2024 Portfolio_DSargeant

PORTFOLIO D O M I N I C

S A R G E A N T

TABLE OF CONTENTS

pg. 03

pg. 11

Houston Food Bank Project Site: Houston, Texas Campsite at Shield Ranch Project Site: Austin, Texas

pg. 13

Elizita Ranch Project Site: Hebbronville, Texas

pg. 21

Goose Island State Park Pavilion** Project Site: Rockport, Texas

RESUME

dts726@gmail.com

WORK EXPERIENCE

(216)-906-9472

RDLR (REY DE LA REZA)

1401 S. State Street Apt. 1803 Chicago, IL 60605

EDUCATION University of Texas at Austin Bachelor of Architecture (May 2017) Bridging Disciplines Program Certificate of Environment and Sustainability (May 2017)

SKILLS Autocad Consultant Coordination Enscape Facility Condition Assessment Hand Sketching Illustrator InDesign Model Building Photoshop Revit Rhino Sketchup 3dsMax

AWARDS **= Design Excellence Winner

Design Excellence Nominee & Winner (Fall 2014, Fall 2015) Overland Partners Scholarship (2012 - 2014)

Architectural Designer (February 2021 - November 2023) Houston, TX

Involved in all stages of design of a variety of transit, commercial, and renovation projects for several public entities such as: • Houston Airport Systems • Houston Food Bank (HAS) • Harris County Toll • Houston METRO Road Authority (HCTRA) • The Harris Center for • Harris County Mental Health and IDD Sheriff’s Office (HCSO) I was part of a larger LAN-led team that performed a statewide TxDOT facility assessment to identify non-compliance with the Americans with Disabilities Act (ADA) and building systems in need of repair or maintenance. I also assisted with scheduling the coordination of when third-party contractors would join the teams.

ANDERSSON / WISE Architectural Designer (November 2017 - March 2020) Austin, TX

I was a part of multiple design teams that worked on all phases of commercial, institutional 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.

Ford, Powell, & Carson Scholarship (2012 - 2013) 02

HOUSTON FOOD BANK WEST Houston, Texas

To meet the growing issue of hunger and expand its distribution capacity over three-fold, the Houston Food Bank (HFB) tasked RDLR with renovating a neglected, thirty year old, “tilt-up” warehouse.

Completed in 2011, that building has served as the main warehouse and headquarters for the largest food bank in the country in terms of facility size and distribution.

Now, once again, HFB has asked us to design another food bank in northwest Houston. The client expressed to us the desire to increase operational efficiency, accomodate new programs, provide a unique and alternate volunteer experience, and increase the space provided for already existing programs such as a cafe and meeting spaces. In addtion, HFBW campus will also have a five acre farm with a pavilion that will hold events for up to 100 people. The pavilion will prioritize sustainable design with features such as rainwater harvesting and solar power.

One of the ways we provided a new type of volunteer experience was through the roof plaza located on the second floor of the warehouse building.

Visitors must pass through the roof plaza to enter the building. Along the way large glass windows show the dry warehouse below, allowing visitors to visually interact with the spaces before entering the food bank. Once inside the volunteer area, visitors can see automated grain packing through a series of custom dispensing machines and bulk bag unloaders.

It is our hope, that, once completed HFBW will carry on the HFB philosophy of positive teamwork and good stewardship.

04

TY

STAFF & VISITOR PARKING 700

DETENTION 3ACRES

FREEZER 130,000SF

FARM 5 ACRES

ELLA BLVD.

HW 249

Second Floor Plan

FLEET PARKING & TRUCK WASH

DETENTION 5 ACRES

First Floor Plan 06

Exterior View of Roof Plaza

08

Interior View of Volunteer Repacking Area

10

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.

14

K1

3'-7 1/2"

03.8

3 3/4"

A6

15'-4 1/2"

9'-10 1/2"

CL

A6

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

E5

2 A5.02

A2.07 23.5

E21

A3.01

22.2

6'-8"

1 A5.01

A6

ALIGN

MC 05.40

05.40

B1

FEX1-C

EQ

2 A5.01

6

E10

22.6 14.1

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

16'-0"

16'-0"

A6

4

CL

E4

DOOR 204 DW5(84) 3'-10" F3-HDWE-5

A4

3

A6

C 2L

4'-3 1/2"

D1

2

A5.02

A3.01

KC

LAVATORY

1 A5.01

A7.02 2 1

ALIGN

B1

A4

05.40

B1

CONSTRUCTION NURSE'S OFFICE OFFICE 207 254 SF DOCUMENTS 206 159 SF SUBMITTAL

10'-0"

16'-0"

A6

FOUNTAINS

CL

11'-11 3/4"

E3

KB

B1

B1 07.1

05.12

6'-0"

05.40

KA

05.10

RESTROOM 102 122 SF

WEATHER ROOM 101 615 SF

ELECTRICAL 106 159 SF

E6

202 DM1(36) F1-HDWE-6

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

1 A3.52 STORAGE 103 239 SF

1 A5.02

A2.04

E20

1 A7.51 5'-6 1/2"

E7

E7

A21

A7.02

B1

TAIR

202C DM1(36) F1-HDWE-6

A3

A8

05.40

1 A4

MC

07.9

B1

1

12'-0" 5

TS

CL

FEX2-C

201A DW1(39) F2-HDWE-7

03.11

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

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

M1

2 A2.01

1

GROUND FLOOR PLAN Scale: 1/8" = 1'-0"

