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Architecture

Portfolio Angel Miranda

Selected Works 2024-2026 1

Angel Miranda

Education Southern Illinois University, Carbondale R1 Carbondale, Illinois Expected Graduation: July 2027 Masters of Architecture

Southern Illinois University, Carbondale R1 Carbondale, Illinois August 2022 - May 2026 B.S in Architectural Studies

Experience

August 2025 - May 2026 SIUC School of Architecture Carbondale, Illinois Print Lab Assistant May 2024 - August 2024 Clayco Chicago, Illinois CCDI Summer Intern

May 2025 - August 2025 Clayco Chicago, Illinois CCDI Summer Intern August 2019 - January 2025 Seasonal Loguz Construction Chicago, Illinois Residential Construction Worker

April 2025 - May 2026 Society of Hispanic Professional Engineers Vice President of Internal Affairs Carbondale, Illinois

April 2025 - May 2026 Hispanic-Latino Student Center Treasurer Carbondale, Illinois

August 2023 - April 2025 Society of Hispanic Professional Engineers Treasurer Carbondale, Illinois

January 2023 - May 2024 Future Hispanic Architects Vice President Carbondale, Illinois

Leadership & Activities About Me Graduate architecture student at Southern Illinois University Carbondale with a solid basis in architectural design and drafting. With skills in Revit, AutoCAD, and design visualization software. I’m passionate about creating creative, sustainable, and community-centered spaces. I’m currently seeking opportunities to use my technical and creative abilities on a collaborative architecture and design team.

Contact Info 2

amiranda4333@gmail.com +1 (773)-526-3513 www.linkedin.com/in/angelmiranda925

Awards

Hope Chicago Scholarship Recipient (Full Ride) August 2022 - May 2026 Chicago, Illinois

Skills • • • •

Revit D5 Render Adobe Illustrator Communication

• • • •

AutoCAD Microsoft Excel Adobe Indesign Attention to Detail

• • • •

Lumion Microsoft Word English Leadership

• • • •

Twin Motion Microsoft PowerPoint Spanish Time Management

Studio Design Projects Introduction

Expressive Three Dimensional design projects with the use of BIM modeling software done throught my Undergraduate and Graduate adacemic career.

Content

Studio Projects 01

Eco Friendly High School Thrid Year Design III - Context Pg: 6-9

Jonesboro Town Square Fourth Year Design V - Urban Design and Community Pg: 10-13

Student Union Fourth Year Design VI - Integration Pg: 14-17

Community Center Graduate School Regional Architecture Studio Pg: 18-21

Basement

9437

915

4'-1 1/4"

25'-0"

4'-1 1/4"

108A

SAL

4'-0 7/8"

4785

8 1

EIFS EXTERIOR FINISH 10 2" AIR CAVITY CONC. 3 TREAD W/ SPRAYED APPLIED NON-SLIP TEXTURE FIRE PROOFING 4183METAL RISER 2980 3 107A 195/8" EXTERIOR SHEATI METAL STRINGER 6" BATT INSULATION 4008

11'-2"

1 7

2'-3 3/4"

762

135 .00 °

915 8 408 915 425

2" 2" 2" 915 1/2" 1'-6 1/4" 1" 1 1/2"

2004 21 115A 21 115

369 665 635

110A 109A

26'-4"

2697

3 JANITOR 19 CLOSET

5'x5'x6"

4'-0 7/8"

31'-11"

1569

800

4'-

3649 ° .00 135

4867

4 2

A-101 1364

3841

110

3682

7553

6'-1 3/4"

5'-10 1/8"

33'-4 5/8"

5/8" 1 5/8" 1" 11 1/8" 5/8" 6" 5/8" 2" 3 1/4"

135 .00 °

2' - 1"

9'-9 1/2"

3/4"SUPPLIES OF 2"RIGID2'-3 INSULATIO 3 114A 2 LAYERS 8 3/8" 1'-6 3/8" 1" 21 107 BALLAST

837 152 915

12'-0"

4'-6"

18'-1 1/8"

CONFERENCE

3841

135 .00 °

3'-8 3/4"

4'-6"

25'-0"

950148915

8546 2955

4'-9 7/8"

915

12'-0"

4855

4'-6"

F 111A

5'-9 1/2"

2' - 5"

4'-6"

111

915 479 915

1'-4"

1372

Butcher Town House IV LouisVille, KY Butcher Town House IV

6' - 0"

GRAVEL STOP 6958 2X8 9407 WOOD 11T @ 280 = 3080 BLOCKING

7'-7"

5" 8'-

3071 2688 1097 762 4500 1 5 FIRST FLOOR ELEVATION RESTROOM SLAES AND A-101 1/8" 3 = 1'-0" 2" LIGHTWEIGHT CONCRETE 21 DISPLAY AREA 6 12 12 DECK 114W/ BUILT UP ROOFING G COPY/OFFICE 6 FINISH @

1' - 2"

2'-10 1/2"

CAB-7

VESTIBULE 3

2400

6" 2" 2" 2" 1/2" 12' 1/2" - 0"

3' - 1 1/2"

4'-2 1/4"

2' - 5" 2' - 1" 1' - 2" 0' - 4"

4297

CAB-6

113A

0' - 4"

14'-4 3/8" 2'-9 3/4" 2'-8 1/2"

2772

3'-10"

16'-5 7/8"

2'-10 5/8"

GUARDRAIL AND HANDRAIL CONNECTIONS IN GENERAL NOTES

25'-0"

5'-9 1/2"

4404

1647 325 915 1128 3

2'-5 3/4"

3382

1948

915269

8'-5 3/4"

103 19

2208

3850

3/8" NEOPRENE 6 BEARING PAD

915240 1179

8 1/2"

915

1'-8"

368

275 200 200

12'-4 3/8" 1'-7 7/8"

NETWORK 1 : 20

6'-6 1/2"

2x6 Subfascia

10'-8"

Metal Drip Edge

COMPUTER LANDING3 BASEMENT

2601

2x8 Wood Rafter

915 392

1'-3"

1181 470

3/4" Plywood Sheathing

59'-7 3/8"

4'-11 7/8"

8 8 12503 129A ELECTRICAL 6 20 TOP FOOR PLAN 12A 14 13B 7ROOM 13A 1 : 50 121A 21 121B

D 8"

LouisVille, KY

103A

12" Asphalt Shingle 2 Felt Underlayment

2' - 0"

2' - 11 1/2"

2447

0' - 2"

2545

4' - 0"

24'-3"

0' - 2"

CAB-9

6981

4535

CAB-8

6' - 0"

25'-2 5/8"

2'-2 1/8" 17' - 6"

3' - 9"

3' - 0"

915 164 3839

2x6 Wood Stud

3' - 1 1/2"

2' - 7"

1/2" GWB WOOD BLOCKING R-19 Batt Insulation

CAB-5

19 WOMENS WH MANGING BATHROOM

TOILET ROOM

OFFICE TO SPRINGER HAUNCH 102B 8 104A STAIR WAY 1 12 8A HEARD WITH 25 13 102A25'-7 5/8" A.3 4'-0 5/8" 2'-7 1/2" 5'-9 1/2" 2'-8 3/4" 5'-9 1/2" Vented Metal Soffit 4'-8" 4'-8" 4" BRICK 4'-8" 4'-8" 4'-6" 4'-51/2" 5/8" 9'-2" 7'-5 7/8" 7'-1 1/4" 1'-6" 1'-5 3/4" SPRAY-ON 12 12 WALL 12" PRECAST3125 CONCRETE 3 A.1 N FIREPROOFING 1256 1476 13T @ 230= 3000 1x6 Wood Trim 2" LIGHTWEIGHT FIRE ROOM 126 STAFF / RECEPTION 12 7'-11 7/8" T.O W/ 2" RIGID INSULATION 13C3 PENTHOUSE 6x6 Wood Column 6" Wood Bevel WALLS Siding CONC. SLAB FIRST FLOOR LEVEL PLAN 1 AREA 4 1990 9000 320 915 7765 325CLOSET 915288 2788 915 4 JANITOR 331200 VESTIBULE 2 120 FLOOR Vapor Barrier 200 15 21 124A 125A 126A 3/4" Plywood Sheathing PRESIDENT OFFICE 14 119B 12 SECOND FLOOR 12 10 GRADE 102 VESTIBULE 2x6 Wood Stud 13 10A 3 7 3 12'-0" 120A R-19 Batt Insulation 0 2 6x6 Wood Column 104 12 14 12 3 3 1/2" GWB 13D 1181 100 4 2x6 Finished Wood Decking 6 12 4" Wood Base 9 AREA OF 3 6 18 Ground Floor REFUGE MENS 12'-8" 3'-4"1'-9 5 11 13E 6'-0" 7'-6 3/8" 3'-4" 1'-5 5/8" 2'-6 3/8"3'-4" 1'-9 2'-10 5/8" 3/8" 4'-0" 0' - 0" 0.0 12 9A 0° BATHROOM 12' - 0" 84 11A 6 8 .9 1 FLOOR STAIR 8 1" Plywood Skir 4 2° BREEZEWAY 7 9 21 21 2x8 Deck Joist T.O PARAPET D 112A 112B 100B CONNECTION 1 2 100A 2x8 Rim Jois 1 : 20 27800 WATER PUMP 21 1250 A-501 R-19 Batt Insulation 2x8 Wood Beam 112 1250 1250 ROOM 1 DOVETAIL 20 SLOTS @ 24" OC TYPICAL STAIR PLAN 2x12 FloorANCHOR Joist 1240 1250 2x8 Skirt Brace Filter0 0 3 1250 Fabric125 1259000 8" x 8" x 16" CMU

1240

168 3'-5" 8 2'-3"

1535

5'-9 1/2"

8736

2'-3"

4'-8 1/2"

15'-10 7/8"

1564

18 CONCRETE LANDING 21'-0"

C-CHANNEL LANDING SUPPORT

25'-0"

22'-0"

1555

2'-11 1/8"

19 1240 125 P3S24 11 0 12B 1250 1250 7 1240 1250 2/8/24 9

1528

Away @ 1/4":1' 5'-0"Slope Earth 3'-1" 4'-8 1/2"

2335

10" 3'-0" 3'-4" 5'-8 1/2"

2228

Project 20# 9 1688 Date 2089

8" Dia. Round Concrete Pier

2087

3'-0"

25'-6 7/8"

1 : 50

1'-0" 3'-0" 1'-2"10"

883 915

1181

L 3-1/2" x 3-1/2" x 1/4"

A501

2'-0 1/2"

Ground Line -4' - 0"

1181

1'-4"

T.O FINISH ROOF

BOLT CONNECTION

1x8 Wood Fascia

915

8736

2'-10"

5' - 11 1/2"

2'-2 1/8"

9' - 0"

