD FRAME WOOD STOP WOOD STOP WOOD FRAME STEEL BEAM; MTL-2 REF: WOOD SILL STRUCTURAL
INSECT SCREEN; IS-3
3 1/2"
CL
3
DOOR
INSECTCOLUMN SCREEN; IS-4 STEEL BEYOND; MTL-2 REF: STRUCTURAL
PANEL
Scale: 3" = 1'-0" STEEL COLUMN BEYOND;
MTL-2 REF: STRUCTURAL A WOOD FRAME BEYOND T&G WOOD BOARDS INSECT SCREEN; IS-3 INSECT SCREEN; IS-3 SECTION DETAIL -GUIDE SCREEN DOOR DOOR SET IN FLOOR LINE 24 BRASS SNAP F BAR BEYOND Scale: 3" = 1'-0" STEEL FABRIC WINTERIZATIO WOOD STOP STEEL BAR STOP WOOD WOOD SILL INSECT SCREEN; IS-3 WOOD FRAME
LINECROSS 24 BRASS SNAP FOR R BRACING BEYO FABRIC WINTERIZATION PA MTL-2 REF: STRUCTUR
WOOD SCREEN DOOR CROSS BRACING BEYOND; WOOD FRAME BEYON MTL-2 REF: STRUCTURAL MORTISED GAS STEEL COLUMNBRUSH BEYOND; MTL-2 REF: STRUCTURAL
WOOD SCREEN DOOR WOOD DECKING WOOD FRAME BEYOND STEEL BEAM; MTL-2 RE MORTISED BRUSH GASKET STRUCTURAL INSECT SCREEN; STEEL ANGLE BEYOND; IS-3 MTL-2 REF: STRUCTURAL
3 1/2"
WOOD DECKING
CL
COLUMN
FREDERICK FREDERICK C. WISE C. WISETX REGISTRATION TX REGISTRATION # 16659 COLUMN # 16659
SHELTERS SHELTERS - WALL - WALL SECTIONS SECTIONS
CL
COLUMN
2 12
STOP & SCREEN DOOR WOOD STOP
Scale: 3" = 1'-0"
5
Scale: 6" = 1'-0"
SECTION DETAIL - SCREEN PANEL SILL
CL
COLUMN
Scale: 3" = 1'-0"
FIRE RETARDANT TREATED T+G WOOD BOARDS SMOKE PARTITION PER CODE MODIFICATION FIRE RETARDANT TREATED REQUEST
3/4"
WOOD DECKING STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL STRUCTURAL INSECT SCREEN; IS-3
4 3/4"
PLAN DETAIL DETAIL - -SCREEN PANEL WOOD SECTION SCREEN PANEL SILL
5 17
CL
WOOD STOP STEEL COLUMNPANEL BEYO MTL-2 REF: STRUCTUR
STEEL BEAM; MTL-2 REF: STRUCTURAL INSECT SCREEN; INSECT SCREEN;IS-3 IS-3
SILL
WOOD STOP
COMPOSITE- WOOD SLIDINGD SECTION DETAIL SCREEN
WOOD DECKING
CONSTRUCTION CONSTRUCTION DOCUMENTS DOCUMENTS SUBMITTAL SUBMITTAL
WOOD SCREEN DOOR
INSECT SCREEN; IS-3
INSECT SCREEN; IS-3
ARCHITECT: ARCHITECT:
NDCNDC WALL WALL SECTION SECTION @ DOOR @ DOOR
1 1
WOOD STOP
3/4"
13
INSECT SCREEN; IS-3
CL SECTION DETAIL - WOOD PANEL SILL ARTHUR ARTHUR W. ANDERSSON W. ANDERSSON TX REGISTRATION TX REGISTRATION # 13257 # 13257
INSECT SCREEN; IS-4 Scale: 3" = 1'-0" INSECT SCREEN; IS-3
WOOD SCREEN INSECT SCREEN; IS-4 DOOR
INSECT SCREEN; IS-3 Scale: 3" = 1'-0" INSECT SCREEN; IS-3
SIM
Scale: 3" = 1'-0"
CONTINUOUS WOOD FRAME STEEL SHIM CROSS BRACING BEYOND; ROLL-UP FABRIC MTL-2 REF: STRUCTURAL INSECT SCREEN; IS-3 PANE WINTERIZATION
1"CL
COLUMN BEYOND; SECTIONSTEEL DETAIL - SCREEN PANEL WOOD SCREEN DOOR MTL-2 REF: STRUCTURAL HEAD
WOOD FRAME STEEL ANGLE BEYOND; MTL-2 REF: STRUCTURAL CONTINUOUS STEEL S1 1/2" BOLT FOR WOOD BLOC A6 CROSS BRACING STAGGERED; 3'-0" O.C.BEYO OR MTL-2 REF: STRUCTUR STEEL BEAM; MTL-2 REF: STRUCTURAL WOOD FRAME
SECTIONWOOD DETAIL - SCREEN PANEL FRAME HEAD WOOD FRAME BEYOND
1"
13 A6.91
1/2" BOLT FOR WOOD STAGGERED; 3'-0" O.C STEEL BEAM; MTL-2 RE STRUCTURAL
WOOD STOP
WOOD STOP
COLUMN
6
COMPOSITE WOODBEYOND; SLIDING STEEL COLUMN
STEEL BAR BEYOND
12 A6.91
CL
HEAD
PANEL INSECT INSECT SCREEN; SCREEN; IS-4 INIS-4REF: IN STRUCTURAL MTL-2 WOOD WOOD FRAME FRAME BEYOND BEYOND RESIN PANEL COMPOSITE WOOD FRAME BEYOND STEELSTEEL BEAM;BEAM; MTL-2MTL-2 REF: REF: STEEL BAR STRUCTURAL STRUCTURALT+G WOOD BOARDS
7/8"
ALIGN
5/8" 1/8"
F.F. FLOOR: F.F. FLOOR: VARIES VARIES 5 5 A6.91 A6.91
Scale: 3"WOOD = 1'-0" FRAME BEYOND
T+G WOOD BOARDS
5/8" 1/8"
1 1/2"
WOOD STOP
STEEL COLUMN BEYOND; MTL-2 REF: STRUCTURAL SECTION DETAIL - WOOD PANEL
6
INSECT SCREEN; IS-3
STEEL ANGLE BEYOND MTL-2 REF: STRUCTUR
WOOD STOP
1/2"
HEAD
Scale: 3" = 1'-0" PANEL
COLUMN
WOOD STOP
COLUMN
STEEL SHORT COLUMN;
Scale: 6" = 1'-0" MTL-2 REF: STRUCTURAL
COLUMN
WOOD FRAMESTEEL BEYOND CONTINUOUS SHIM INSECTCOLUMN SCREEN; IS-3 STEEL BEYOND; MTL-2 REF: STRUCTURAL
CL
CL COLUMN
CL
COLUMN
INSECT INSECT SCREEN; SCREEN; IS-4 INIS-4 IN WOOD WOOD FRAME FRAME