Ground Floor Plan

TX REGISTRATION # 13257 TX REGISTRATION # 16659

M2

PAVILION GROUND FLOOR PLAN

A1.01

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

EAS

4'-0 " E7

8'-9 1/2"

A7.01

2 A7.52

4-SP 4-SP SPC(47) SPC(47) N/A-HDWE-5 N/A-HDWE-5

2 A2.07

1 A3.51

03.11

05.40

4'-9"

4'-9"

UP

A6

05.67

2

2 A5.04

201B DW1(39) F2-HDWE-7

MA

KC

23.5

03.8

N LUM CO

1

201C DM1(36) F1-HDWE-2

A3

A2

3

"

A2.01

B1

203A DW2(48) F1-HDWE-1

1 A7.52

32.2 WEST STAIR

2 A2.0 3

2 1

E5

EQ

11'-3" 11'-3" 6'-0 " " "

09.1

A7.03

03.8

OR DO

PG

KB

A7.01

K3

"

3 A5.04

A8

CL

E4

C1

A7.01

34'0

17'0

A3

4

"

203B DM1(36) F1-HDWE-2

FEX1-C

1 A5.41

7-SP SPW2(144) F4-HDWE-5

"

6 1/2 9'-5 " 1/2"

05.40

05.29

03.11

12.6

KA

03.12

108 DW5(48) F3-HDWE-5

N LUM CO

4 A2.0

1 A2.0 3

19'-10"

24'-7"

B1

2 A5.01

A2.04

A6

7'-2 3/4"

107 DW4(50) F3-HDWE-5

2 A2.07

A21

CL

19 DEC 2019

ISSUE DATE :

17'0 MN COLU

CONCRETE ON METAL DECKIN STRUCTURAL CONTROL JOINT METAL GRATE FLOOR; MTL-4 METAL GUARD SYSTEM; MTL-2 STEEL WALL CAP; REF: 1/A8.11 DOWNSPOUT 1/4" STEEL FRAME; MTL-2 LINE OF ROOF ABOVE WOOD BOARD SLIDING PANEL TILE COMPOSITE WOOD CABINETS ELEVATOR FIRE RISER DRINKING FOUNTAIN

K2 44'0

03.6

A2.06

3 A5.02

30'0

A6

C1

05.40

03.12

A6

05.29

"

CL

1 A5.03

1 A5.42

10417 CRUMLEY RANCH RD AUSTIN, TX 78738

10'-0"

6'-8

6'-0"

03.12

MA

102A DM1(34) F1-HDWE-8

05.10 05.67

05.40

CL

5

03.8

E4

1

PF

6-SP SPW1(149) F4-HDWE-5

03.11

2

05.40

05.40

1 A3.55

4'-1 1/4"

CL

6'-2 3/4"

10'-0"

2 A5.04

2'-6 "

101B DM1(36) F1-HDWE-2

24'0

11'-3"

CL

4

A7.03

CL

A7.01

05.10

10'0

2 A5.03

CL

DOOR

03.11

2

1

1/2"

A6.50

TAIR

2

05.67

PROJECT NO. 1805

11'-3"

CL C1

TS

UP

3'-0"

EQEQ

11'-3" 90'-10"

23.5

EAS

05.67

03.11

05.67

B1

23.5

6-SP SPW1(149) F4-HDWE-5

EQ

2

PD

C1

101A DM1(36) F1-HDWE-2

4 A2.06

1 A2.01

PE

1 A3.51

21.2

4 A2.0 3 B1

PG

1 A2.02

22.2

4 A2.0

"

32.3

11.12

CL

COLU MN

CAMPSITE AT DINING 203 1845 SF RANCH SHIELD

K1

MN COLU 05.67

08.4

DOOR

5'-7 1/2"

17'0

PC

A2.05

20.5°

C L

K3

"

11'-3"

34'0

56'-3"

"

2

P13

B1

C L

EQ

PF

17'0

"

05.40

2

B1

20.5°

90'-10"

11'-3" 5'-7 1/2"

11'-3"

56'-3"

PE

P12

C L

07.2 05.40

5'-7 1/2"

PD

03.11

3 A2.04

EQ

1

1 A5.03

44'0

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

05.67

COLU MN

K2

2 A5.03

8-SP MDP(277) F4-HDWE-5

05.67

PB

"

03.6

EQ

10'0

22.2

A2.02

A2.05

20.5°

20.5°

PB

PC

2

P13

ANDERSSON / WISE 807 BRAZOS STREET, SUITE 800 AUSTIN, TX 78701 T 512.476.5780

5'-7 1/2"

B1

19'-10"

B1

P12

14°

1 A5.04

PA

3 A2.0 3

11'-3"

3 A2.04

KEYNOTES

14°

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

2 A2.0 3

PA

P11

P10

6'-0 "

08.15

6

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°

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"

P11

14°

11'-3"