Metal Gutter

124

70 .00 °

1/2" Plywood Sheathing Vapor Barrier 12' - 0 1/2"6" Wood Bevel Siding

SOFT JOINT26900

110A

FLASHING W/ 111A WEEPHOLES #4 Steel Rebar 9000 1250 1240 1250 1250

8" Concrete Foundation Wall

3' - 6"

A501

2' - 11 1/2"

95 .0 8°

A.1

6 ALUMINUM T.O.T.B. 9' - 0" WINDOW

3' - 5"

111 10

-4' - 0"

3'-1 1/2"

107

1 GRADE @ 8"

6" STEEL STUD STEEL 108B COLUMN

1'-0"

884

CONC. LANDING

CONC. TREAD W/ NON SLIP TEXTURE METAL STRINGER

GRADE 0

5 FIRST FLOOR 1 0" 438

1422

5/8" 1 5/8" 1'-0" 1 5/8" 5/8"

6-MIL WATER BARRIER

A-1.0

6" STEEL STUD 1 5/8" STEEL STUD FIRST FLOOR STAIR PLAN BATT INSULATION GARDE 1 : 505/8" GBW @ -8"

8727 12T @ 280 = 3640

5/8" TYPE X GWB SPRAYED APPLIED FIRE PROOFING

3044

1'-0"

1 5/8" STUD

1 : 20

SPRAYWALL APPLIED 12" PRECAST CONCRETE FIRE PROOFING W/ 2" RIGID INSULATION

9 5/8"

FIRST FLOOR PLAN 4" CONC. 200 SLAB

1" 1 5/8" 5/8"

2506

1/2" EXPANSION JOINT

22'-4"

A-2.0 3

Sections

3'-0"

Wall Section 2 4"1 BRICK 3/4" = 1'-0"

METAL RISER

1 5/8" SECOND FLOOR 5/8" 12'-0"

1/2" EXPANSION JOINT

2 ARC 342

GENERAL NOTES

CHAMF

FIRST FLOOR 0" 5/8" TYPE X GWM

BAT INSULATION

BUIDLING EGRESS STEEL

9 3/8" 1. INTERIOR WALLS 9 3/8" DEMENSION TO FACE6-MIL VAPOR BARRIER OF STUDS 1'-6 3/4"

RUBBER FLASH

957

AREA OF REFUGE

3890

4 T.O. Footing A.3-10' - 5 1/2"

9000

915

4'-11 7/8"

425 915

7'-0"

108 3'' RIGID INSULATION

9000

2. ALL DIMENSIONS IN5" CONC. SLAB

COLUMN

2" 4"

ASSITANT ROOM

5/8" EXTERIOR SHEATING 6" BATT INSULATION STAIRS

118A

1'-7 1/4"

P3S24 2/8/24

9 5/8"

3222 8" x 16" x 16" Concrete Footing

888

106

GRADE

A501

13T @ 250 = 3250

A-502

ASSITANT OFFICE

WH 4

11 4 A-502

5200

108A Wall Section 1 2 INSULATION 2" RIGID 3/4" = 1'-0" 2" AIR CAVITY FLASHING W/ 2 SPRAYED APPLIED WEEPHOLES A501 FIRE D 24" PROOFING O.C.

Project # Date 12

4500

2" 4"

200

1422

45905

A501

6'-11 3/4"

1'-6 8 3/8"

FIRST FLOOR PLAN

4" BRICK 4" Foundation Drain #4 Steel Rebar TIES @ 16" OC 24" x 12" Concrete Footing 1"MASONRY

4500

24" x 12" Footing

4" Foundation Drain Gravel Fill

Gravel Fill T.O. Footing -10' - 5 1/2"

10'-11 5/8"

8 3/8"

Floor Detail 1 1/2" = 1'-0"

SILL

DRIP EDGE

Fabric Filter

8 1/2"

175

WOOD BLOCKING

5/8" 1 5/8" 11 3/4" 5/8" 6" 5/8" 2" 3 1/4" 1"

2'-3 3/4" Utility Room

1/2" Anchor Bolt

FLASHING

1/2" Expansion Joint

5200

Treated 2x8 Sill Plate

STONE CAP

4" Concrete Floor

2'-3 3/4"

2x12 Rim Joist

Crawl Space

Gravel Fill

2x12 Floor Joist

w/ Grout Fill

SECOND FLOOR PLAN ALUMINUM T.O. Crawl Footing -7' - 2 1/4" 5400 WINDOW

T.O. Crawl Footing -7' - 2 1/4"

1'-6 1/4"

3/4" Plywood Sheathing

A.3

#4 Steel Rebar

EXTERIOR CAULKING

15R @ 179 = 2700

5025

4' - 5"

1x6 Finished Wood Flooring

4' - 6 1/2"

ENCE M

A-101

5025

12' - 5"

ALL BEAMS AND COLUMNS HAVE 25 SPRAYED-ON FIREPROOFING WITH HR-1 RATING THOUGHTOUT ELEVATOR SHAFT

1250

14R @ 179= 2500

Ground Floor 0' - 0"

1240

1555

1250 9' - 0 3/4"

5400

2x6 Sole Plate

14R @ 185 = 2600

175

SECOND FLOOR PLAN

4" Wood Base

5/8" 1 5/8" 1" 11 1/8" 5/8" 6" 3' - 11" 5/8" 2" 3 1/4"

12'-0"

Office / Ware Student Union High Rise Building 11 House TOILET ROOM 13 Constructions A.1 Third Year Fourth Year Constructions Thrid Year Documents A.1 110 Documents 1 FIRST FLOOR ELEVATION 8 1/2" 2'-6" Building Tech I Wood Building Tech II Masonry and Building Tech III Steel Wall Sections,Steel / Concrete Construction = 1'-0" 105 1/8" 6'-3 3/4" 3'-4 1/2" 3'-4"11 3/4" 3'-4" 3'-4" 10'-2 1/8"5 3/8" 3'-10" 11 3/4"2'-1 1/4"5 3/4"3'-4" 6'-7 5/8" Details, and Interior EXTERIOR FIRST FLOOR PLAN TOILET ROOM EIFS and11Concrete Concrete Pg: 39-44 G Pg: 32-38 Elevations Floor Plan, Elevation 2" AIR CAVITY 1/2"1 8" C C 109 3" RIGID INSULATION 1 : 100 CORNER BEAD and Building STAIR INTERMEDIATE Pg: 22-25 Pg: 26-31 109A 106A 107A EIFS EXTERIOR FINISH 5/8" EXTEIOR SHEATING LANDING

13'-3 3/8"

MANAGINGButcher 9 Town, KY 1 1240 DIRECTORS Second Year 114 OFFICE

2' - 0 1/2"

1873 152

9' - 7"

10' - 0" ELEVATOR SHAFT

1 3-1/2"x3-1/2"x1/4" Ground Line

84 .9 2°

Roof Detail 1 1/2" = 1'-0"

ALL BEAMS AND COLUMNS HAVE 25 SPRAYED-ON FIREPROFFING WITH HR-1 RATING THROUGHT

JANITOR ROOM

BRICK WALL TIES W/ 16" O.C. Slope Earth Away @ 1/4":1' VERTICAL SPACING

5 A-2.0

Tile on 4 Ceramic 1Board1498 Backer 4

24'-0"

116 5/8" 8'-4"152 1'-2

Ground Floor 0' - 0"

3' - 3 1/2"

9 D2

CAB-3

1306 Clear Finished Birch Cabinets (Typical)

7 1/4"

105A 6

16456

5' - 6"

DOVETAIL ANCHORS

1x4 Wood Trim

2'-0"

4' - 4"

Vapor Barrier DN

3/4" Plywood Sheathing R-19 Batt Insulation 1/2" GWB

900

Batt Insulation

4'-6"

1x4 Wood Trim

4" BRICK

Painted GWB

3577

1b Wood Trim 2x6 Double Top Plate

1447

1' - 0 3/4"

16'-11 1/2"

DOOR LEGEND 4A TEES T.O. DOUBLE 24'-0" = 1'-0" 19 1/8"

1'-6 1/4"

130

4000

4123

2x6 Wood Plate 2 - 2x8 Wood Headers

2' - 0" 7

4'-6"

T.O.T.B. 9' - 0"

" 2'-8

Wood Trim

4'-6"

6" Wood Bevel Siding

56' - 0"

SHOW ROOM

2x6 Lookout

A-501

6' - 0"

FLASHING

1'-0 1/4"

1' - 0"

6' - 1 1/2"

Wood Bevel 1' 6" - 7" 2' - DRIP 0"Siding 2' -EDGE 0"

Wood Casement Window 7'-7" 4'-6"

2' - 0"

SILL

1' - 5 1/2"

1'-5"

12815

TENANT SPACE 21

1/2" 5'-9

1 : 50 119

STONE SILL

Wood Trim

2 FLOOR PLAN THIRD

14770

14786 915 884

4' - 0"

2506

1/2" GWB

34' - 0" 1/2" Vented Metal Soffit

CAB-5

1' - 3"

T.O.T.B. 9' - 0"

2x6 Wood Stud 1/2" Plywood Sheathing

26900

9700

1' - 0"

11'-0" R.O

915 380

16B

METAL SLEEVE 3 T.O. DOUBLE TEES 12 1 7 116APOST Name Angel M FORSlab RAILING 6 Concrete 5 RESTROOM 24'-0" 50'-0" 12 Semester Spring 24 3 AREA OF 4 A-101 3 2 3'' RIGID INSULATION 4 4 4 REFUGE 3 Ground Floor Ground Floor BASEMENT106A Course ARC 242 Living/Dining 0' - 0" 0' - 0" 38 6" STEEL STUD 6 116 -5000 105A 002 22'-4 3/8"Interior Elevation 2 DRIP EDGE 2'-0" 3'-10" Section A501 6 1 GRAVEL ST STEEL COLUMN Interior Elevation 1 4 3 4 2 1/2" = 1'-0" 1/2" = 1'-0" 64183 6 15120 4546 2980 3 CAFETERIA 1 5/8" STEEL STUD 2X8 BLOCKIN VESTIBULE2 FILES/RECORDS DOVETAIL ANCHOR SLOTS @ 24"2 OC 3 7B 7A 21 Finished Oak Ceiling 119A CORNER BEAD 113A14 0" STORAGE ELEVATOR LOBBY1x6 SOFT JOINT 1x4 Wood Trim 7 2 CORNER COLUMN DETAIL 21 SAL 2x6 Wood Truss D L 3-1/2"x3-1/2"x1/4" A-101 3/4" = 1'-0" 1100 106 121 R-38 Batt Insulation Wood Fascia

FLASHING W/2604 152 2755 WEEPHOLES TENANT SPACE 3PLAN ELEVATOR 2x6 Double Top Plate 18446 10 --1498 A-2.0