COMPOSITE WOOD SLIDING PANEL STEEL ANGLE BEYOND; MTL-2 REF: STRUCTURAL INSECT INSECT SCREEN; SCREEN; IS-3 INIS-3FRAME IN WOOD BEYOND
CL
PANEL
Scale: 6" = 1'-0"
1/4"1/2"
CL
3/4"
PANEL
MONOLITHIC GLASS
1/4"1/2"
CL
STEEL STOP
STRUCTURAL STEEL COLUMN BEYOND; 1/2" BOLT FOR WOOD BLOCKING MTL-2 REF: STRUCTURAL STAGGERED; 3'-0" O.C. OR AS REQ'D. WOOD STOP COMPOSITE WOOD SLIDING WOOD FRAME PANEL
INSECT INSECT SCREEN; SCREEN; IS-3 INIS-3 IN STEEL ANGLE BEYOND; METAL METAL FRAME; FRAME; MTL-2MTL-2 BEYOND BEYOND MTL-2 REF: STRUCTURAL T+G WOOD T+G WOOD BOARDS BOARDS IN FRAME IN WOOD BEYOND METAL METAL FRAME; FRAME; MTL-2MTL-2 BEYOND BEYOND T+G WOOD BOARDS
14
CL
3/4"
1/2"
15
INSECT INSECT SCREEN; SCREEN; IS-3 INIS-3 IN WOOD WOOD FRAME FRAME
MONOLITHIC SECTION DETAIL - GLASS SCREEN
3 1/2"
COMPOSITE COMPOSITE WOOD WOOD SLIDING SLIDING PANEL PANEL
1/8"
ROLL-UP ROLL-UP FABRIC FABRIC PRIVACY PRIVACY PANEL PANEL
STEEL BEAM; MTL-2 REF: STRUCTURAL
Scale: 6" = 1'-0"
SHEET METAL FLASHING SLIDING DOOR BRACKET & 1/2" PLYWOOD; REF: STRUCTURAL CHANNEL INSULATION; INS-4 STEEL BEAM; MTL-2 REF: STEEL BEAM; MTL-2 REF: STRUCTURAL STRUCTURAL 1/2" BOLT FOR WOOD BLOCKING STAGGERED; 3'-0" O.C. OR AS REQ'D. COMPOSITE WOOD SLIDING SLIDING DOOR BRACKET & PANEL CHANNEL CONTINUOUS STEEL SHIM STEEL BEAM; MTL-2 REF:
WOOD STOP CONTINUOUS STEEL SHIM WOOD FRAME BAR STEELSTEEL BEAM;BEAM; MTL-2STEEL MTL-2 REF: REF: STEEL BAR BEYOND STRUCTURAL STRUCTURAL
SECTION DETAIL - SCREEN PANEL STEEL STOP
15
SHEET METAL FLASHING Scale: 6" = 1'-0" 1/2" PLYWOOD; REF: STRUCTURAL 15 INSULATION; INS-4 A6.91 FOAM CLOSURE STRIP STEEL BEAM; MTL-2 REF: FORMED METAL ROOFING; STRUCTURAL MTL-3 UNDERLAYMENT
3 1/2"
STEEL STOP; MTL-1
STEELSTEEL BEAM;BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL
4 4 A6.91 A6.91
3 3 A6.91 A6.91
ROOF
15 A6.91
FOAM CLOSURE STRIP FORMED METAL ROOFING; MTL-3 UNDERLAYMENT EDGE DETAIL - RAKE
STEEL BEAM; MTL-2 REF: SECTION DETAIL - RICHLITE BARN STRUCTURAL DOOR WOOD STOP
1"
3/4"
6 6 A6.91 A6.91
STEEL PURLIN; MTL-2 REF: Scale: 6" = 1'-0" STRUCTURAL
7/8" 1/8"
INSECT SCREEN; IS-3 STEEL BEAM; MTL-2 REF: STEEL STOP SPOT STRUCTURAL WELDED TO BEAM; MTL-1
T.O BEAM: T.O BEAM: 8'-6" 8'-6"
1/4"1/2"
1 1/2"
STEEL STOP; MTL-1
PANEL
ROOF EDGE DETAIL - RAKE
1/8"
3/4"
8 8 A6.91 A6.91
16 A6.91
STEEL STOP SPOT WELDED TO BEAM; MTL-1
STEELSTEEL BEAM;BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL
7
CAMPSITE CAMPSITE AT AT SHIELD SHIELD RANCH RANCH
STEEL STOP;WOOD MTL-1 COMPOSITE SLIDING INSECT SCREEN; IS-3
1/4"
1/4" 1 1/4"
Scale: 6" = 1'-0" INSECT SCREEN; IS-3
7
STEEL SHIM
1 3/8"
1/2"
SECTION DETAIL - WOOD PANEL STEEL STOP
FORMED METAL ROOFING; MTL-3
ALIGN
16
UNDERLAYMENT UNDERLAYMENT 1/2" PLYWOOD; 1/2" PLYWOOD; REF: REF: STRUCTURAL STRUCTURAL INSULATION; INSULATION; INS-4 INS-4
MONOLITHIC GLASS
STEEL STOP SPOT COLUM STEEL SHORT WELDED TO BEAM; MTL-1 A WOOD STOP MTL-2 REF: STRUCTUR
5/8" 1/8"
1/4" 1 1/4"
FORMED FORMED METAL METAL ROOFING; ROOFING; MTL-3MTL-3
1/2" PLYWOOD; REF: STRUC STEEL BEAM; MTL-2 RE INSULATION; INS-4 STRUCTURAL
1 1/2"
Scale: 6" = 1'-0"
5/8"1/8"
1/2"
SHEET SHEET METAL METAL FLASHING FLASHING
STEEL ANGLE BEYOND; MTL-2 REF: STRUCTURAL STEEL BEAM; MTL-2 REF: 16 STRUCTURAL A6.91
Scale: 6" = 1'-0" SHEET METAL FLASHING
STEEL PURLIN; MTL-2 REF: Scale: 6" = 1'-0" STRUCTURAL
5/8"
3/4"
STEEL STOP; MTL-1
SECTION DETAIL - WOOD PANEL STEEL STOP
15
STEEL SHIM
ROOF EDGE DETAIL - EAVE
1 1/2"