©

KEYNOTES

24'-7"

P10

12'-1"

"

11'-3"

5

22'-6"

30'0

6

12'-1"

24'0

12'-1"

4

46'-8"

3 A2.0 3

22'-6"

P5

2'-7 "

46'-8"

P4

1/4"

5

P3

14'5

4

P2

DN

P5

3

P1

CL

P4

NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION

4'-3 "

P3

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

SEE SHEET A6.00 + A6.01 FOR W + FENESTRATION TYPES & SCHE SEE SHEET A6.50 FOR DOOR & P SCHEDULES SEE SHEET G0.50 FOR FINISH, E ACCESSORIES SCHEDULE ALL DIMENSIONS ARE TO STRUC OR FACE OF GWB/SHEATHING U OTHERWISE ALL WINDOW & FENESTRATION DIMENSIONS TO CENTERLINE. S A6.00/A6.01 FOR ROUGH OPENIN ALL EXTERIOR ELECTRICAL OUT BIBS ARE LOCATED 1'-3" A.F.F. T

1 A2.0 3

3

2'-5 2'-1 1/4" 1/2"

1

2

1'-9 2'-2 1/2" 3/4"

A2.05

11'-3"

1

EQ

A2.02

12'-1"

1 A2.05

EQ

A3.01

P2

2 A2.02

EQ

1

EQ

2

2

P1

GENERAL NOTES

1 A3.01

GENERAL NOTES

1

1

SECOND FLOOR PLAN Scale: 1/8" = 1'-0"

Second Floor Plan 16

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"

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.

T.O. BEAM: 8'-6"

3 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

©

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

T.O. BEAM: 8'-6" STEEL BEAM; MTL-2 REF: STRUCTURAL

STEEL ANGLE; 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

O.H.

4

WF-21.1

WF-23.2

C1

C2

21'-0"

C3

C4

C1

C3

16'-0"

4'-0"

8'-0"

C4

2'-6"

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"

4'-0"

2 SIM A5.11

CA

19 DEC 2019

A1.13

C2

2'-6"

ISSUE DATE :

F.F. FLOOR: VARIES

CCCA - SOUTH ELEVATION

3

5

6 A3.11

2'-6"

10417 CRUMLEY RANCH RD AUSTIN, TX 78738

WF-21.1

CCCA - WEST ELEVATION Scale: 1/4" = 1'-0"

CAMPSITE AT SHIELD RANCH 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

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

CB CB

MF-24 MF-24

MF-23 MF-23

CC

CC

4 MF-26 MF-26

MF-25 MF-25

1-SP SPC(48) N/A-HDWE-5

A7.13 2 MF-27 MF-27

1-SP SPC(48) N/A-HDWE-5

26.6

FEXI-B

2'-6"

1'-6"

STEEL ANGLE; STEEL ANGLE; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL T+G WOOD BOARDS IN T+G WOOD BOARDS IN WOOD FRAME WOOD FRAME

VARIES

501 DW1(43) F2-HDWE-3

CROSS BRACING; CROSS BRACING; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

13.1

STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL F.F. FLOOR: VARIES F.F. FLOOR: VARIES

1

3

6 6 A3.11A3.11

CONSTRUCTION DOCUMENTS SUBMITTAL

A1.13 WF-21.1 WF-21.1

WF-25.1 WF-25.1

O.H. O.H.

6 6 CB CB

CC CC

O.H. O.H.

MF-27 MF-27

MF-26 MF-26

CC CCCA

2 2 SIM SIM A5.11A5.11

STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

CCCA - GROUND FLOOR PLAN Scale: 1/4" = 1'-0"

O.H. O.H.

O.H. O.H.

O.H. O.H.

MF-25 MF-25

MF-24 MF-24

MF-23 MF-23

INSECT SCREEN; INSECT SCREEN; IS-3 INIS-3 IN WOOD FRAME WOOD FRAME

TX REGISTRATION # 13257 TX REGISTRATION # 16659

CCCA - PLANS + ELEVATIONS

STEEL COLUMN; STEEL COLUMN; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

S SHEL

A1.13

INSECT SCREEN; INSECT SCREEN; IS-3 INIS-3 IN WOOD FRAME WOOD FRAME WF-21.2 WF-21.2

WF-24.1 WF-24.1

WF-21.2 WF-21.2

STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL CONCRETE FOOTING; C.I.P. C.I.P. CONCRETE FOOTING; REF: STRUCTURAL REF: STRUCTURAL

CC - CAMPER CABIN AXON EXPLODED Scale:

5 5 C1 C1

C2 C2

C3 C3

STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

MF-28 MF-28

2

MF-28 MF-28

MF-28 MF-28

FORMED METAL ROOFING; FORMED METAL ROOFING; MTL-3MTL-3 MF-28 MF-28

STEEL PURLIN; STEEL PURLIN; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL CC - CAMPER CABIN AXON

T.O. BEAM: 8'-6" 8'-6" 1T.O. BEAM:

Scale:

Scale:

STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL STEEL ANGLE; STEEL ANGLE; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL CROSS BRACING; CROSS BRACING; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL STEEL COLUMN; STEEL COLUMN; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL WOOD SCREEN WOOD SCREEN DOORDOOR