CAB-4

R-19 Batt Insulation EXTERIOR CAULKING

114

3' - 0"

16B

8' - 0"

9149

957

3'-0" 8'-4" 7 5/8"

6'-1T.O 3/4" 3'-4" FINISH ROOF 6' - 0"

900 175 17025

A102

ACTIVE LOUNGE 1' - 0"

177

P43C9

1' - 0 1/2"

CAB-2 CAB-3

113

Ceramic Tile

Daltile L 3-1/2"x3-1/2"x1/4" Thunder Bullnose

CAB-10

MECH

M305F

Product: Manufacturer: Shape: Shape #: 4

413

8 1/4"

Metal Gutter

17'-0"

20 Sheen: CT-2:

CAB-1

2' - 9"

Kitchen W/ 416" O.C. Wood Trim Tecsun VERTICAL SPACING15117 2 Color: Acacia Quarter Round

5' - 0Product: 1/2" Manufacturer:

16A Hallway

Stainless Steel Range

A-2.0

1' - 0"

2 1/2

11 3/4"

-5 5/8"

Stainless Steel Refrigerator

5' - 11 1/2"

BALLAST 1' - 0"

ELEVATOR 6413 4

3.5

2' - 0"

Ceramic Tile on Backer Board

3 7'-8 1/4" 1' - 3"

4464

3'-4 7/8"

8720

117A 2 LAYERS OF 2"RIGID INSULATION

2' - 9"

4 3 A-101

Painted GWB

T.O PARAPET 1' - 7" 3' - 0" 11'-0" R.O 278001'-5" 3'-10"

Metal Drip Edge

FINISH4' - 7 1/2" 2' - 10"

A501

4 BRICK WALL TIE Wall Base

4 WT-1:

31'-11"

11'-5 1/2"

135 .00 °

1/2" 5'-9

3'-4"

T.O.T.B. 9' - 0"

2x8 Wood Rafter 2x6 Subfascia

T.O.T.B. 9' - 0"

118A

Cabinets (Typical)

Daltile Thunder VL62

W/ BUILT-UP ROOFING 12' - 0 DECK 1/2" 12 8408 915 420

" 0 1/8 3'-1

3'-4"

WT-1

Manufacturer:

Color: 7a Model #:

7a Paint Interior Glidden Candlelit Beige (PPG1207-1) Semi-Gloss

2' - 5" 21 2' - 5"9

8'-9 3/4"

3/4" Plywood Sheathing

CONC-1 WF-1

3a 2 STAIR WAY A310118

9118A

25' - 10"

7' - 2"

Felt Underlayment

PT-1 6a

8'-7 3/8"

DRIP Carpet TileEDGE 12 DNFoss Bedroom 117A 9 Smoke Gray DOVETAIL 7ND4N6716PK ANCHORSA501 12 7 CT-1:Closet Product: Ceramic Tile Manufacturer: Color: 4 Model #:

CT-1 CT-1 CPT-2 CPT-2 CONC-1

4' - 7"

115

4 Clear Finished Birch A501

115A

Foss Black Ice 7ND4N0916PK

Manufacturer: Color: Model #:

CPT-1 9' - 5 1/2" 3 CPT-1 8704 19 CPT-2: 3Product:

KITCHEN Closet 2

Closet

119A

WF-1

UPCarpet Tile

116A

A-2.0 12

PT-4: Product: Interior Paint Manufacturer: Glidden T.O PENTHOUSE WALLS Color: Asparagus (PPG1222-6) Sheen: Satin 31200

19 3b

12" Asphalt Shingle

5'-2 1/2"

10'-8 5/8" 11"

STAIRS 3' - 7"

3' - 5 1/2"

3' - 6 1/2"

3400

22" x 4' Rafter Vent

2 5 6

ROOM WF-1

11'-0 1/8"

10 A-502

A.4

2' - 10"

2400

PT-2

0' - 7"

Interior Paint Glidden Planetarium (PPG1242-6) Satin

2x6 Wood Ceiling Joist

WT-1 STORAGE WF-1 6D12 2FOOD CPT-1: Product: WT-1 WF-1

PT-2 PT-1ROOM --HANDLING

PT-1 PT-2

PT-2: Product: Manufacturer: Color: Sheen: DN

2x6 Wood Ceiling Joist

WF-1

3 1 4 6

4'-0 7/8"

8720

6 2" LIGHTWEIGHT CONCRETE

10' - 0"

Hardwood Tecsun Burnished Brown Acacia M305F

4'-1 1/4"

2X8 WOOD BLOCKING

Product: Manufacturer: Type: Model #:

WF-1:

6" WT-1 WT-1 WT-1 WT-1 CT-2 CT-2 WT-1 WT-1 ---

4aPaint Interior PT-3: Product: Glidden Manufacturer: Candlelit Beige (PPG1207-1) Color: Satin Sheen:

airs

15'-0 3/8"

2617

PT-3 PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-1

1240

11'-6"

PT-3 5' - 7" PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-3

D 117 RECEIVING AND

PT-1 PT-2 2x6 Stud Wall

119 9

WT-1

PT-1: Product: Manufacturer: Color: Sheen:

A-301

PT-1

8'-4"

Bathroom

ELECTRICAL 1 ROOM

7' - 0 1/2"

PT-1

2' - 5"

Wall & Cellings

PT-3 --PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-2 PT-1 PT-3

121A A

Base Finish Floor Finish

12 EMPLOYEE Bathroom 19 BREAKROOM 5 6 PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-3

6500

PT-1

5' -PT-4 5"

1'-11 3/8"

9 10

3'-4"118B 1'-0 1/4" 4" 3'-4"

Ceiling Finish

WestA

East

13'-5"

53'-1 1/8"

A-201 2

PT-1

11' - 2"

10'-0"

Closet

2 3 3a 3b 4 4a 5 6 7 7a 8

5'-2 1/4"

Room Finish Schedule

4'-1 1/4"

25'-0"

14C

3 A102 A-101 48'-4 3/8"

GRAVEL 4 3'-4"STOP

Floors

4'-0 7/8"

-5 5/8"

° .00 135

Living/Dinin PT-1 g Kitchen PT-3 Hallway PT-1 Closet PT-1 Closet PT-1 Bedoom PT-1 Closet PT-1 Bathroom PT-1 Bathroom PT-3 Bedroom PT-1 5a Closet PT-1 Utility PT-3 Room Basement PT-1 Stairs PT-2

4' - 10 1/2"

3400

Bedoom

10'-0"

7North A South

Name

34743

Number

120A

9' - 8"

12' - 7"

121A

14B

4488

8 3/4"5 1/4" 3'-4"8 3/4"

8'-9 3/4"

113

12'-4"

16'-2 1/2"

3' - 7 1/2" 3' - 7" 116 2' - 10"11 7/8" 7 7/8"

1 2' - 10"

3' - 2"

915

120 2' - 10"

4000

13' - 10"

Angel M Spring 24 7 Room ARC 242 112 112A 002

25'-0"

15'-0"

115B

8704

4'-0"

18446

14A

12 SERVICE LINE 6 6B 56' - 0 1/2" SALE OFFICE AND GRILL AREA

34' - 0"

6500

10'-0"

3'-4"

26'-7"

SALE OFFICE

10'-5 7/8"

7'-11"

° .00 135

Crawl Space Vent

25'-0" A-501

24'-0" 117

10'-0"

7 4'-0" 3'-4 1/8" 4'-0"

5727

Construction Documents Crawl Space

5'x5'x6" 0" Concrete Slab C TENANT SPACE

25'-0"

Name Semester Course Section TENANT SPACE

A102

4' - 0"

1520 6500

3'-4"

25'-0"

1250

4'-0"

1240

5'-11 3/4"

3' - 6" 1250 3' -1240 11" 1250

2'-663/8"

1240

24'-0"

-1'-3 5/8"

8736

1' - 0 3/4"

1240

1250

A 74'-3 1/4"

" 1/8 '-4 15

Content

--A-2.0

18446

Closet

3' - 0"

1250

Wood Cap

Stairs

Concept Statement

An Eco-friendly high school is designed with sustainability at its core, prioritizing green building materials, renewable energy sources, and efficient waste management systems. These schools incorporate environmental education into their curriculum, fostering a culture of conservation and equipping students with the knowledge and skills to protect the planet.

Eco Friendly High School Little Grassy Lake, IL Third Year Design III - Contexts 6

Site Map

Makanda, Illinois

y La

ass e Gr Littl

SiteSiteAnalysis Analysis

Cleariny

Summer Sun Path

Winter Sun Path

First Floor Plan

A-A

Isometric Space Diagram

B-B

Room Key Multi-Purpose Room/ Gymnasium/ Adutorium/ Cafetiria Class/Focus/ Breakout Rooms 0

8'-0"

16'-0"

32'-0"

Core Resource Room Vertical Circulation

A-A

Administration

A-A Second Floor Plan

25'-0"

Janitor Closet

50'-0" B-B

B-B

A-A

8'-0"

16'-0"

25'-0"

50'-0"

32'-0" B-B Section

100'-0" Rest Room

100'-0"

Section A-A

Main Entrance

School Garden

Garden Paths

Core Resources: Computer Lab

Model

Study Lounge

Concept Statement The overall master plan for my New Jonesboro Town Square design is organized into twelve distinct quadrants, each serving a unique purpose while working together as a cohesive public space. These quadrants include open seating areas, shaded seating areas, picnic spaces, and a designated playground, creating a balanced distribution of activity and rest throughout the site. Each quadrant is slightly elevated to improve visibility toward the park’s central core especially around Sculpture 8, a tree-inspired artwork symbolizing unity, which becomes the visual and thematic anchor of the entire square.

Jonesboro Town Square Jonesboro, IL

Fourth Year Design V - Urban Design and Community 10

A-A

Site Analysis

Site Map B-B

Location Jonesboro, IL

A-A B-B

Section B-B

Section A-A

Sculpture 8

Quad 1: Outdoor Open Area

Quad 2: Seating Planters

Quad 3: Playground

Quad 6:Outdoor Open Seating Area

Quad 4: Picnic Area

Quad 7: Outdoor Shaded Seating Area

Quad 5: Seating Planters

Quad 8 Seating Planters

Square Paths

Concept Statement The Student Union will function as a living extension of school life, with passive measures included to create a sustainable and welcoming hub for students. An outside vegetation wall, green roof system and over hangs to decrease solar heat gain, and softens the buildings apperance. The end result is a student centered enviroment that promotes connections, comfort, and community.