STEEL PURLIN; MTL-2 REF: FORMED METAL ROOFING; STRUCTURAL MTL-3 STEEL STOP; MTL-1 UNDERLAYMENT SHEET METAL FLASHING STEEL SHORT COLUMN BEYOND; MTL-2 REF: P.T. PLYWOOD STEELSTEEL SHORT SHORT COLUMN COLUMN STRUCTURAL BEYOND; BEYOND; MTL-2MTL-2 REF: REF: INSULATION; INS-4 T+G WOOD BOARDS STRUCTURAL STRUCTURAL STEEL PURLIN; MTL-2 REF: FORMED FORMED METAL METAL ROOFING; ROOFING; STEEL STOP SPOT STRUCTURAL MTL-3MTL-3 WELDED TO BEAM; MTL 1 STEEL STOP; MTL-1 UNDERLAYMENT UNDERLAYMENT STEEL ANGLE BEYOND; STEEL COLUMN 1/2" PLYWOOD; 1/2" PLYWOOD; REF: REF: MTL-2 REF:SHORT STRUCTURAL STRUCTURAL STRUCTURALBEYOND; MTL-2 REF: SLIDING DOOR BRACKET & STRUCTURAL INSULATION; INSULATION; INS-4 INS-4 CHANNEL T+G WOOD BOARDS STEELSTEEL BEAM;BEAM; MTL-2 MTL-2 REF: REF:MTL-2 REF: STEEL BEAM; STRUCTURAL STRUCTURAL STEEL STOP SPOT STRUCTURAL WELDED TO BEAM; MTL 1 STEELSTEEL PURLIN; PURLIN; MTL-2 MTL-2 REF: REF: PROJECT PROJECT NO. 1805 NO. 1805 1/2" BOLT FOR WOOD BLOCKING STRUCTURAL STRUCTURAL STEEL ANGLE BEYOND; STAGGERED; 3'-0" O.C. OR AS REQ'D. MTL-2 REF: STRUCTURAL SHEET SHEET METAL METAL FLASHING FLASHING WOOD STOPDOOR BRACKET & 10417 CRUMLEY 10417 CRUMLEY RANCHRANCH RD RD SLIDING CONTINUOUS AUSTIN, AUSTIN, TX 78738 TX 78738 CHANNEL STEEL SHIM STEEL BEAM; MTL-2 REF: WOOD FRAME STEEL BAR T.OSTRUCTURAL BEAM: 8'-6" 8'-6" T.O BEAM: STEEL BAR BEYOND 1/2" BOLT FOR WOOD BLOCKING 19 DEC192019 DEC 2019 ISSUE ISSUE DATE :DATE : STAGGERED; 3'-0" O.C. OR AS REQ'D.
STEEL STEEL BEAM; STOP MTL-2SPOT REF: STRUCTURAL WELDED TO BEAM; MTL-1
16
8
INSULATION; INS-4
SECTION DETAILSTEEL - SCREEN STOP;PANEL MTL-1 STEEL STOPUNDERLAYMENT
5/8"
P.T. PLYWOOD
STEEL ANGLE BEYOND; T+G WOOD BOARDS MTL-2 REF: STRUCTURAL
STEEL STOP SPOT FORMED METAL WELDED TO ROOFING; BEAM; MT
FORMED METAL ROOFING; FORMED METAL ROOFING; MTL-3 MTL-3
1 1/2"
STEEL STOP; MTL-1
ANDERSSON ANDERSSON / WISE/ WISE 807 BRAZOS 807 BRAZOS STREET, STREET, SUITE SUITE 800 800 AUSTIN, AUSTIN, TX 78701 TX 78701 T 512.476.5780 T 512.476.5780
1/4"
1/4" 1 1/4"
ND ND
1/4"
1/2"
NC NC
SHEET METAL FLASHIN 1/2" PLYWOOD; REF: S
STEEL BEAM; MTL-2INS-4 REF: INSULATION; STRUCTURAL FOAM CLOSURE STRIP
Scale: 6" = 1'-0"
1 1/2"
EQ
FORMED METAL ROOFING; MTL-3 UNDERLAYMENT SHEET METAL FLASHING
5/8"
EQ
3/4"
NA NA
STEEL STOP SPOT WELDED TO BEAM; MTL-1
1/8"
CL
BEAM
UNDERLAYMENT STEEL STOP; MTL-1
ROOF EDGE DETAIL - EAVE
1 1/2"
8
T+G WOOD BOARDS
3/4"
1/4" 1 1/4"
STEEL STOP SPOT WELDED TO BEAM; MTL-1
1 1/2"
1/2"
FORMED METAL ROOF
FORMED METAL ROOFING; MTL-3
EQ
1/8"
CL
BEAM
EQ
Scale: 6" = 1'-0"
1/4" 1 1/4"
CL
COLUMN
2
SECTION DETAIL - WOOD PANEL WO SECTION DETAIL - SCREEN D STOP Scale: 3" = 1'-0"
Scale: 6" = 1'-0"
SECTION DETAIL - SCREEN DOOR Scale: 3" = 1'-0"
T+G WOOD BOARDS LINE OF 08SILL BELOW LINE OF BASE PLATE B REF: STRUCTURAL T+GWOOD WOOD FRAME BOARDS LINESTEEL OF SILL BELOW MTL-2 COLUMN;
ELIZITA RANCH Hebbronville, Texas
Located within the arid landscape of south Texas, the Elizita Ranch design concept is based on creating a sequence of controlled and protected spaces that organize and connect all of the various buildings within the compound then dramatically expose the remarkable view from the new structures. The buildings of the ranch are made of traditional plaster walls with corrugated metal roofing. A number of wooden canopies next to the buildings provide shade as well as a protected shelter connecting all of the structures. The concept is to celebrate the connection between indoor-outdoor by positioning the primary rooms of the program deeply recessed and protected by a broad roof line. Much like a tent, the outer edge of the roof is supported by poles and exterior curtains that can close or open the space as desired. Large glass walls of the public rooms can slide or swing open, creating an al fresco experience when the weather permits. When I worked on Elizita Ranch I mostly focused on the covered parking and trophy room area. The trophy room was designed to be a large gathering space for socializing and entertainment. To help facilitate that program a bar area was introduced with plate steel cabinetry and stone countertop space to make and store drinks. The hope is that once people get their refreshments they can socialize either in the large living room space or outside under the shaded canopy.