INSECT SCREEN; INSECT SCREEN; IS-3 INIS-3 IN WOOD FRAME WOOD FRAME CROSS BRACING; CROSS BRACING; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL T+G WOOD BOARDS IN T+G WOOD BOARDS IN WOOD FRAME WOOD FRAME

BENCH BENCH

F.F. FLOOR: VARIES F.F. FLOOR: VARIES

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 4

WF-23.2 WF-23.2

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

6

5

6

C1 C1

2'-6"

2'-6"

2'-6" 2'-6"

C2 C2

21'-0" 21'-0"

C3 C3

C4 C4 2'-6" 2'-6"

C1 C1

C2 C2

4'-0" 4'-0"

2 2 SIM SIM A5.11A5.11

F.F. FLOOR: VARIES F.F. FLOOR: VARIES

WF-21.1 WF-21.1

CCCA - WEST ELEVATION CCCA - WEST ELEVATION A3.11A3.11

06

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

CC - CAMPER CABIN AXON EXPLODED

WF-21.1 WF-21.1

06.10 06.10 WOO 06.21 06.21 WOO 07.1 07.1 LINE 07.6 07.6 FOR MTL C 12.8 12.8 BEN Sc 12.11 12.11 ROL PAN 12.12 12.12 STO 13.1 13.1 BRID 21.2 21.2 FEX 26.6 26.6 LOC BEN

1

CCCA - NORTH ELEVATION CCCA - NORTH ELEVATION

C4 C4

6 6 1 1 SIM SIM A3.11A3.11 A5.11A5.11

STEEL PURLIN; STEEL PURLIN; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

WF-21.2 WF-21.2

1 SEE SS F FENES SCHES 2 SEE SS T TYPES 3 SEE SS E EQUIP ACCEA 4 DA ALL S STRUC C CENTE NOTEN 5 T THERE CONSC ( (CCCA F FLOOR R REFER ARCHA SPECIS

F.F. FLOOR: VARIES F.F. FLOOR: VARIES

STEEL ANGLE; STEEL ANGLE; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

O.H. O.H.

5

CROSS BRACING; CROSS BRACING; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

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

BENCH BENCH STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL STEEL COLUMN; STEEL COLUMN; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL CONCRETE FOOTING; C.I.P. C.I.P. CONCRETE FOOTING; REF: STRUCTURAL REF: STRUCTURAL

3

STEEL ANGLE; STEEL ANGLE; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

FORMED METAL ROOFING; FORMED METAL ROOFING; MTL-3MTL-3

WF-25.1 WF-25.1

2

4 ARCHITECT: ARTHUR W. ANDERSSON FREDERICK C. WISE

CD CD

T.O. BEAM: T.O. BEAM: 8'-6" 8'-6"

WF-21.1 WF-21.1

1

FORMED METAL ROOFING; FORMED METAL ROOFING; MTL-3MTL-3

T.O. BEAM: T.O. BEAM: 8'-6" 8'-6"

CCCA - EAST ELEVATION CCCA - EAST ELEVATION

5 5 A3.11A3.11 O.H. O.H.

C1 C1

STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

2

CA CA

C2 C2

12.8

CCCA - ROOF PLAN WF-21.2 WF-21.2

C3 C3

FORMED METAL ROOFING; FORMED METAL ROOFING; MTL-3MTL-3

1 SIM A5.11

1 A6.90

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

STEEL BEAM; STEEL BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL T.O. BEAM: T.O. BEAM: 8'-6" 8'-6"

12.11

1-SP SPC(48) LF16 N/A-HDWE-5

CD

2

C4 C4

QUARTERS 501 320 SF

06.10

3

12.11

4'-0"

CD

CA CA

5 5 3 3 SIM SIM A5.11A5.11 A3.11A3.11 1

07.6

6 A1.13

12.11

3 3

5

CCCA - SOUTH ELEVATION CCCA - SOUTH ELEVATION Scale:Scale: 1/4" =1/4" 1'-0"= 1'-0"

A1.13A1.13

16'-0" 16'-0" 8'-0" 8'-0"

C3 C3

C4 C4

18

4'-0" 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

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

Scale: 3" = 1'-0" PANEL

CL COLUMN

COLUMN

11

3/4"

3/4"

3 1/2"

1"

CL

COLUMN

1/2"

INSECT SCREEN; IS-3 NDCNDC WALL WALL SECTION SECTION @ SCREEN @ SCREEN PANEL PANEL

2 2WOOD STOP

Scale:Scale: 3/4" = 3/4" 1'-0"= 1'-0"

1/2" INSECT SCREEN; IS-4

13

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

SIM

13 A6.91

10

10

INSECT SCREEN; IS-4 INSECT SCREEN; IS-3

1/2" 1/2"

Scale: 6" = 1'-0" 1"

CL

INSECT SCREEN; IS-3 Scale: 3" = 1'-0" INSECT SCREEN; IS-3

3

C CL L DOOR

DOOR

WOOD FRAME BEYOND Scale: 3" = 1'-0"