SWOCC Student Union

Coos Bay, OR

Fourth Year Design VI - Integration 14

Site Map

Site Analysis

Second Floor Plan Small Meeting Room

Assistant Director

3D Isometric Space Diagram

B-B Waiting Room

Director

Undergrad Student Government

Conference Room

Secretaries

Large Meeting Room Monumental Stair

A-A

Passive lounge

Gaming Room

*Open To First Floor*

Room Space Key

A-A

Stair Way 2

Mechanical Space Lobby

Stair Way 1

Elevator

Restroom

Entertaiment / Common Area

B-B

Administration

Restroom

Restrooms Entrances

B-B

First Floor Plan

Cafeteria Vertical Circulation

Dinning Terrance

Dining Terrace Food and Grill

Entrance

Active Lounge Cafeteria

Food Storage Room

A-A

Book Store

Shipping and Receiving Entrance

Lobby Stair Way 2 Stair Way 1

B-B

0’ 16

15’

30’

60’

Elevator

Restroom

Atrium/ Entrance Restroom

A-A

North Elevation

5B 5A

Section B-B

14C

14B

South Elevation

14A

4'-0"

8'-0"

16'-0"

Section A-A

Dinning Area

Dining Terrace

Concept Statement

The Asheville Community Center is envisioned as a welcoming civic hub that draws people together via education, culture, innovation, and social connection. The project, which takes place on a rebuilt parking lot, converts an unused space into a lively community destination that promotes cooperation, lifelong learning, and economic opportunity. Inspired by Asheville’s rich cultural identity and the surrounding Blue Ridge Mountains, the design focuses on sustainability, adaptability, and strong links between indoor and outdoor spaces.

Community Center Asheville, NC

Graduate School - Regional Architecture Studio 18

Site Map

Site Analysis

A-A First Floor Plan

A-A

B-B

Floor Space Fourth Floor : Walkable Green Roof

B-B

Community Garden Walkable Roof Top Attrance Outdoor Seating

Third Floor : Inovation Hub

A-A

Second Floor Plan

A-A

50'-0"

Third Floor Plan

Start Up Offices Building Administration Office Training Rooms Computer Lab Creative Work Studios Trash Room Restrooms Out Door Dining Terrance

B-B

100' -0"

Second Floor : Cultural Space

200' -0"

B-B

Community Gallary Flexible Room Fabrication Craft Studio Quite Studio Rooms Community Library Trash Room

First Floor : Community Space

Community Gallary Multi Purpose Room Event Room Community Kitchen Cafe ADA Parking Lot Public Transit Bus Stop Mechincal Room Trash Room Shipping and Receiving Room Restrooms

First Floor : Car Parking Lot

B-B

A-A

60 Car Parking Lot Rain Water Collection

3D Isometric Space Diagram

East Elevation

South Elevation

Section B-B

Bus Stop

Entry Plaza

Section A-A

Construction Documents Introduction: Wood, concrete, masonry and steel construction documents done in my the building technology classes throught sophomore, junior and senior year of my undergraduate career.

Building Tech I Wood and Concrete Spring 24 Second Year

Ridge Vent

12"

Ridge Vent

12"

A-1.0

T.O.T.B. 9' - 0"

Closet

Living/Dining

Hallway 0' - 8"

Closet

Wood Railing

Building Section 1/4" = 1'-0"

56' - 0 1/2"

12' - 7"

9' - 8"

11' - 2"

Closet

2' - 10"

Bathroom

1a 4 3

A-2.0

Living/Dining

Kitchen

5' - 11 1/2"

Closet

Hallway

5' - 0 1/2"

Closet 3b

3b 7' - 2"

2' - 5"

25' - 10"

1' - 7"

3' - 0"

1' - 7" 2' - 0"

2' - 0"

6' - 0"

2' - 0"

12' - 0 1/2"

5' - 11 1/2"

6' - 0"

N DN

8' - 0"

4' - 7 1/2"

Closet

3' - 5 1/2"

3' - 6 1/2"

Stairs 4' - 8"

3' - 11"

3' - 6"

2' - 5"

7' - 0"

22' - 0"

2' - 10"

9' - 5 1/2"

0' - 7"

4' - 7"

Bedroom 7a

2x6 Stud Wall

12' - 0 1/2" 3' - 7"

2 5 6

2' - 10"

A-2.0

7' - 0 1/2"

3' - 7"

5' - 7"

A-1.0

3' - 7 1/2"

4' - 0"

2' - 10"

Bedoom

4' - 10 1/2"

5' - 5"

1. All exterior walls are 2x6 studs and are dimensioned to the face of the stud (unless otherwise noted) 2. All interior walls are 2x4 studs and are dimensioned to the face of the stud (unless otherwise noted) 3. All studs spaced 16" on center 4. All exterior window and door dimensions are of rough openings

10' - 0" 2' - 10"

4' - 8"

First Floor Plan Notes

3' - 2"

4' - 0"

2' - 10"

2' - 0"

34' - 0" 13' - 10"

17' - 6"

Butcher Town House IV LouisVille, KY

T.O. Footing -10' - 5 1/2"

2' - 0"

East 1/4" = 1'-0"

3' - 1 1/2"

Ground Floor 1/4" = 1'-0"

5' - 6"

56' - 0" 34' - 0"

10' - 0"

12' - 0"

Basement Floor Plan Notes

Project # Date

1. Crawlspace utilizes 8" x 8" x 16" CMUs for wall construction 2. All dimensions are taken to the face of CMU or Concrete Wall 3. Dampproofing required on all basement walls 4. All soil to be chemically treated for termites 12' - 5"

Constructions Documents

Crawl Space

4' - 5"

3' - 11"

22' - 0"

Floor Plan, Elevation and Building Sections

Utility Room 8

A-1.0

T.O. Footing 1/4" = 1'-0"

4' - 6 1/2"

P3S24 2/8/24

Basement

Sheet Index A-1.0 Floor Plans, Elevations, and Building Sections A-2.0 Wall Sections, Details, and Interior Elevations

Angel M Spring 24 ARC 242 002

T.O. Crawl Footing -7' - 2 1/4"

6' - 0"

Ground Line -4' - 0"

Crawl Space Vent

Crawl Space

Ground Line -4' - 0"

3' - 9"

Wood Skirting

3' - 1 1/2"

Stained Wood

9' - 7"

Ground Floor 0' - 0"

Name Semester Course Section

Ground Floor 0' - 0"

4' - 4"

1--A-2.0

Stairs

Wood Cap

6' - 0"

T.O.T.B. 9' - 0"

A-1.0

PT-3 --PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-2 PT-1 PT-3

PT-3 PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-3

PT-3 PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-1

WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 CT-2 CT-2 WT-1 WT-1 ---

WF-1 WF-1 WF-1 WF-1 CPT-1 CPT-1 CT-1 CT-1 CPT-2 CPT-2 CONC-1

PT-1 PT-2

PT-2 PT-2

PT-1 PT-1

--WT-1

CONC-1 WF-1

Product: Manufacturer: Color: Model #:

Carpet Tile Foss Black Ice 7ND4N0916PK

CPT-2:

Product: Manufacturer: Color: Model #:

Carpet Tile Foss Smoke Gray 7ND4N6716PK

CT-1:

Product: Manufacturer: Color: Model #:

Ceramic Tile Daltile Thunder VL62

CPT-1:

PT-1: Product: Manufacturer: Color: Sheen:

Interior Paint PT-3: Product: Glidden Manufacturer: Candlelit Beige (PPG1207-1) Color: Satin Sheen:

Interior Paint Glidden Candlelit Beige (PPG1207-1) Semi-Gloss

PT-2: Product: Manufacturer: Color: Sheen:

Interior Paint Glidden Planetarium (PPG1242-6) Satin

Interior Paint Glidden Asparagus (PPG1222-6) Satin

PT-4: Product: Manufacturer: Color: Sheen:

Painted GWB CAB-1

CAB-10

CAB-2 CAB-3

Ceramic Tile on Backer Board Stainless Steel Refrigerator Stainless Steel Range

CAB-4

Ground Floor 0' - 0"

WT-1:

Product: Manufacturer: Color: Sheen:

Wood Trim Tecsun Acacia Quarter Round M305F

CT-2:

Product: Manufacturer: Shape: Shape #:

Ceramic Tile Daltile Thunder Bullnose P43C9

2' - 9"

1' - 3"

CAB-5

2' - 0"

1' - 0"

2' - 0 1/2"

Interior Elevation 1 1/2" = 1'-0"

T.O.T.B. 9' - 0"

2x6 Wood Stud 3' - 0"

Wood Trim

Felt Underlayment

6" Wood Bevel Siding Wood Casement Window

3/4" Plywood Sheathing

1/2" GWB R-19 Batt Insulation

9' - 0"

12" Asphalt Shingle

2' - 11 1/2"

0' - 2"

4' - 0"

CAB-9

0' - 2"

2' - 11 1/2"

Interior Elevation 2 1/2" = 1'-0"

AM Name Semester Course Section

Angel M Spring 24 ARC 242 002

Wood Fascia 12" Asphalt Shingle Felt Underlayment 3/4" Plywood Sheathing

Metal Drip Edge 2x6 Subfascia Metal Gutter 1x8 Wood Fascia 1/2" Vented Metal Soffit

6x6 Wood Column

3/4" Plywood Sheathing

3' - 5"

3/4" Plywood Sheathing R-19 Batt Insulation 1/2" GWB

2x6 Wood Stud R-19 Batt Insulation 1/2" GWB

Metal Gutter

5 A-2.0

1' - 0 3/4"

Ground Floor 0' - 0"

1' - 0 3/4"

4" Wood Base

2x6 Lookout

Ground Floor 0' - 0"

CAB-8

Vapor Barrier

Metal Drip Edge

1/2" Plywood Sheathing Vapor Barrier 6" Wood Bevel Siding

6" Wood Bevel Siding

2x8 Wood Rafter 2x6 Subfascia

CAB-5

1x6 Wood Trim

1x4 Wood Trim

T.O.T.B. 9' - 0"

Clear Finished Birch Cabinets (Typical)

2x8 Wood Rafter 2' - 7"

2x6 Wood Stud 1/2" Plywood Sheathing

Ceramic Tile on Backer Board

2x6 Wood Truss R-38 Batt Insulation Wood Trim 2x6 Double Top Plate

1/2" GWB

22" x 4' Rafter Vent

CAB-7

1x4 Wood Trim

2x6 Double Top Plate

R-19 Batt Insulation

CAB-6

1x6 Finished Oak Ceiling

T.O.T.B. 9' - 0"

2x6 Wood Ceiling Joist

CAB-3

6--A-2.0

2x6 Wood Ceiling Joist

Painted GWB Clear Finished Birch Cabinets (Typical)

Wall Base

Wall & Cellings

2' - 5"

Hardwood Tecsun Burnished Brown Acacia M305F

3' - 6"

2' - 1"

PT-4 PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-3

Product: Manufacturer: Type: Model #:

WF-1:

3' - 3 1/2"

1' - 2"

WF-1

1' - 5 1/2"

0' - 4"

WT-1

1' - 0"