Covered
Covered
Parking
Parking
Future Trophy Room Footprint
Catina
Casita C
Auto Courtyard
Kitchen/ Dining
Mud Room
Master Suite
Pool Casita
Casita
Casita
A
B
D
Ranch Plan
13
3
1
A3.03
A3.03
1 A3.02
1 A5.32
K.F
K.J
3
4
1
A2.01
1
1
A3.03
A3.03
A2.01
A3.02
I
2
3
4
GENERAL NOTES
5
6
1 2
7
3
71'-7" 3'-7"
3'-2"
10'-10"
2 3/4"
9'-10"
13'-0 1/2"
14'-3"
9'-8 3/4"
10"
14'-6"
5'-7 1/2" CL
EQ
CL
EQ
CL
EQ
4 5
4'-0" 5'-9"
CL
8'-1"
A5
8 3/4"
EQ
DS
6
EQ
7
A4
DS
HB 23.3
A7.53 6
2
23.2
C10
6
4
A5
WINE ROOM 122 108 SF
A7.03
14'-0"
6'-3"
A7.01
2
1
1'-10" 9'-0"
1 A5.01
CJ
5'-6"
03.5
8 3/4"
CJ 8'-0"
EQ
COPYRIGHT THESE DRAWINGS ARE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE PERMISSION OF A REPRESENTATIVE OF ANDERSSON·WISE ARCHITECTS
1 1
MAP ROOM
SITTING ROOM
106
105
2
SECTION @ SITTING ROOM NORTH
2
SECTION @ SITTING ROOM NORTH
Scale: 1/4" = 1'-0"
PATIO 123
CJ
CJ
1
2
2
A3.01
A3.01
A3.02
ELIZITA RANCH TROPHY ROOM
WALL KEY EXISTING WALL OR PARTITION
143 HUFF LANE HEBBRONVILLE, TX 78361
NEW WALL OR PARTITION
10 AUGUST 2018
PR #001 ASI #003 ASI #012 ASI #014 ASI #033 ASI #035
11-08-2018 12-13-2018 03-29-2019 03-30-2019 04-15-2020 06-29-2020
5'-9" 7'-10 7/8" FIREPLACE
CL
6'-10"
2
16'-0"
4'-5 7/8"
F G
1'-2"
9'-1 1/2"
Scale: 1/4" = 1'-0"
T.3
4
2
A2.02
A2.01
T.4
21'-3 1/4"
1
PATIO 123
101
ARCHITECT: Arthur W. Andersson TX Registation # 13257 Frederick C. Wise TX Regstration # 16659
H T.14 6'-0"
CONSTRUCTION DOCUMENTS CP-6 1
1
3'-0"
FLOOR PLAN
Trophy Room Sections
T.15 DINING NOOK
9'-1 1/2"
T.5
T.6
A1.01A PLAN NORTH
3
2 A3.02
TROPHY ROOM
121
30'-8 3/8"
A2.01
2 A3.01
K.12
8'-5"
23'-11 5/8"
1 A3.01
1
DINING NOOK
A3.02
06.6
T.2
CJ
2
4'-7"
1 A5.04
T.1
CJ
CJ
1
CL
C2
ENTRY VESTIBULE 107 341 SF
1'-11 5/8"
7'-2"
3 A5.03
W/ CENTERLINE OF TROPHY ROOM RIDGE
C2
1'-0"
CENTERLINE OF FIREPIT TO ALIGN
ALIGN
05.31
LKP
2 CL A5.03
CJ
CJ
Δ REVISIONS
A2.02
07.19
3'-9" 05.32
6'-0 3/4"
1 A5.03
105C D3(77) F2-H12
3 A5.32
1'-6"
3
B1
CJ
©
1
8'-1 1/8"
C2
105A D2(47) F2-H2
CL
26.15
105B D3(77) F2-H12
LKP
B1
CL
26.2
12'-10"
26.6
03.7
4'-8 1/8"
1
1
3
(E) AV/COMP 002 29 SF
CASITA C
1'-5"
A7.04 7
CL
1 12'-10"
A7.04 5
A3
16'-10"
32.2
1
5'-2"
6
MAP ROOM 106 196 SF
A1
CJ C3
7'-7"
MECH. CHASE 114 31 SF
8
CJ
A3
1
2 4 23.6
4'-0"
26.2
8 1/2"
C2 (E) LAUNDRY 001 219 SF
CJ
CJ
A3.01
04.6
3'-0"
C2
B1
6'-7 3/4"
ROOM
CJ
LKP
B1
7'-0 1/8"
CL
SITTING ROOM 105 367 SF
CJ
B1 DS
DS
DS
123
HB
26.21 LKP
B1
S-1
101 D2(55) F2-H2
1/8" = 1'
26.21
23.3
SEE 1 / A1.01B
6
EQ
1 A5.32
PATIO
2
A1
1 A5.02
03.5
8'-6 1/4"
EQ
ALIGN
4'-8 1/4"
MATCHLINE
11 1/4"
CJ
1'-10"
DS 23.2
BAR 104 85 SF
105
807 BRAZOS ST, SUITE 800 AUSTIN, TX 78701 TEL 512.476.5780 FAX 512.476.0858
1 2 3 4 5 6
A1
C3
SITTING ROOM
106
DATE :
E
05.32
A6
A2.02
MAP ROOM
ANDERSSON·WISE ARCHITECTS
KEYNOTES
1
69'-11"
26.2
C2
CJ
1