CL

3

DOOR

FREDERICK FREDERICK C. WISE C. WISETX REGISTRATION TX REGISTRATION # 16659 COLUMN # 16659

COMPOSITE- WOOD SLIDINGD SECTION DETAIL SCREEN 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

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"

SECTION DETAIL - WOOD PANEL WO SECTION DETAIL - SCREEN D

2 STOP 12

Scale: 3" = 1'-0"

Scale: 3" = 1'-0"

SHELTERS SHELTERS - WALL - WALL SECTIONS SECTIONS

CL

COLUMN

Scale: 6" = 1'-0"

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

SECTION DETAIL - SCREEN PANEL SILL

CL

WOOD STOP STEEL COLUMNPANEL BEYO MTL-2 REF: STRUCTUR

5 17 STOP & SCREEN DOOR WOOD STOP 5

WOOD STOP

LINECROSS 24 BRASS SNAP FOR R BRACING BEYO FABRIC WINTERIZATION PA MTL-2 REF: STRUCTUR

WOOD DECKING

CL

WOOD SCREEN DOOR

INSECT SCREEN; IS-3

WOOD DECKING

ARCHITECT: ARCHITECT:

Scale:Scale: 3/4" = 3/4" 1'-0"= 1'-0"

ROLL-UP FABRIC WINTERIZATION PANEL

SECTION DETAIL - MULLION

DOORCOLUMN

STEEL BEAM; MTL-2 REF: STRUCTURAL INSECT SCREEN; INSECT SCREEN;IS-3 IS-3

CL SECTION DETAIL - WOOD PANEL SILL ARTHUR ARTHUR W. ANDERSSON W. ANDERSSON TX REGISTRATION TX REGISTRATION # 13257 # 13257

NDCNDC WALL WALL SECTION SECTION @ DOOR @ DOOR

1 1

3 1/2"

Scale: 6" = 1'-0"

INSECT SCREEN; IS-4 Scale: 3" = 1'-0" INSECT SCREEN; IS-3

INSECT SCREEN; IS-3

INSECT SCREEN; IS-3

COLUMN

Scale: 3" = 1'-0"

WOOD STOP

3/4"

SECTIONWOOD DETAIL - SCREEN PANEL FRAME HEAD WOOD FRAME BEYOND

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

SIM

REF: STRUCTURAL REF: STRUCTURAL

WOOD SCREEN INSECT SCREEN; IS-4 DOOR

INSECTCOLUMN SCREEN; IS-4 STEEL BEYOND; MTL-2 REF: STRUCTURAL

CONSTRUCTION CONSTRUCTION DOCUMENTS DOCUMENTS SUBMITTAL SUBMITTAL

INSECT SCREEN; IS-3

3 1/2"

1/2"

INSECT SCREEN; IS-3

13 A6.91

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 SILL

INSECT SCREEN; IS-4 WOOD FRAME

1/8"

STEELSTEEL BEAM;BEAM; MTL-2MTL-2 REF: REF: STRUCTURAL STRUCTURAL

WOOD FRAME

7/8"

INSECT INSECT SCREEN; SCREEN; IS-3 IS-3

12 A6.91

1/2"

5/8"

1 1/2"

ALIGN

5/8" 1/8" WOOD WOOD BOARD BOARD DECKING DECKING

COMPOSITE WOOD FRAME RESIN PANEL STEEL BAR WOOD SILL STEEL BAR BEYOND DOOR GUIDE SET IN FLOOR WOOD STOP

7/8"

ALIGN

5/8" 1/8"

F.F. FLOOR: F.F. FLOOR: VARIES VARIES 5 5 A6.91 A6.91

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

CONTINUOUS WOOD FRAME STEEL SHIM CROSS BRACING BEYOND; ROLL-UP FABRIC MTL-2 REF: STRUCTURAL INSECT SCREEN; IS-3 PANE WINTERIZATION

13

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

1"CL

INSECT SCREEN; IS-3

1"

STEEL BAR BEYOND

12 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

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

5/8" 1/8"

1 1/2"

WOOD STOP

CL

Scale: 3"WOOD = 1'-0" FRAME BEYOND

T+G WOOD BOARDS

COLUMN

WOOD STOP

STEEL COLUMN BEYOND; MTL-2 REF: STRUCTURAL SECTION DETAIL - WOOD PANEL HEAD

6

INSECT SCREEN; IS-3

STEEL ANGLE BEYOND MTL-2 REF: STRUCTUR

WOOD STOP

COLUMN 1/2"

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

WOOD WOOD FRAME FRAME T+G WOOD BOARDS T+G WOOD T+G WOOD BOARDS BOARDS IN IN SECTION DETAIL - WOOD COMPOSITE WOODPANEL SLIDING HEAD WOOD WOOD FRAME FRAME

11

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"

1/8"

MONOLITHIC GLASS

1/4"1/2"

CL

MONOLITHIC SECTION DETAIL - GLASS SCREEN PANEL 14 STEEL STOP WOOD STOP A6.91 Scale: 6" = 1'-0" COMPOSITE WOOD SLIDING PANEL

14

CL

3/4"

1"

15

INSECT INSECT SCREEN; SCREEN; IS-3 INIS-3 IN WOOD WOOD FRAME FRAME

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

3 1/2"