T.O.T.B. 9' - 0"

3' - 0"

Base Finish Floor Finish

PT-1

1' - 0"

1' - 0 1/2"

2' - 5"

West PT-1

1' - 0"

2' - 1"

East PT-1

1' - 0"

1' - 2"

South PT-1

2' - 0"

6x6 Wood Column 2x6 Finished Wood Decking

Ground Floor 0' - 0" 1" Plywood Skir

1/2" Vented Metal Soffit

2x8 Deck Joist

Wood Trim

Butcher Town House IV LouisVille, KY

9 10

North

1' - 3"

T.O.T.B. 9' - 0"

0' - 4"

2 3 3a 3b 4 4a 5 6 7 7a 8

Name

Living/Dinin PT-1 g Kitchen PT-3 Hallway PT-1 Closet PT-1 Closet PT-1 Bedoom PT-1 Closet PT-1 Bathroom PT-1 Bathroom PT-3 Bedroom PT-1 Closet PT-1 Utility PT-3 Room Basement PT-1 Stairs PT-2

Ceiling Finish

3' - 0"

Number 1

2' - 9"

Floors

Room Finish Schedule

2x8 Rim Jois

2x6 Wood Plate Batt Insulation

Slope Earth Away @ 1/4":1'

2 - 2x8 Wood Headers

R-19 Batt Insulation

2x8 Wood Beam

2x12 Floor Joist

2x8 Skirt Brace

1x4 Wood Trim

8" Dia. Round Concrete Pier Roof Detail 1 1/2" = 1'-0"

Ground Line -4' - 0"

6' - 1 1/2"

Ground Line -4' - 0" Slope Earth Away @ 1/4":1'

8" Concrete Foundation Wall #4 Steel Rebar

2x6 Sole Plate

8" x 8" x 16" CMU w/ Grout Fill #4 Steel Rebar

Ground Floor 0' - 0"

T.O. Crawl Footing -7' - 2 1/4"

T.O. Crawl Footing -7' - 2 1/4" Gravel Fill 1x6 Finished Wood Flooring

24" x 12" Footing

2x12 Floor Joist

Fabric Filter

2x12 Rim Joist

Gravel Fill T.O. Footing -10' - 5 1/2"

4" Foundation Drain Gravel Fill

Treated 2x8 Sill Plate 1/2" Anchor Bolt

Floor Detail 1 1/2" = 1'-0"

8" x 16" x 16" Concrete Footing

P3S24 2/8/24

Constructions Documents

4" Concrete Floor 1/2" Expansion Joint

3/4" Plywood Sheathing

Project # Date

Fabric Filter

9' - 0 3/4"

4" Wood Base

T.O. Footing -10' - 5 1/2"

4" Foundation Drain #4 Steel Rebar 24" x 12" Concrete Footing 2

Wall Section 1 3/4" = 1'-0"

Wall Section 2 3/4" = 1'-0"

Wall Sections, Details, and Interior Elevations

A-2.0 25

Building Tech II Masonry and Concrete Fall 24 Third Year

-6'-2"

12" CONCRTE SLAB

STAIR SECTION 1/4" = 1'-0"

6" CONC. LANDING W/ 6" FROST WALLS

-5'-11"

2'-0" x 1'-0" STRIP FOOTING

101'-0"

50'-0"

20'-3 1/2"

SEE THICKENED SLAB DETAILS

-5'-11"

3'-9"

A.1

6 1/4"

8" 12

3'-3"

T.O. FOOTING EL. 5'-8"

3 - #4 REBAR

2 - #5 REBAR

3'-6"

2'-3"

5'-11"

3'-9"

2'-6"

6'-2"

3 - #4 REBAR

3'-3"

2'-6"

8'-8"

2 - #5 REBAR

1'-4" 3'-8" 1'-4"

8'-5 1/2"

2'-0"

19'-3 1/2"

DOOR POCKET @ 1' - 10"

1'-0"

-6'-2"

2'-0" x 1'-0" STRIP FOOTING 1'-0" FOUNDATION WALL

A.3

1'-0" FOUNDATION WALL

TRAILER BUMBER

1'-6" 8"

6" 1'-0"

1'-0"

1'-0" 8

TRENCH DRAIN DETAIL 1/2" = 1'-0"

-6'-2"

3/8 CONC. ANCHOR

6" CRUSHED ROCK

A.1

1'-0" FOUNDATION WALL

1'-6" X 1'-0" STEPPED FOOTING

5" CONC. LANDING W/ 6" FROST WALLS

5 A.1

LOADING DOCK SECTION 1/4" = 1'-0"

4'-0"

6'-0"

RETAINING WALL DETAIL 1/4" = 1'-0"

1" 5"

Drawing Description:

FOUNDATION PLAN

5'-0"

A.1

7'-2 3/4"

1' - 6" X 1' - 0" STRIP FOOTING 6" DRAINAGE TILE

1'-0"

8'-0"

1'-0"

2'-0"

TRENCH DRAIN

6" 8"

7'-7"

Project Number Date

5'-4"

9'-8"

-8'-8"

7'-11"

ARC 341

1'-0"

-7'-4"

-8'-0"

-4'-8"

-5'-4"

-6'-0"

-6'-8" 8"

1'-0"

8" 2'-7 1/4"5 3/4" 1'-0" 1'-7"

1'-0"

-4'-0"

6"1'-0"1'-0" 2'-0"

-7"

15'-0" -1'-2"

1'-0"

2'-2"

6" CRUSHED ROCK

20'-0"

GUARD RAIL

2'-0"

1'-0"

7'-7"

8" CONC. WALL 1/2" EXPANSION JOINT 12" CONC. SLAB WWF 6X6W1.4 X W1.4 WIRE MESH 6" CRUSHED ROCK

-8'-8"

1' - 6" X 1' - 0" STEPPED FOOTING 8" FOUNDATION WALL

-7'-0"

GUARD RAIL

8 A.1

5'-4"

-3'-2 1/4"

DOOR POCKET @ 1' - 10"

A.1

5" CONC. LANDING W/ 6" FROST WALLS

8" FOUNDATION WALL

BUMPER DETAIL 1/2" = 1'-0"

-10'-11"

2'-0" x 1'-0" STRIP FOOTING

1' CONCRETE SLAB 6" GRAVEL

DOOR POCKET @ 1' - 10"

-8'-8"

STAIR PLAN 9 1/4" = 1'-0"

A.1

1' CONCRETE FOUNDATION WALL

1'-0" 6"

ROLL UP COMMERCIAL DOOR

9'-2 3/4" UP

1/2 EXPANSION JOINT

6" CONC. LANDING W/ 6" FROST WALLS

1'-6" X 1'-0" D STEPPED FOOTING

8" FOUNDATION WALL

2'-0" x 1'-0" STRIP FOOTING

1'-0"

DOOR POCKET @ 1' - 10"

-9'-8"

2' CONC. FLOOR

GALVANIZED PAN FOR TRENCH DRAIN FORM WWF 6X6-W 1.4 X W 1.4 WIRE MESH 6" CRUSHED ROCK

-9'-8"

1'-0"

-5'-8"

STEEL GRATE

A.1

-4'-8"

REINFORCEMENT

2'-0"

1'-0"

31'-1"

3'-3"

2'-0" 2'-0"

A.1 4

1'-0"

SLAB 3 3/4" = 1'-0"

1'-3" 5'-0"

WWF 6X6-W1.4XW1.4 WIRE MESH 6 MIL VAPOR BARRIER 6" CRUSHED ROCK

2'-0"

BOND BEAN

6'-8"

2'-0"

13 A.1

12" CONC. SLAB

47'-1 1/2"

1'-0"

7'-8"

1'-4"

COLUMN FOORING SCHEDULE

PRE CAST DOUBLE T

1/2" EXPANSION JOINT

6'-8"

37'-4"

T. O. FOOTING 1/8" = 1'-0"

10'-2 7/8" 47'-1 1/2"

3'-6" 1'-4"

5" CONC. LANDING W/ 6" FROST WALLS

TYPE

24'-0"

1'-4" 6'-7 3/4"

1'-0"

13'-4"

-5'-11"

1'-8"

1'-6" 5'-5 1/4" 1'-4"

52'-1 3/4"

1'-0" FOUNDATION WALL

2'-0" x 1'-0" STRIP FOOTING

9'-4 3/8"

20'-3 1/2"

8'-0" FOUNDATION WALL

3'-3 1/2"

10'-8"

1'-0"

2'-0"

1'-4"

5'-6"

5'-8"

3'-9" 13'-4"

32'-11 1/4"

1'-6" x 1'-0" STRIP FOOTING

21'-4"

6'-4"

1'-4"

3'-6"

1'-4"

DOCK LEVELER W/BUMBER SEE DETAILS

5" CONC. LANDING W/ 6" FROST WALLS

Drawn By

DOOR POCKET @ 1' - 10"

Drawing No.

DECEMBER 7TH ANGEL MIRANDA

Checked By

6 A.1 Scale at ANSI Standard D

PROF. JOHN DOBBINS

A.1 1/8" 1'-0" As=indicated

LOADING DOCK 1/4" = 1'-0"

2'-0"

3'-9"

11'-0"

1'-0"

20'-3" -6'-2"

5" CONC. LANDING W/ 6" FROST WALLS

3'-9"

DOOR POCKET @ 1' - 10"

1'-0"5'-1 1/4" 1'-4"

-6'-2"

-5'-8"

6x8x16 CMU

7'-0"

20'-3 1/2"

-5'-11"

4" CONC. SLAB

37'-4"

DOOR POCKET @2'

A.1

20'-3"

24'-0"

8'-0 1/2"

74'-0 1/8"

A.4

6 2'-0" x 1'-0" STRIP FOOTING A.3 1'-0" FOUNDATION WALL

2'-0" x 1'-0" STRIP FOOTING 1'-0" FOUNDATION WALL

3'-6"

1'-4" 5 5/8"

6" CONCRET SLAB

5" CONC. LANDING W/ 6" FROST WALLS

A.5

2x4 STUD 1/2" GYP BOARD 3/8" TILE 1/2" MORTAR 4" CONC. SLAB WWF 6X6-W1.4 X W.1.4 WIRE MESH 6MIL VAPOR BARRIER 4" CRUSHED WORK

4" CRUSHED GRAVEL

-5'-11" A

SLAB 4 3/4" = 1'-0"

50'-0"

1'-0" FOUNDATION WALL 11

1'-4" 13

4" CONC. SLAB WWF 6X6-W1.4 X W.1.4 WIRE MESH 6 MIL VAPOR BARRIER 4" CRUSHED ROCKS SLAB 1 10 3/4" = 1'-0"

4" 4"

2'-0" x 1'-0" STRIP FOOTING

A.4

1'-4"