SMOOTH CONCRETE COLUMNS W/ CHAMFER. SMOOTH CONCRETE FIREPLACE FRONT CAST-IN-PLACE CONCRETE SURROUND LINE OF SMOOTH CONCRETE HEARTH LINE OF STONE HEARTH ROUTE OUTSIDE AIR GRILLE VENT BELOW SLAB RAIN CHAIN TERMINATING INTO GRAVEL 1/4" PLATE STEEL WALL CAP; MTL-1 LINE OF TRELLIS ABOVE LINE OF ROOF ABOVE LINE OF PLATE STEEL AWNING ABOVE TANKLESS WATER HEATER; COORDINATE LOCATION W/ ARCHITECT 23.2 HVAC UNIT ON CONCRETE PAD 23.3 HVAC DISCONNECT SWITCH; INSTALL CONDUIT IN FRAMING 23.6 ROUTE ALL EXISTING EXHAUST LINE OUT 26.2 INTERIOR FLOOR OUTLET; THOMAS & BETTS; STEEL (E) RECESSED FLOOR BOX 664-SC. BRASS FLOOR BOX COVER LAUNDRY 664-CST-M-BRS, STEEL DUPLEX 2-GANG DEVICE PLATE 664 RP, WIRE TUNNEL 664WT (IF APPLICABLE). 001 26.6 RELOCATE EXISTING ELECTRICAL BOX TO SURFACE OF NEW CONCRETE POUR 26.7 AV RACK; COORDINATE REQUIREMENTS W/ OWNERS AV INSTALLER 26.15 EXTERIOR FLOOR BOX; LEW ELECTRIC OB-1-SP-6PORT; STAINLESS STEEL COVER 26.21 POP-UP COUNTERTOP RECEPTACLE: LEW ELECTRIC PUR20-DB; DARK BRONZE COVER. 26.22 STANDBY GENERATOR 32.2 GRAVEL WITH PLATE STEEL EDGING
1
EQ
1
EQ
6'-9"
A7.02 2
CJ 1 A3.02
1
03.5 03.6 03.7 03.8 04.6 04.8 05.31 05.32 06.6 07.19 07.20 22.3
A3.01
CJ
9'-0"
A2
42'-1 3/4"
ROOM
26.2
4'-0"
TROPHY ROOM 101 1012 SF
CL
CJ
1 CJ A3.03
2'-3"
A5
C8
A4
EQ
EQ
1
26.2
ROOM
110 D5(72) F2-H14
1
A7.03 2
26.2
A3
MECH. CLOSET EAST 110 60 SF
C3
13'-6"
1 CL
C1
1 A7.51
D
DS
07.20
9"
C4
8 3/4"
1'-7" 03.5
EQ
4
1
5'-2 1/4"
AV/STORAGE 113 90 SF
CJ
5'-9"
C9
CLEAR
EQ
26.2
04.8 26.7
C2
26.2
3'-9 3/4"
5 A5.31
FIREPLACE LOUNGE 103 489 SF
B C
2'-7"
2'-5"
03.8
1
EQ
5'-4"
A1
C3
C1
CJ
3'-9 3/4"
03.6
A1
03.5
8'-0"
11"
C4
C9
1'-10 1/2" 2'-9 3/4"
CJ C11
CJ
C5
5'-10"
3'-3 3/4"
05.32
1 5 2
113 D8(34) F1-H15
DINING NOOK 121 270 SF
1
2'-11 1/4"
D1
C1
05.32
A7.03 8
7
9'-9"
3'-1 1/2"
6
ALIGN
CL
2'-2 15/16"
MECH. CLOSET WEST 119 12 SF
LKP
07.20
05.32
C5
6 1/2"
C4
112 D8(32) F1-H5
119 D4(36) F2-H4
C7
LAV-1
C1
4'-6"
05.32
2'-9 1/2"
8 1/4"
3'-0 1/8"
CL
1'-3 1/2"
WC-1
2 A5.01
07.19
CJ
NOT FOR 3 REGULATORY A3.03 APPROVAL, PERMITTING OR CONSTRUCTION
4 A3.03
LKP
1'-11 5/8"
4'-6"
A3
22.3
C1
DS
5
6" TYP.
EQ CL
DOOR & SINK
A2.02
10
C12
3
CL
26.22
A1
VESTIBULE NORTH 111 36 SF
9 23.2
ROOM
1 A7.52
POWDER ROOM 112 53 SF
A2
8
3
23.3
4
122 D7(44) F2-H13
CJ
8
23.2
CJ
EQ
5 23.2
CJ
A
12'-0"
LKPLKP SKP
9"
1
14'-6" 35'-10 1/2"
1 A7.53
EQ
A4
SEE SHEET G0.40 FOR WALL PARTITION TYPES. SEE SHEET A6.00 FOR WINDOW & DOOR TYPES AND SCHEDULES. SEE SHEET G0.50 FOR FINISH, APPLIANCES & PLUMBING SCHEDULE. SEE SHEET A6.50 FOR DOOR TYPES & SCHEDULES. ALL DIMENSIONS ARE TO STRUCTURAL GRID, MASONRY FACE, OR ROUGH FRAMING UNLESS OTHERWISE NOTED. ALL WINDOW LOCATION DIMENSIONS ARE REFERENCED TO THE CENTERLINE OF WINDOW UNIT. SEE SHEET A6.00 FOR ROUGH OPENING DIMENSIONS. ALL EXTERIOR ELECTRICAL OUTLETS & HOSE BIBS ARE LOCATED 1'-6" A.F.F. TO CENTERLINE. ALL ARCHITECTURAL STEEL OR STEEL W/ WELDS EXPOSED TO VIEW SHALL BE GROOVE OR PUDDLE WELDED AND GROUND SMOOTH FOR A SEAMLESS APPEARANCE, UNLESS OTHERWISE (E) DETAILED OR APPROVED BY ARCHITECT. ALL UTILITY/MEP CONNECTIONS TOLAUNDRY BE UNDER SLAB, NO ABOVE GRADE WALL PENETRATIONS, PROVIDE SLEEVES AS 001 REQUIRED. ALL ELECTRICAL FLOOR OUTLETS ARE DIMENSIONED TO GRID UNLESS OTHERWISE NOTED.
1
121
TROPHY ROOM 101
PATIO 123
1
SECTION @ TROPHY ROOM EAST
1
SECTION @ TROPHY ROOM EAST
Scale: 1/4" = 1'-0"
GROUND FLOOR PLAN A Scale: 1/4" = 1'-0"
PROJECT NO. 1401
Trophy Room Ground Floor Plan
Scale: 1/4" = 1'-0"
15
INT.