COMPOSITE COMPOSITE WOOD WOOD SLIDING SLIDING PANEL PANEL

STEEL BEAM; MTL-2 REF: STRUCTURAL

Scale: 6" = 1'-0"

1/8"

15

ROLL-UP ROLL-UP FABRIC FABRIC PRIVACY PRIVACY PANEL PANEL

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

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 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:

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

15 A6.91

FOAM CLOSURE STRIP FORMED METAL ROOFING; MTL-3 UNDERLAYMENT ROOF EDGE DETAIL - RAKE

STEEL BEAM; MTL-2 REF: SECTION DETAIL - RICHLITE BARN STRUCTURAL DOOR WOOD STOP

1 1/2"

3/4"

6 6 A6.91 A6.91

STEEL PURLIN; MTL-2 REF: Scale: 6" = 1'-0" STRUCTURAL

1/4"

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"

1/2"

STEEL STOP; MTL-1

PANEL

ROOF EDGE DETAIL - RAKE

7/8" 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

1/8"

1/4" 1 1/4"

Scale: 6" = 1'-0" INSECT SCREEN; IS-3

STEEL SHIM

1 3/8"

1/2"

SECTION DETAIL - WOOD PANEL STEEL STOP

MONOLITHIC GLASS

STEEL STOP SPOT COLUM STEEL SHORT WELDED TO BEAM; MTL-1 A WOOD STOP MTL-2 REF: STRUCTUR

ALIGN

16

UNDERLAYMENT UNDERLAYMENT 1/2" PLYWOOD; 1/2" PLYWOOD; REF: REF: STRUCTURAL STRUCTURAL INSULATION; INSULATION; INS-4 INS-4

1/2" PLYWOOD; REF: STRUC STEEL BEAM; MTL-2 RE INSULATION; INS-4 STRUCTURAL

5/8" 1/8"

1/4" 1 1/4"

FORMED FORMED METAL METAL ROOFING; ROOFING; MTL-3MTL-3

7

Scale: 6" = 1'-0" SHEET METAL FLASHING

STEEL PURLIN; MTL-2 REF: Scale: 6" = 1'-0" 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

15

STEEL SHIM

ROOF EDGE DETAIL - EAVE

FORMED METAL ROOFING; MTL-3

5/8"

3/4"

STEEL STOP; MTL-1

STEEL STOP SPOT FORMED METAL WELDED TO ROOFING; BEAM; MT

SECTION DETAILSTEEL - SCREEN STOP;PANEL MTL-1 STEEL STOPUNDERLAYMENT

5/8"

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.

SECTION DETAIL - WOOD PANEL STEEL STOP

16

8

INSULATION; INS-4

STEEL STEEL BEAM; STOP MTL-2SPOT REF: STRUCTURAL WELDED TO BEAM; MTL-1

Scale: 6" = 1'-0"

1 1/2"

P.T. PLYWOOD

STEEL ANGLE BEYOND; T+G WOOD BOARDS MTL-2 REF: STRUCTURAL

SHEET METAL FLASHIN 1/2" PLYWOOD; REF: S

STEEL BEAM; MTL-2INS-4 REF: INSULATION; STRUCTURAL FOAM CLOSURE STRIP

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

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 - SCREEN DOOR Scale: 3" = 1'-0"

T+G WOOD BOARDS LINE OF 20SILL 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

22

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

ANDERSSON·WISE ARCHITECTS

1 2 3 4 5 6

A1

C3

SITTING ROOM

106

DATE :

E

05.32

A6

A2.02

MAP ROOM

807 BRAZOS ST, SUITE 800 AUSTIN, TX 78701 TEL 512.476.5780 FAX 512.476.0858

1

69'-11"

26.2

C2

CJ

1

KEYNOTES

1

EQ

1

EQ

6'-9"

A7.02 2

CJ 1 A3.02

1

03.5 SMOOTH CONCRETE COLUMNS W/ CHAMFER. 03.6 SMOOTH CONCRETE FIREPLACE FRONT 03.7 CAST-IN-PLACE CONCRETE SURROUND 03.8 LINE OF SMOOTH CONCRETE HEARTH 04.6 LINE OF STONE HEARTH 04.8 ROUTE OUTSIDE AIR GRILLE VENT BELOW SLAB 05.31 RAIN CHAIN TERMINATING INTO GRAVEL 05.32 1/4" PLATE STEEL WALL CAP; MTL-1 06.6 LINE OF TRELLIS ABOVE 07.19 LINE OF ROOF ABOVE 07.20 LINE OF PLATE STEEL AWNING ABOVE 22.3 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

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"

24

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

4"

3/4" 3'-3 1/2"

3'-10"

7'-4 1/4"

ELEVATION NORTH @2BACK BAR

3"

1'-10 1/2"

4"

4 3/4"

4 3/4"

PLATE STEEL + WOOD CABINETRY; MTL-1 PLATE STEEL PANEL; MTL-1

DISH WASHER

A6

1" 1'-10 1/2"

PLATE STEEL PANEL; MTL-1

13 A7.51

1'-10 1/2"

ALIGN

AND A

3807 BRA AU TE FA 807

SMOOTH ARCHITRECTURAL C.I.P. 1/8"CONCRETE PLATE STEEL TRIM; MTL-1

EQ

THESE

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"

6

14 A7.51

10 A8.11

EQ

3

ELEVATION WEST @ BACK BAR

6

GRANITE COUNTER TOP C.I.P.