1'-0" FOUNDATION WALL

DOOR POCKET @ 1' - 10"

24'-0"

WWF6X6-W1.4 X W1.4 WIRE MESH 6" GRAVEL 8" CONCRETE SLAB 2 11 FROST WALL 3/4" = 1'-0"

113'-0"

1'-0"

4 1/2"

3'-9"

1'-0"

1'-6" 5'-9 5/8" 1'-6"

20'-3 1/2"

24'-0"

33'-0 3/8"

-5'-11"

1' 6'-0" x 1'-0" STRIP FOOTING 8'-0" FOUNDATION WALL

3 4 A.4

6'-10"

1'-0" 6"

1'-0" FOUNDATION WALL

-5'-8" 8"

2X4 STUD 1/2" GYP BOARD 1/2" HARD WOOD 3/8" TILE FLOORING 1/2" MORTAR

4" 4"

11'-9 1/4"

4 1/2"

DOOR POCKET @ 1' - 10"

B -5'-11"

2'-0" x 1'-0" STRIP FOOTING 52'-2"

3/4" X 3/4" NON-SLIP METAL NOSING 1/2" EXPANSION JOINT

6" 5"

-5'-11" B

-5'-8"

2'-0"

3'-4 5/8"

2X4 STUD 1/2 GYP BOARD 3/8" TILE 1/2" MORTAR 4" CONC. SLAB WWF 6X6-W1.4 X W.1.4 WIRE MESH 6MIL VAPOR BARRIER 4" CRUSHED WORK

CONCRETE STAIR W/ 3/8" TILE 1' TREAD AND 6" RISER 1/2" MORTAR

5" CONC. LANDING W/ 6" FROST WALLS

A.3

4 1/2"

6" CRUSHED ROCK

24'-0"

4" 4"

24'-0"

A.3 4

6" 2'-0"

24'-0"

HAND RAIL 5" CONCRETE LANDING

3 2

4" 4"

8'-11 1/2"

HARD WOOD FLOORING

3'-4"

11 3/4"

8 1/4"

3'-4"

1'-0 1/4"

16'-11 1/2"

SHOW ROOM

7'-11 7/8"

JANITOR ROOM 111 10

CONFERENCE ROOM

106A

107A

108A

ASSITANT ROOM

106

107

6'-7 5/8"

109A

STAIRS

6'-0"

BREEZEWAY 112

7'-6 3/8"

108

126A

3'-4" 1'-5 5/8" 2'-6 3/8"3'-4"1'-9 2'-10 5/8" 3/8" 4'-0"

127A

2'-8" 3'-4"1'-9 5/8" 6'-10 3/8"

7 5/8"

3'-4"

4'-0"

5'-11 3/4"

4'-0"

3'-4"

4'-0" 3'-4 1/8" 4'-0"

7'-7 7/8"

3'-10"

3'-4"1'-9 5/8" 2'-10 3/8"3'-4" 1'-11 7/8"

4 1/2"

39'-1 3/4"

112B

FLOOR

FIN.

MATL

BASES

FIN.

MATL

VINYL BASE VINYL BASE VINYL BASE VINYL BASE VINYL BASE VINYL BASE VINYL BASE VINYL BASE X VINYL BASE VINYL BASE X X X X X VINYL BASE VINYL BASE VINYL BASE X VINYL BASE VINYL BASE VINYL BASE VINYL BASE X VINYL BASE VINYL BASE VINYL BASE X VINYL BASE X

GWB GWB GWB GWB GWB GWB GWB GWB CMU GWB GWB CONCRETE X CONCRETE CMU CMU GWB GWB GWB GWB GWB GWB GWB GWB CONCRETE GWB CMU CMU CMU CMU CMU

FIN.

109

WARE HOUSE 129

CEILING MATL

MATL

FIN.

22'-4 3/8"

101'-0"

A.1

3'-4"

EXTERIOR TO CARPET THRESHOLD DETAIL 1 1/2" = 1'-0"

7'-6"

8'-0"

7'-6"

PRECAST CONC BOND BEAM

(2) #6 REBAR

5' 4"

3 1/2" X 3 1/2" X 1/4" STEEL "L"

4' 3"

WOOD 2X8 (2)

2' 6"

WOOD 2X8 (2)

3' 4"

3' 6"

5'x5'x6" CONCRETE SLAB

6'-4"

5'x5'x6" Concrete Slab

5'x5'x6" CONCRETE SLAB

DOOR NO.

CARPET CONCRETE

5 5/8"

7' 6"

PRE CAST CONCRETE SLAB

HARDWOOD FLOORING

4 5/8"

64'-6"

129F

2" RIGID FOAM BOARD INSULATION

DOOR SCHEDULE

ALUMINUM THRESHOLD

CONCRETE SLOPE @ 1% AWAY FROM BUILDING

129E

3'-10" DN

ALUMINUM THRESHOLD CARPET CONCRETE

129C

129D

BEARING W. REMARKS

37'-4"

64'-0"

A.1 5

CLG HT

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 24'-0" 8'-0" 8'-0" 8'-0" 11'-0" 10'-0" 24'-0" 24'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 22'-0" 10'-0"

WOOD TO CARPET TRANSITION DETAIL 1 1/2" = 1'-0"

100A 100B 101A 102A 103A 104A 105A 106A 107A 108A 108B 109A 110A 111A 112A 112B 113A 115A 115B 115C 116A 117A 118A 119A 120A 121A 122A 123A 124A 125A 126A 127A 128A 129A 129B 129C 129D 129E 129F

TYPE

D5 D5 D1 D1 D1 D1 D1 D1 D1 D3 D3 D1 D1 D2 D4 D4 D1 D3 D3 D3 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D3 D3 D3 D3 D6 D6

8'-0 1/2" 8'-0 1/2" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-6" 3'-6" 3'-4" 3'-4" 2'-6" 8'-0" 8'-0" 3'-4" 3'-0" 3'-0" 3'-0" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-6" 3'-6" 3'-6" 3'-6" 7'-6" 7'-6"

7'-2 3/4" 7'-2 3/4" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 6'-8" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 8'-0" 8'-0"

1" 1" 2" 2" 2" 2" 2" 2" 2" 1 3/4" 1 3/4" 2" 2" 2" 1 3/4" 1 3/4" 2" 1 3/4" 1 3/4" 1 3/4" 2" 2" 2" 2" 2" 2" 2" 2" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 3" 3"

CON.

MHC MHC HC HC HC HC HC HC HC HMC HMC HC HC HC HC HC HC

HC HC HC HC HC HC HC HC

HMC HMC HMC HMC METAL METAL

MATL

FIN.

GLASS GLASS WOOD WOOD WOOD WOOD WOOD WOOD WOOD STEEL STEEL WOOD WOOD WOOD STEEL STEEL WOOD STEEL STEEL STEEL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD STEEL STEEL

CLEAR CLEAR STAIN STAIN STAIN STAIN STAIN STAIN STAIN PAINT PAINT STAIN STAIN STAIN PAINT PAINT STAIN PAINT PAINT PAINT STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN STAIN PAINT PAINT

DOOR FRAME MATL FIN. DET NO.

ALUM ALUM WOOD WOOD WOOD WOOD WOOD WOOD WOOD STEEL STEEL WOOD WOOD WOOD STEEL STEEL WOOD STEEL STEEL STEEL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD STEEL STEEL

PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT

F5 F5 F1 F1 F1 F1 F1 F1 F1 F3 F4 F1 F1 F1 F3 F4 F1 F2 F2 F2 F1 F1 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2 F2 F4 F4 F4 F4 X X

LINTEL

L1 L1 L5 L5 L5 L5 L5 L5 L5 L4 L4 L5 L5 L4 L4 L4 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L2 L2 L2 L2 L2 L2 L2 L2 L2 L1 L1

THRESH

ARC 341

T1 T1 T2 T2 T2 T2 T2 T2 T2 T4 T4 T2 T3 T3 T4 T4 T4 T4 X T4 T2 X T2 T2 T2 T2 T2 T2 X X X X X X X X X X X

REMARKS

Drawing Description:

FIRST FLOOR PLAN 4 3/4" RABBER DOOR FRAME

#6 REBAR REINFORMENT

12" PRECAST WALL DETAIL 1 1/2" = 1'-0"

3/8" MORTAR JOINT 4" GLAZED BRICK 4 3/4" STEEL RABBET DOOR FRAME

11 1/4"

PAINT X X PAINT PAINT PAINT PAINT PAINT X PAINT PAINT X X X X X PAINT PAINT PAINT X PAINT PAINT X PAINT X PAINT PAINT PAINT PAINT PAINT PAINT

(6) #6 REBAR

2" 2"

M.D. FB. X X M.D. FB. M.D. FB. M.D. FB. M.D. FB. M.D. FB. X M.D. FB. M.D. FB. X X X X X M.D. FB. M.D. FB. M.D. FB. X M.D. FB. M.D. FB. X M.D. FB. X M.D. FB. M.D. FB. M.D. FB. M.D. FB. M.D. FB. M.D. FB.

A.3

TRIM FIN.

WF. WF. WF. WF. WF. WF. WF. WF. X PAINT PAINT PAINT WF. WF. WF. X WF. WF. WF. WF. WF. WF. WF. WF. WF. PAINT PAINT PAINT PAINT PAINT PAINT

R.O.

15'-11 5/8"

5'x5'x6" Concrete Slab

CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE X GWB GWB GWB CONCRETE CONCRETE CONCRETE X CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE GWB GWB GWB GWB GWB GWB

REIN

PRECAST CONC BOND BEAM

SECTION

1'-0"

PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT STUCCO PAINT PAINT PAINT SF/GLAZED PAINT STUCCO STUCCO PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT STUCCO STUCCO STUCCO STUCCO STUCCO

MALT

TOILET ROOM

WALLS

MARK

VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL X VINYL VINYL X X X X X VINYL VINYL VINYL X VINYL VINYL VINYL VINYL X VINYL VINYL VINYL X X VINYL

WOOD TO TILE TRANSITION DETAIL 1 1/2" = 1'-0"

LINTEL SCHEDULE

3 7/8" 3 5/8"

CARPET TILE CARPET TILE CARPET TILE CARPET TILE CARPET TILE CARPET TILE CARPET TILE CARPET TILE POLISHED VINYL VINYL POLISHED POLISHED POLISHED POLISHED POLISHED CARPET TILE CARPET TILE CARPET TILE POLISHED CARPET TILE POLISHED CARPET TILE CARPET TILE POLISHED VINYL POLISHED POLISHED POLISHED POLISHED STAIN

110

101'-4" MATL

CARPET CARPET CARPET CARPET CARPET CARPET CARPET CARPET CONCRETE TILE TILE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CARPET CARPET CARPET CONCRETE CARPET CONCRETE CARPET CARPET CONCRETE TILE CONCRETE CONCRETE CONCRETE CONCRETE HW

1 3/4"

5 5/8"

2" RIGID INSULATION

BRICK WITH BRICK FINISH DETAIL 1 1/2" = 1'-0"

Date

DECEMBER 7TH

Drawn By

ANGEL MIRANDA

Drawing No.