Δ REVISIONS
5 A8.11
TURAL ISIBLE CNC-2
1/4" PLATE STEEL WALL CAP; MTL-1 BOTTLE SHELF W/ LIGHT; MTL-1
3 APPLIANCE
1"
INSULATION; INS-2
3/4" 3'-3 1/2"
3'-10"
7'-4 1/4"
ELEVATION NORTH @2BACK BAR
3"
1'-10 1/2"
1'-10 1/2"
4"
ALIGN
4 3/4"
4 3/4"
PLATE STEEL PANEL; MTL-1
DISH WASHER DRAWERS
A6
3"
1'-10 1/2" 1"
3"
2'-6"
PLATE STEEL + WOOD CABINETRY; MTL-1
10 A8.11
EO
14 A7.51
1/8" PLATE STEEL TRIM; MTL-1
EQ 8"
ELEVATION WEST @ BACK BAR
Scale: 3/8" = 1'-0"
ELEVATION NORTH @ BAR
3
Scale: 3/8" = 1'-0"
AND M WIT OF ANDET
ELEVATION NORTH @ BAR
3
3
Scale: 3/8" = 1'-0"
ALIGN
3807 BRA AU TE FA 807
THESE
EQ
3
AND A
SMOOTH ARCHITRECTURAL C.I.P. 1/8"CONCRETE PLATE STEEL TRIM; MTL-1
EQ 8"
DISH WASHER DRAWERS
ELEVATION WEST @ BACK BAR
6
GRANITE COUNTER TOP C.I.P. BY INT. SMOOTH ARCHITRECTURAL DESIGNER CONCRETE
10 A8.11
EQ
PLATE STEEL + WOOD CABINETRY; MTL-1
1/8" PLATE STEEL GRANITE COUNTERMTL-1 TOP BY INT. BACKSPLASH; DESIGNER
14 A7.51
EO
PLATE STEEL PANEL; MTL-1
13 A7.51
1"
6
CONSTRUCTION DOCUMENTS CP-6
Scale: 3/8" = 1'-0"
EQ
1" ELEVATION SOUTH @ BAR
5
6'-0"
ELEVATION EAST @ BAR
5
Scale: 3/8" = 1'-0"
ALIGN
10 A8.52
9'-6 1/2"
1 1/2"
R 1"
R 1"
CL
CL
SINK
FAUCET
8 1/2"
EQ
2 1/2"
CL
FAUCET
2 1/2"
3"
R
A4
A3
2 1/2" R
Enlarged Bar Plan and Elevations 2
2
1/2"
1 1/2"
4
SMOOTH ARCHITECTURAL C.I.P. 2
4
EQ
EQ
3"
SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2
2 1/2"
ALIGN
2 1/2"
ALIGN LINE OF COUNTERTOP
CL
SINK
EQ
"
ALIGN
LINE OF COUNTERTOP ABOVE COUNTERSUNK FASTENERS @ 24" O.C. OR AS REQUIRED ALIGN
Scale: 3/8" = 1'-0"
5 1/2"
3
LINE OF COUNTERTOP ABOVE
ELEVATION WEST 9'-6 @ 1/2" BAR
1'-0 1/4" 2 1/2"
1/2"
3
3
3
5 1/2"
3
LINE OF BOTTLE SHELF COUNTERSUNK FASTENERS @ 24" O.C. OR AS REQUIRED
ALIGN
ALIGN
1'-0 1/4"
LINE OF BOTTLE SHELF
ALIGN
Scale: 3/8" = 1'-0"
2
2
3
+/- 5 5/8"
ALIGN
ELEVATION SOUTH @ BAR Scale: 3/8" = 1'-0"
3"
PR # ASI # ASI # ASI #
ELEVATION WEST @ BAR
2
Scale: 3/8" = 1'-0"
1 2 3 4
INT. DESIGNER PLATE STEEL + WOOD CABINETRY; MTL-1
1/4" PLATE STEEL WALL BASE; MTL-1
EQ
PR #001 DAT ASI #014 ASI #035 Δ R ASI #036
A4
A3
A5
2
A2
A5
A2
A6 2'-1"
8 A6
6
5 1/2"
5 1/2" 2'-1"
A7.51 7 8 5 C L 6 A7.51 7 SINK
EQ
2'-3"
6'-0"
1"
1/4" PLATE STEEL WALL CAP; MTL-1 BOTTLE SHELF 3 W/ LIGHT; MTL-1 1/4" PLATE STEEL WALL COUNTER CAP; MTL-1TOP BY GRANITE INT.BOTTLE DESIGNER SHELF 3 W/ LIGHT; PLATE STEEL MTL-1 + WOOD CABINETRY; GRANITEMTL-1 COUNTER TOP BY
2'-3"
1"
EQ
2'-1"
EQ
Scale: 3/8" = 1'-0"
7
EQ
11'-4 3/4"
+/- 5 5/8"
PROJECT NO. 1401
ELEVATION EAST @ BAR
7
LINE OF COUNTERTOP SEAM
1'-0"
EQ 1"
'-4 3/4"
3"
12 A7.51
2'-1 1/4" 3/4"
1'-0"
4"
3"
A7.51
SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2
H Δ REVIS
1 2 3 4
5 A8.11
2 1/2"
4"
2
ALIGN 12 A7.51
DATE :
5 A8.11
2 1/2"
A7.51
SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2
2'-1 3/4"
2
1/4"
OPEN TO TROPHY ROOM
3'-0"
9'-5 3/4"
3