BY INT. SMOOTH ARCHITRECTURAL DESIGNER CONCRETE

8"

DISH WASHER 3" DRAWERS

1"

10 A8.11

EO

EQ

PLATE STEEL + WOOD CABINETRY; MTL-1

3" DRAWERS

1/8" PLATE STEEL GRANITE COUNTERMTL-1 TOP BY INT. BACKSPLASH; DESIGNER

14 A7.51

EO 2'-6"

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

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

CONSTRUCTION DOCUMENTS CP-6

6'-0"

1" EQ

1" ELEVATION SOUTH @ BAR

5

ELEVATION EAST @ BAR

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

4

SMOOTH ARCHITECTURAL C.I.P. 2

EQ FAUCET 8 1/2"

SINK

1 1/2" EQ

R 1"

2 1/2"

CL

FAUCET

2 1/2" R

2 1/2"

3"

R

A4

A3

Enlarged Bar Plan and Elevations 2

3"

A4

A3

A5

2

A2

A5

A2

A6 2'-1"

8 A6 11'-4 3/4"

1 1/2"

1/2" R 1"

CL

CL

4

EQ

3"

2 1/2"

ALIGN

10 A8.52

CL

SINK

EQ

"

ALIGN

ALIGN

9'-6 1/2"

2

6

5 1/2" '-4 3/4"

ALIGN

LINE OF COUNTERTOP

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

5 1/2"

3

LINE OF COUNTERTOP ABOVE COUNTERSUNK FASTENERS @ 24" O.C. OR AS REQUIRED

SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2

ELEVATION WEST 9'-6 @ 1/2" BAR

1'-0 1/4" 2 1/2"

1/2"

LINE OF COUNTERTOP ABOVE

3

3

5 1/2"

3

ALIGN

2

2

3

LINE OF BOTTLE SHELF COUNTERSUNK FASTENERS @ 24" O.C. OR AS REQUIRED

ALIGN

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

1'-0 1/4"

LINE OF BOTTLE SHELF

ALIGN

ALIGN

ELEVATION SOUTH @ BAR

3

+/- 5 5/8"

ELEVATION WEST @ BAR

2

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

5

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

1/4" PLATE STEEL WALL BASE; MTL-1

EQ

6'-0"

INT. DESIGNER PLATE STEEL + WOOD CABINETRY; MTL-1

5 1/2" 2'-1"

A7.51 7 8 5 C L 6 A7.51 7 SINK

EQ

2'-3"

1"

EQ

PR #001

DAT ASI #014 1/4" PLATE STEEL ASI #035 Δ R ASI #036 WALL CAP; MTL-1 1 PR # BOTTLE SHELF 3 2 ASI # W/ LIGHT; MTL-1 1/4" PLATE STEEL 3 ASI # 4 ASI # WALL COUNTER CAP; MTL-1TOP BY GRANITE INT.BOTTLE DESIGNER SHELF 3 W/ LIGHT; MTL-1 PLATE STEEL + WOOD CABINETRY; GRANITEMTL-1 COUNTER TOP BY

2'-3"

EQ

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

7

EQ

2'-1 1/4" 3/4"

+/- 5 5/8"

PROJECT NO. 1401

ELEVATION EAST @ BAR

7

LINE OF COUNTERTOP SEAM

1'-0"

EQ 1"

H Δ REVIS

1 2 3 4

5 A8.11

2 1/2"

3"

12 A7.51

DATE :

5 A8.11

2 1/2"

1'-0"

4"

3"

A7.51

SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2

2'-1 3/4"

4"

2

ALIGN 12 A7.51

1/4"

A7.51

SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2

4"

2

3'-0"

OPEN TO TROPHY ROOM

3'-5 1/2"

9'-5 3/4"

ALIGN

GRANITE COUNTERTOP BY INT. DESIGNER

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

1

LINEAR BAR DIFFUSER

3

2'-1"

GRANITE COUNTERTOP BY INT. DESIGNER

1

1/4"

10 A7.51

2

ELIZ TRO VENEER PLASTER ON GWB EL1 HEBB TR

VENEER PLASTER ON GWB 1

3

4 3/4"

ENLARGED BAR 1 PLAN & ELEVATIONS

1

1 A8.52

LINEAR BAR DIFFUSER

3

TRASH

1

1

SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2

2

4 3/4"

4 3/4"

3 Scale: 3" = 1'-0"

3

2'-1"

1 A8.52

PLAN DETAIL - BAR CAB @ APPLIANCE

OPEN TO 5 TROPHY A8.11 ROOM

3

SMOOTH ARCHITECTURAL C.I.P. CONCRETE; NO VISIBLE FORM TIES; CNC-2

4"

3"

7/8"

2 1/2" 7/8"

1'-11"

15 A7.51

1"