2" AIR SPACE

Project Number

Checked By

3 3/4"

VESTIBULE GENERAL STORAGE ROOM FILE STORAGE ROOM KITCHENETTE CONFERENCE ROOM MANAGING DIRECTORS OFFICE ASSITANT OFFICE ASSITANT OFFICE STAIRS TOILET ROOM TOILET ROOM JANITOR ROOM BREZZEWAY MECH ELEVATOR STAIRS SALE OFFICE EMPLOYEE BREAKROOM KITCHEN ELECTRICAL ROOM SALE OFFICE SALE OFFICE COMMUNICATION ROOM SALE ROOM ELECTRICAL ROOM TOILET ROOM WH MANGING OFFICE WH RECORD ROOM MECHANICAL ROOM WARE HOUSE SHOWROOM

CERAMIC TILE

128A

37'-4"

4'-0"

GROUT

HARDWOOD FLOORING

7 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130

ALUMINUM THRES HOLD

128

TOILET ROOM

ROOM FINISH SCHEDULE ROOM NAME

127

1 3/4" ALUM. STORE FRONT DOOR

129B

MECHANICAL ROOM

108B

74'-3 1/4"

NO.

126

125A

FIRST FLOOR 1/8" = 1'-0"

WH RECORD ROOM

100'-8"

3'-4"

3'-4" 10'-2 1/8"5 3/8" 3'-10" 11 3/4"2'-1 1/4"5 3/4"3'-4"

11 1/2"

ASSITANT OFFICE

104

103A

A.1

WH MANGING OFFICE

2'-4" 3'-10"

KITCHENETTE 103

105

6'-3 3/4" 3'-4 1/2" 3'-4"11 3/4" 3'-4"

6'-11 3/4"

104A

102

3'-5 5/8" 4'-0"

3'-4" 3'-6 3/4"

11 A.1

A.1 2'-6"

8 1/2"

125

10'-11 5/8"

7 1/4"

13'-3 3/8"

12'-0"

101A

110A

111A

TOILET ROOM

4 1/2" X 1 3/4" ALUM. MULLION

STOREFRONT DOOR DETAIL F5 5'x5'x6" 1 1/2" = 1'-0" Concrete Slab

129A

124A

112A

7'-0"

105A

MANAGING DIRECTORS OFFICE

50'-0" 95'-2"

124

A.3

1" DOUBLE PANE TEMPERED GLASS

2X4 WODD STUD DETAIL 1 1/2" = 1'-0"

101'-0"

ELECTRICAL ROOM

1 3/4"

1/2" GYP BOARD

50'-0"

WOOD TO CONCRETE TRANSITION T4 1 1/2" = 1'-0"

2X4 WOOD STUD

8" CMU WALL DETAIL 1 1/2" = 1'-0"

113

6 6'-1 3/4"

5'x5'x6" Concrete Slab

4 3/4" STEEL RABBET FRAME

4 3/4" RABBET STEEL DOOR FRAME

2'-0" 3'-10"

1'-2 5/8"

3'-4"

22'-4 3/8"

A.1

FILE STORAGE 102A ROOM

1'-9 5/8"3'-4"

118A

113A

5 5/8"

1/2" GYP BOARD

113'-0"

118

119A

114

130

7'-5 1/2" 5'-7 3/4" 3'-2 1/4" 3'-4" 1183/4" 1/4"3'-4"

3'-4"

ELEVATOR

8'-4"

11'-6"

KITCHEN

119

5'-2 1/2"

115A

DOOR LEGEND 1/8" = 1'-0"

MECH

17'-0"

100

1'-6 1/4"

6'-9 3/4"

VESTIBULE

7'-8 1/4"

24'-0"

ELECTRICAL ROOM

3'-7 3/4"

9'-6"

115

8'-7 3/8"

117A

117

100B

3'-4 1/4"

14'-8"

8'-0 1/2"

4'-11 1/4"

A.4

STAIRS

3'-4"

116A

EMPLOYEE BREAKROOM

123A

3 1 4 6

11 7/8" 7 7/8"

3'-4" 1'-0 1/4" 4" 3'-4"

CONCRETE

16 GA. MASONRY "T" ANCHOR

120A

10'-0"

3'-4" 1'-4"

5 A.3

5'-2 1/4"

16'-2 1/2"

115B

SALE OFFICE 116

10'-0"

3'-4"

3'-10" 2'-4"

121A

7'-11"

CONCRETE FILLER

37'-4"

122A

101

4'-0"

24'-0"

120

ALUMINUM THRESHOLD 8x8x16 CMU

24'-0"

4'-0" 3'-4 1/8" 4'-0"

121

10'-5 1/2" 3'-4" 8 3/4"5 1/4" 3'-4"8 3/4"

GENERAL STORAGE ROOM

3'-4"

SALE OFFICE

7'-6"

3'-4" 4'-0" 4'-0"

24'-0"

8'-0 1/2"

74'-3 1/4"

5'-11 7/8" 3'-3 3/4"

100A

5'-1 5/8"

4'-0"

3'-4" 8"

10'-10 1/8"

4'-0"

5'-11 3/4"

SALE OFFICE

123

4'-0"

SALE ROOM

3'-3 3/4" 5'-11 7/8"

3'-4"

10'-5 7/8"

122

6'-9 1/8"

24'-0"

4'-0"

COMMUNICATION ROOM

3'-4"

24'-0"

4'-0"

5'-1 5/8"

3'-4"

5'x5'x6" Concrete Slab

1 1/2" 4 3/4" 1 3/8"

24'-0" 3'-5 5/8" 4'-0"

74'-3 1/4"

10'-8"

7 1/4"

Scale at ANSI Standard D

PROF. JOHN DOBBINS

A.2 1/8" = 1'-0" As indicated

A 2" LIGHTWEIGHT CONCRETE DECK W/ BUILT-UP ROOFING FINISH

2 LAYERS OF 2"RIGID INSULATIO

T.O. DOUBLE TEES 24'-0"

GRAVEL STOP

DRIP EDGE

BRICK WALL TIE W/ 16" O.C. VERTICAL SPACING

EXTERIOR CAULKING

WOOD BLOCKING

STONE SILL

1'-8"

2'-2 1/8"

DOVETAIL ANCHORS

ALUMINUM WINDOW 1/2 WOOD SILL WOOD BLOCKING 2" AIR SPACE 4" BRICK

2" RIGID INSULATION

SOFT JOINT

4" BRICK

L 3 1/2" X 3 1/2" X 1/4" 4

12" PRECAST CONCRETE WALL W/ 2" RIGID INSULATION

WINDOW SILL DETAIL 1 1/2" = 1'-0"

3 5/8" 2" 2" 3 5/8"

1 3 5/8" 2" 2" 3 5/8"

2" AIR SPACE

BACKER ROD

L 3-1/2" x 3-1/2" x 1/4"

FLASHING W/ WEEPHOLES

2" RIGID INSULATION

SHIM

12'-0"

SOFT JOINT

2'-2 1/8"

DOVETAIL ANCHOR SLOTS @ 24" OC

3-1/2"x3-1/2"x1/4"

4" BRICK

STONE SILL

ALUMINUM COVER

1/2" WOOD WOODEN WINDOW SILL

4'-11 7/8"

3 A.3

ALUMINUM WINDOW

EXTERIOR CAULKING STONE CAP

WOOD BLOCKING

FLASHING

FIXED WINDOW

SILL

5" CONC. SLAB

6-MIL WATER BARRIER 4" CRUSHED ROCK

2" RIGID INSULATION W/ 2' - 0" EXTENSION UNDER INTERIOR SLAB 1' - 0" FOUNDATION WALL T. O. FOOTING -3'-8"

4 7/8" 1'-0"

T. O. FOOTING -3'-8" 1' - 0" FOUNDATION WALL

1'-0" 2'-0"

2'-0" 1

WAREHOUSE WALL SECTION 3/4" = 1'-0"

2" RIGID INSULATION W/ 2' - 0" EXTENSIONUNDER INTERIOR SLAB

4" DIA. DRAIN TILE

2' - 0" x 1' - 0" PERIMETER FOOTING

2" 4"

ARC 341

6-MIL VAPOR BARRIER

4" CRUSHED ROCK

GRAVEL

3'-10"

4" DIA. DRAIN TILE

FIRST FLOOR 0"

4" CRUSHED ROCK 2" RIGID INSULATION W/ 2' - 0" EXTENSION UNDER INTERIOR SLAB

GRAVEL 4" DIA. DRAIN TILE

T. O. FOOTING -3'-8" 1' - 0" FOUNDATION WALL

REBAR

2' - 0" x 1' - 0" PERIMETER FOOTING

1'-0" 2'-0"

Drawing Description:

2'-10"

1'-0" GRAVEL

CHAMFER

FIRST FLOOR 0" 6-MIL VAPOR BARRIER

WINDOW JAMB DETAIL 1 1/2" = 1'-0"

RUBBER FLASHING

1/2" EXPANSION JOINT

2" 4"

FIRST FLOOR 0"

12" PRECAST CONCRETE WALL W/ 2" RIGID INSULATION

1'-0"

GARDE @ -8"

2" 4"

4" CONC. SLAB

2'-9"

1/2" EXPANSION JOINT

1'-0"

3'-0"

4" BRICK

2" RIGID INSULATION FLASHING W/ WEEPHOLES 24" O.C.