20 A8.11 1/8" PLATE STEEL SHELF W/ 3 UNDERMOUNT LIGHTING; 20 1/8" PLATE STEEL SHELF W/ 3 GRANITE COUNTER TOP BY INT. MTL-1 UNDERMOUNT LIGHTING; MTL-1 A8.11 DESIGNER GRANITE COUNTER TOP BY INT. 1/8" PLATE STEEL SHELF W/ DESIGNER UNDERMOUNT LIGHTING; 1/8" PLATE STEEL SHELF W/ 3 MTL-1 UNDERMOUNT LIGHTING; MTL-1 GRANITE COUNTER TOP BY INT. SMOOTH ARCHITECTURAL DESIGNER C.I.P. CONCRETE; NO VISIBLE BOTTLE SHELF W/ LIGHT; MTL-1 FORM TIES; CNC-2 PLATE STEEL + WOOD SMOOTH ARCHITECTURAL CABINETRY; MTL-1 C.I.P. CONCRETE; NO VISIBLE BOTTLE SHELF W/ LIGHT; MTL-1 FORM TIES; CNC-2 PLATE STEEL + WOOD 1/4" PLATE STEEL WALL CABINETRY; MTL-1 BASE; MTL-1 GRANITE COUNTER TOP BY INT. DESIGNER
ALIGN
GRANITE COUNTERTOP BY INT. DESIGNER
LINEAR BAR DIFFUSER
3
2'-1"
1
OPEN TO 5 TROPHY A8.11 ROOM
3
1
4"
4 3/4"
GRANITE COUNTERTOP BY INT. DESIGNER
2
ELIZ TRO VENEER PLASTER ON GWB EL1 HEBB TR
VENEER PLASTER ON GWB
1/4"
10 A7.51
LINEAR BAR DIFFUSER
3 1
3
4 3/4"
ENLARGED BAR 1 PLAN & ELEVATIONS
1
1 A8.52
1
SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2
2
TRASH
1
3
4 3/4"
4 3/4"
3 Scale: 3" = 1'-0"
5 SEAM A8.11
LINE OF COUNTERTOP
SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2
1 A8.52
PLAN DETAIL - BAR CAB @ APPLIANCE
3
PLAN DETAIL - BAR CAB @ SW CORNER
ALIGN
1/4" PLATE STEEL WALL CAP; MTL-1 PLATE STEEL + GLASS CABINETRY, MTL-1 1/8" PLATE STEEL BACKSPLASH; MTL-1 WALL CAP; MTL-1 1/4" PLATE STEEL 3
4"
3"
7/8"
2 1/2" 7/8"
1'-11"
15 A7.51
1"
3'-5 1/2"
TRASH
3"
LINE OF HARDWARE ABOVE
Scale: 3" = 1'-0"
le: 3" = 1'-0"
1" x 1" STEEL TRIM FLUSH W/OF CONCRETE; LINE COUNTERTOP SEAM MTL-1
PLATE STEEL + GLASS CABINETRY, MTL-1
ARCHITECT: Arthur W. Andersson TX Registation # 13257 Frederick C. Wise TX Regstration # 16659
LINE OF COUNTERTOP ABOVE PLATE STEEL PANEL; MTL-1
CL
Scale: 3/8" = 1'-0"
2
11 A7.51
GRANITE COUNTER TOP BY INT. DESIGNER
13 A7.51
A6
1"
2 A7.51 ELEVATION NORTH @ BACK BAR
LINEPLATE OF HARDWARE ABOVE STEEL PANEL; MTL-1
ENLARGED BAR PLAN
1'-10 1/2"
Scale: 3/8" = 1'-0"
PLATE STEEL & WOOD CABINETRY; MTL-1 PLAN DETAIL - BAR CAB @ APPLIANCE
15
LINE OF COUNTERTOP
15 A7.51
TRASH DRAWER
1"
PLATE STEEL & WOOD CABINETRY; MTL-1
15
Scale: 3" = 1'-0"
3"
2 3/4" 3'-3 1/2"
3 A8.52
DESIGNER BOTTLE SHELF W/ LIGHT; MTL-1 ALIGN TRASH DRAWER
12 A7.51
METAL GRILLE BASE
1"
7'-4 1/4" 1"
A7.51 METAL GRILLE BASE PLATE STEEL PANEL; MTL-1
A2
12 A7.51
GRANITE COUNTER TOP BY INT. DESIGNER 14PLATE STEEL PANEL; MTL-1
3
8 A8.52
2'-6"
ALIGN
A5
3'-5 1/2"
1/4"
11'-4 3/4"
EXIST. ICE
ALIGN
2
3 A8.52
APPLIANCE
3"
ALIGN
EXISTING REF.
APPLIANCE LINE OF TOEKICK BELOW LINE OF COUNTERTOP ABOVE
S-1
AN DETAIL - BAR CAB @ SW CORNER
ALIGN
A2
A4
3'-10"
8
EQ
5'-9 1/2"
1" x 1" STEEL TRIM FLUSH W/ CONCRETE; MTL-1
A5
14 A7.51
GRANITE COUNTER TOP BY INT.1/8" DESIGNER PLATE STEEL BACKSPLASH; MTL-1
1/8" PLATE STEEL BACKSPLASH 1/8" PLATE STEEL SHELF W/ UNDERMOUNT LIGHTING; MTL-1 BOTTLE SHELF W/ LIGHT; MTL-1 1/8" PLATE STEEL BACKSPLASH GRANITE COUNTER TOP BY INT.