3'-5 1/2" 3'-0"

TRASH

3"

LINE OF HARDWARE ABOVE

5 SEAM A8.11

LINE OF COUNTERTOP

ALIGN

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

3

PLAN DETAIL - BAR CAB @ SW CORNER

1" x 1" STEEL TRIM FLUSH W/OF CONCRETE; LINE COUNTERTOP SEAM MTL-1

2

11 A7.51

GRANITE COUNTER TOP BY INT. DESIGNER

13 A7.51

A6

1"

2 A7.51 ELEVATION NORTH @ BACK BAR

APPLIANCE LINE OF TOEKICK BELOW LINE OF COUNTERTOP ABOVE

Scale: 3" = 1'-0"

le: 3" = 1'-0"

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

1'-10 1/2"

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

LINEPLATE OF HARDWARE ABOVE STEEL PANEL; MTL-1

ENLARGED BAR PLAN

15 A7.51

TRASH DRAWER

1"

PLATE STEEL & WOOD CABINETRY; MTL-1 PLAN DETAIL - BAR CAB @ APPLIANCE

15

LINE OF COUNTERTOP

3"

METAL GRILLE BASE

1"

PLATE STEEL & WOOD CABINETRY; MTL-1

15

Scale: 3" = 1'-0"

12 A7.51

2 3/4" 3'-3 1/2"

3 A8.52

DESIGNER BOTTLE SHELF W/ LIGHT; MTL-1 ALIGN TRASH DRAWER

4"

A2

12 A7.51

GRANITE COUNTER TOP BY INT. DESIGNER 14PLATE STEEL PANEL; MTL-1

A7.51 METAL GRILLE BASE PLATE STEEL PANEL; MTL-1

ALIGN

3

8 A8.52

2'-6"

ALIGN 3'-0"

1/4"

CL

ALIGN

A5

GRANITE COUNTER TOP BY INT.1/8" DESIGNER PLATE STEEL BACKSPLASH; MTL-1

2

3 A8.52

APPLIANCE

3"

ALIGN

EXIST. ICE

7'-4 1/4"

8

S-1

5'-9 1/2"

1" x 1" STEEL TRIM FLUSH W/ CONCRETE; MTL-1

14 A7.51

11 A7.51

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

EQ

AN DETAIL - BAR CAB @ SW CORNER

1

EXISTING REF.

2 1/2"

7/8"

A2

A4

3'-10"

8

4 3/4"

1"

A5

FREEZER/REF. DRAWERS

A3

2 1/2" TYP

EQ

LINE OF TOEKICK BELOW

20 A8.11

ICE

13 A7.51

EXIST. ICE

SINK

ALIGN LINE OF COUNTERTOP ABOVE

3"

A4

A2

LINE OF HARDWARE ABOVE

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

2'-0"

EXISTING REF. GFI

3'-5 1/2"

4

FREEZER/REF. DRAWERS

2'-1" 1"

CL

LINEPLATE OF TOEKICK BELOW STEEL + WOOD CABINETRY; MTL-1

7/8"

A5

GFI

ICE

3'-5 1/2"

11'-4 3/4"

PLAN DETAIL - BAR CAB @ NW CORNER 2'-1"

G

2'-0"

13 A7.51

GFI

2

ALIGN

5

APPLIANCE

3 VENEER PLASTER ON GWB 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

1/4"

APPLIANCE 5 1/2" LINE OF TOEKICK BELOW

AN DETAIL - BAR CAB @ NW CORNER

Scale: 3" = 1'-0"

ALIGN

A7.51 7

5 A8.52

3

2

2'-0"

8 6

8 A8.52

PLATE STEEL + GLASS CABINETRY; MTL-1

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"

3

3'-5 1/2"

A4

A3

5 A8.52

7 A8.52

3'-5 1/2"

BOTTLE SHELF W/ LIGHT

3

2

2'-3"

LIGHTING

LINE OF HARDWARE ABOVE PAINT EXPOSED EDGES TO MATCH LINESTEEL OF COUNTERTOP ABOVE

1/4"

1/4"

LINEPLATE OF COUNTERTOP ABOVE STEEL PANEL; MTL-1

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

PLATE STEEL PANEL; MTL-1 APPLIANCE LINE OF HARDWARE ABOVE

1/4"

7/8"

RE A PE CO 7 A8.52

3 A8.52

4"

Scale: 3/8" = 1'-0" LINE OF PLATE STEEL

WALL CAP; MTL-1 le: 3" = 1'-0" 1" 3" PLAN7/8" DETAIL - BAR CABINET @ WALL APPLIANCE Scale: 3" = 1'-0"

1/4"

17

5 1/2"

2

3" 7/8"

1

ELEVATION WEST @ BAR LIGHT A8.11 FIXTURE

3 1/2" 1/2" 1/4" PLATE STEEL 2AN DETAIL - BAR CABINET @ WALL

1"

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"

1"

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

7/8"

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

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2

A7.51

ARCHITECT Arthur W. An Frederick C.

Trophy Room Bar Millwork Sections

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Exterior View of Trophy Room (interior still under construction)

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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

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Above: Shou-sugi ban wood ceiling Left: Roof connection detail

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