Scale: 3/8" = 1'-0" LINE OF TOEKICK BELOW
1/4"
EQ
LINE OF TOEKICK BELOW
1
EXIST. ICE
SINK
ALIGN LINE OF COUNTERTOP ABOVE
7/8"
2'-0"
EXISTING REF. GFI
FREEZER/REF. DRAWERS
A3
8
5
PLAN DETAIL - BAR CAB @ NW CORNER 2'-1" Scale: 3" = 1'-0" 4 LINE OF HARDWARE ABOVE
20 A8.11
ICE
2 1/2" TYP
1/4"
CL
LINEPLATE OF TOEKICK BELOW STEEL + WOOD CABINETRY; MTL-1
A4
13 A7.51
2'-1"
A7.51 7
APPLIANCE
4" GFI 1/8" LINE PLATE TRIM; OFSTEEL HARDWARE ABOVE MTL-1 LINE OF COUNTERTOP ABOVE PLATE STEEL + WOOD 1/8" PLATE STEEL TRIM; CABINETRY; MTL-1 MTL-1
A3
4"
6
APPLIANCE 5 1/2" LINE OF TOEKICK BELOW
G
FREEZER/REF. DRAWERS
A2
8
AN DETAIL - BAR CAB @ NW CORNER
3"
A5
GFI
ICE
1"
1/8" PLATE STEEL TRIM; MTL-1 A6 PAINT EXPOSED EDGES TO MATCH STEEL PLATE STEEL PANEL; MTL-1 1/8" PLATE STEEL TRIM; MTL-1 LINE OF TOEKICK BELOW PLATE STEEL PANEL; MTL-1
le: 3" = 1'-0"
2
ALIGN
13 A7.51
GFI
11 A7.51
1/8" PLATE STEEL SHELF W/ UNDERMOUNT LIGHTING; MTL-1 VENEER PLASTER ON GWB
PLATE STEEL + GLASS 1/8" CABINETRY; PLATE STEELMTL-1 BACKSPLASH; MTL-1
2'-0"
GFI
2'-0"
LINE OF HARDWARE ABOVE PAINT EXPOSED EDGES TO MATCH LINESTEEL OF COUNTERTOP ABOVE
3 VENEER PLASTER ON GWB
4"
A4
A3
2
ALIGN
3'-5 1/2"
LINEPLATE OF COUNTERTOP ABOVE STEEL PANEL; MTL-1
5 A8.52
PLATE STEEL + GLASS CABINETRY; MTL-1
2'-0"
3'-0"
PLATE STEEL PANEL; MTL-1 APPLIANCE LINE OF HARDWARE ABOVE
8 A8.52
3
3'-5 1/2"
BOTTLE SHELF W/ LIGHT
3
3'-5 1/2" 3'-0"
APPLIANCE
5 A8.52
7 A8.52
3'-5 1/2"
LIGHTING
3
2
2'-3"
PLATE STEEL SHELF W/ BOTTLE SHELF W/ LIGHT UNDERMOUNT
3
ALIGN
1/8" PLATE STEEL; MTL-1 17 A8.11 PLATE STEEL SHELF W/ 9'-6 1/2" UNDERMOUNT LIGHTING 1/8" PLATE STEEL; MTL-1
1/4" BASE PLATEBELOW STEEL WALL CAP; MTL-1
- BAR CABINET @ WALL
1/4"
1"
RE A PE CO 7 A8.52
3 A8.52
4"
Scale: 3/8" = 1'-0" LINE OF PLATE STEEL
WALL CAP; MTL-1
1/4"
17
5 1/2"
2
1/4"
le: 3" = 1'-0" 1" 3" PLAN7/8" DETAIL Scale: 3" = 1'-0" 1" 3" 7/8" 7/8"
1
ELEVATION WEST @ BAR LIGHT A8.11 FIXTURE
3 1/2" 1/2" 1/4" PLATE STEEL 2AN DETAIL - BAR CABINET @ WALL
7/8"
3
3 A8.52
3'-0" 5 1/2"
1/2"
1 LIGHT FIXTURE
VENEER PLASTER ON GWB LINE OF COUNTERTOP ABOVE PLATE STEEL TRIM; MTL-1 LINE OF PLATE STEEL BASE BELOW LINE OF COUNTERTOP ABOVE
2'-1"
2"
7/8"
11-08-2018 03-30-2019 06-29-2020 07-14-2020
VENEER PLASTER ON GWB INSULATION; INS-2 LINE OF TOEKICK BELOW PLATE STEEL TRIM; MTL-1
1"
PR #001 ASI #014 ASI #035 ASI #036
GRANITE COUNTER TOP BY INT. DESIGNER PLATE STEEL + WOOD CABINETRY; MTL-1
3
LINEAPPLIANCE OF TOEKICK BELOW
WALL MTL-1
1 2 3 4
5
EQ
2 1/2" TYP 2'-1" 2 1/2" TYP
2
A7.51
17
2
A7.51
ARCHITECT Arthur W. An Frederick C.
Trophy Room Bar Millwork Sections
19
Exterior View of Trophy Room (interior still under construction)
21
OBJECT 3 Austin, Texas
This project was an exploration in the relationships of envelope, mass, and void at a larger scale than the previous objects allowed. Re-configuration of
Object 3 is a combination of the stacked and surface construction method. The form itself can be described as a surface floating on top of a mass, however what makes this object unique is that a thickness is added to the surface and the mass is hollowed out, subverting preconceived notions of mass and surface.
Object Elements
Stacked
Digital
Folded
In terms of construction and assembly we CNC routed 1/8� MDF and horizontally stacked the pieces together using dowels to align them properly as well as counteract shear.
PROJECT DATA Duration: 15 weeks Instructor: Kory Bieg Team Members: Rossina Ojeda, Alex Wu
The diagrams on the following page convey the inspirations for the project and its main idea. Additionally, the bottom images show projects we had completed earlier in the semester that were used as precedents for this project. The last two pages include sections and diagrams of how the object was put together. Folded Model
Folded Model
Folded Model
Dominic Sargeant
Alex Wu
Alex Wu
AWARDS • Design Excellence Nominee, 2014
Stacked Model
Stacked Model
Stacked Model
Rossina Ojeda
Rossina Ojeda
Dominic Sargeant 20
Original Object
Reconfigured Object
Layered/Contoured Object
Actual Model Photos
22
All Layers
Top and Base Elements
Layer Type 1 Top and Base Element Layer Type 1 Central Element
Center Element
Contour Layer A
Contour Layer B Top View
Front View
Right View
Layer Type 2 Top and Base Element Layer Type 2 Central Element
24
GOOSE ISLAND STATE PARK PAVILION Rockport, Texas
This project was built in Goose Island State Park to accompany a previously made fire circle, as well as provide a gathering space for visitors. The project includes an overhead shade canopy of wooden panels charred through the process of shou-sugi ban. This canopy is supported on steel columns that rest on concrete grade beams, which extend under the trees and end in four concrete benches. There is an informal room connecting the roof of the pavilion back to the natural live oak canopy of the park to form an uninterrupted shade area.
PROJECT DATA Duration: 15 weeks Instructor: Coleman Coker Team Members: Kristin Ericson, Kamree Gonzales, Ashley Harris, Sean Kennaugh, Drew McMillian, Cory Olsen, Denis Piereschi, Chris Salazar, Stuart Yancey
Along the north and west sides of the covered space, ten layers of welded wire mesh were spot welded together to provide a sense of enclosure. The west screen, which separates the seating area from the parking lot, will eventually be covered with native plants found in the park for the nature interpreter to describe the park’s flora before she begins her walks. A basin of seashells also rests adjacent to this screen to catch water runoff as it falls from the gutter.
Interstate Highway 35 Goose Island State Park Project Site
Aransas Bay
Copano Bay To Rockport, TX
Three custom designed dining tables that can be moved out into the open are on the north side of the pavilion for larger public events.
AWARDS • Design Excellence Winner, 2015
26
31
Above: Shou-sugi ban wood ceiling Left: Roof connection detail
33
32
24