4" BRICK MASONRY TIES @ 16" OC

ALUMINUM STORE FRONT

22'-4"

SECOND FLOOR 12'-0"

4 A.3

1'-0"

DRIP EDGE

OFFICE WALL SECTION 3/4" = 1'-0"

4" BRICK

BRICK WALL TIES W/ 16" O.C. VERTICAL SPACING

WINDOW HEAD DETAIL 1 1/2" = 1'-0"

DRIP EDGE FLASHING W/ WEEPHOLES

SECOND FLOOR 12'-0"

HAUNCH

SECOND FLOOR 12'-0"

3 5/8" 2" 2" 3 5/8" 3

1'-4"

4" BRICK

L 3-1/2" x 3-1/2" x 1/4"

CONCRETE SILL

3/8" NEOPRENE BEARING PAD

2'-10"

FLASHING

ALUMINUM COVER

4" BRICK 2" LIGHTWEIGHT CONC. SLAB FLOOR

GRAVEL STOP 2X8 BLOCKING

2 5/8"

SILL

DRIP EDGE

2 LAYERS 2" RIGID INSULATION 2" LIGHTWEIGHT CONCRETE DECK W/ BUILT-UP ROOFING FINISH

1'-3"

ALUMINUM WINDOW

WOOD BLOCKING

FLASHING W/ WEEPHOLES

FLASHING W/ WEEP HOLES

FLASHING W/ WEEPHOLES

EXTERIOR CAULKING

4'-11 7/8"

SOFT JOINT L 3-1/2"x3-1/2"x1/4"

2" AIR SPACE

ALUMINUM WINDOW

T.O. DOUBLE TEES 24'-0" DRIP EDGE

DOVETAIL ANCHOR SLOTS @ 24" OC

L 3-1/2"x3-1/2"x1/4"

GRADE @ 8"

2X8 WOOD BLOCKING

1'-4"

DOVETAIL ANCHORS

4" BRICK

L 3-1/2" x 3-1/2" x 1/4"

BALLAST

2" 2" 2" 1/2" 1 1/2"

2X8 WOOD BLOCKING

2" RIGID INSULATION

2 5/8" 4 1/2" 2" 2" 2" 1/2" 1 1/2"

BALLAST

2" LIGHTWEIGHT CONCRETE DECK W/ BUILT UP ROOFING FINISH @

6" 2" 2" 2" 1/2" 1 1/2"

GRAVEL STOP

4" BRICK

2 LAYERS OF 2"RIGID INSULATION

2' - 0" X 1' - 0" PERIMETER FOOTING

WALL SECTION AND DETAILS

Project Number Date

DECEMBER 7TH

Drawn By

ANGEL MIRANDA

Checked By Drawing No.

LOUNGE WALL SECTION 3/4" = 1'-0" Scale at ANSI Standard D

PROF. JOHN B. DOBBINS

A.3 0' - 3/4" = 1' - 0" As indicated

1'-6"

10'-0"

FIRST FLOOR 0"

STAIR LANDING WALL DEATIL 1 1/2" = 1'-0"

2" DIA SLEEVES W/ LIGHT WEIGHT CONCRETE FILLER NO SLIP 3/4" NOSING

STAIR WELL LANDING DETAIL 1 1/2" = 1'-0"

THICKENED SLAB

5'-8 5/8"

1/2"

1/2" INSULATED GLASS

1'-3 1/4"

115

4'-0"

115C

STOREFRONT MULLION 3" = 1'-0"

1'-3 1/2"

1/2" INSULATED GLASS

1 3/4"

ALUM. ASTRIGALS

10"

1'-0"

ALUM. STORE FRONT DOOR ALUM. THRESHOLD W/ CONC. SCREW FASTENER CONC. SLAB

1/2" INSULATED GLASS

STOREFRONT HINGED JAMB S3 3" = 1'-0" STOREFRONT DOOR SECTION 3" = 1'-0"

1/2" INSULATED GLASS ALUM. STOREFRONT THRESHOLD W/ CONC. SCREW FASTENER CONC. SLAB

2 1/4"

1 3/4"

STOREFRONT DOOR THRESHOLD 3" = 1'-0"

STOREFRONT SYSTEM SECTION 3" = 1'-0"

STOREFRONT MULLION THRESHOLD 3" = 1'-0"

STOREFRONT MULLIONS SECTIONS 3" = 1'-0"

5'-2 3/8"

THICKENED SLAB BASE DETAIL 1 1/2" = 1'-0"

11 1/4"

3'-4"

16'-3 3/4"

SECOND FLOOR STAIR PLAN 1/4" = 1'-0"

3'-2 1/2"

2'-6 3/4" 1'-0"10" 6" 10"

1 3/4"

12T @ 9'-2"

11 5/8"

STOREFRONT DOOR HEAD 3" = 1'-0"

6 MIL VAPOR BARRIER CRUSHED ROCK

Room

5'-7 5/8"

1/2"

AREA OF REFUGE

1/2" INSULATED GLASS

7'-5 1/8"

1/2"

1'-6"

STOREFRONT HINGE JAMB 3" = 1'-0"

7'-5 1/8"

A 7"

4'-0"

1/2" INSULATED GLASS

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

ALUM. STOREFRONT DOOR HEAD

1'-4 3/8"

1 3/4"

11'-7 1/4"

2 1/4"

7 5/8"

2 1/4"

ALUM. STORE FRONT DOUBLE DOOR JAMB

T. O. FOOTING -3'-8"

STAIR WELL SECOND FLOOR DETAIL 1 1/2" = 1'-0" CAST-IN-PLACE CONCRETE PLACE

4 A.4

1/2" INSULATED GLASS ALUM. STOREFRONT STAIR WELL SECTION MULLION 3 1/4" = 1'-0"

1/2" INSULATED GLASS

24'-0" 2'-0" 8 5/8"

4" BRICK 8" CONC. LANDING 2" AIR SPACE 2" RIGID INSULATION

1/2"

NO SLIP 3/4" NOSING 2" DIA SLEEVES W/ LIGHT WEIGHT CONCRETE FILLER CONCRETE STAIR

2 115A

1 A.4

1'-0"

1/2" INSULATED GLASS

HAND RAIL DETAIL 1 1/2" = 1'-0"

3" = 1'-0"

STOREFRONT MULLION HEAD 3" = 1'-0"

CONCRETE STAIR

6 A.4

WEEP HOLES IN 3/8" JOINT @ 24" O.C. 1/2" INSULATED GLASS S9

2 A.4

STORE FRONT HEAD

ø 1 1/2"

SECOND FLOOR 12'-0"

3'-1"

2" DIA SLEEVES W/ CONCRETE FILLER NO SLIP 3/4" NOSING

3'-0"

4" BRICK 1 1/2" DIA RAILING FASTENED W/ CONC. SCREW 2" AIR SPACE 2" RIGID INSULATION

115C

STOREFRONT DOOR JAMB 3" = 1'-0"

WEEP HOLES IN 3/8" JOINT @ 24" O.C. 1/2" INSULATED GLASS

2'-6 5/8"

3'-0 3/4"

1/2"

1/2" INSULATED GLASS

ALUM. STORE FRONT HEAD EXTERIOR CAULKING

2" DIA METAL RAIL W/ INTEGRATED HANDRAIL

5'-7 3/8"

7" 1/2"

CAST IN PLACE WAFFLE SLAB

2' CONC. SLAB CONC. SCREW FASTENER PL 11 1/2" X 1/4" ALUM.STORE FRONT HEAD SHIM 5 EXTERIOR A.4 CAULKING

2'-6 5/8"

2 1/4"

CONC. SCREW FASTENER ALUM. STORE FRONT JAMB

FLASHING 4" BRICK 2" AIR SPACE 2" RIGID INSULATION W8X15 STEEL BEAM

4" BRICK 2" AIR SPACE 2" RIGID INSULATION

2'-0"

11R @ 6 3"

FLASHING 2" RIGID INSULATION 2" AIR SPACE BATT INSULATION 4" BRICK W8X15 STEEL BEAM 2' CONC. SLAB CONC. SCREW FASTENER PL 11 1/2" X 1/4" SHIM

2' CONCRETE FLOOR

2'-0"

T.O. DOUBLE TEES 24'-0"

8'-3"

3'-2 1/2"

ARC 341 S9

S8 S7

Drawing Description:

BUILDING DETAILS

S2 S1

Project Number Date

DECEMBER 7TH

Drawn By

ANGEL MIRANDA

Checked By Drawing No.

STORE FRONT WEST 1/4" = 1'-0" Scale at ANSI Standard D

PROF. JOHN B DOBBINS

A.4 As indicated

7 T.O. DOUBLE TEES 24'-0"

24'-2"

EXPANSION JOINTS

EXPANSION JOINTS 4" BRICK

AWNING WINDOWS

SECOND FLOOR 12'-0" GUARD RAIL

5" CONC. LANDING WITH 6" FROST WALLS

108B

129D

GUARD RAIL

LOADING DOCK LEVELLER

8" CONC. RETAINING WALL

129E

8" CONC. RETAINING WALL 5" CONC. LANDING WITH 6" FROST WALLS

129F

FIRST FLOOR 0" CONCRETE FOOTING

T. O. FOOTING -3'-8"

South 1/8" = 1'-0"

7 T.O. DOUBLE TEES 24'-0"

4 A.5

CAST-IN-PLACE WAFFLE SLAB

DOUBLE TEE

3 A.5

INVERTED TEE BEAM

WARE HOUSE 129

VESTIBULE 100

SHOW ROOM

BREEZEWAY

130

112

SECOND FLOOR 12'-0"

FIRST FLOOR 0" T. O. FOOTING -3'-8"

OVERALL BUILDING SECTION 1/8" = 1'-0"

COUNTER FLASHING CANT STRIP FLASHING 2" LIGHTWEIGHT CONCRETE DECK W/ BUILT-UP ROOFING FINISH (2) 2" RIGID INSULATION BALLAST

1'-0"

12" PRE CAST WALL PANEL 2" RIGID INSULATION

2" 2" 2" 1/2"

4" BRICK 2" AIR SPACE 2" RIGID INSULATION WAFFLE SLAB

1'-3"

ARC 341

6" HOLLOW CORE SLAB 3/8" NEOPREME PAD HAUNCH

WAFFLE SLAB SUPPORT 3/4" = 1'-0"

Drawing Description:

BUIDLING ELEVATIONS AND SECTION

HOLLOW CORE WARE HOUSE SUPPORT 3/4" = 1'-0"

Project Number Date

DECEMBER 7TH

Drawn By

ANGEL MIRANDA

Checked By Drawing No.

Scale at ANSI Standard D

PROF. JOHN DOBBINS

A.5 As indicated

Building Tech III Steel Spring 25 Third Year

1250

FIRE ROOM

1990 120 3

1250

FIRST FLOOR PLAN

1240

1555

1240

90001250 1250

9000

320 915

VESTIBULE

100A

1240

1535

1688

4500

1688

2089

2087 45905

4500

3 6

1948

238 477 1240 1520 1240

6500 1250 1250 1240 1520 6500 1250 1250

SALES 2 105

915269

104A

325 915288

102

3778

2788

6 3

3 4047

915

PRESIDENT OFFICE 104

1250

9000

1250

1240

1555

SHEET KEY NOTES 1.DASHED LINE INDICATES SOFFIT ABOVE. 2.DASHED LINE INDICATES ATRIUM OPENING ABOVE. 3.SEMI-RECESSED FIRE EXTINGUISHER 1220 AFF. 4.DF, TOP OF RIM 760 AFF. 5.DF, TOP OF RIM 1015 AFF.

WALL SCHEDULE

1 2 3 4 5 6 7 8

FAMILY AND TYPE

FIRE RATING

Basic Wall: FOUNDATION WALLS Basic Wall: EXTERIOR WALLS Basic Wall: 1 HR Fire Walls Basic Wall: 2 HR FIRE WALLS Basic Wall: 2 HR FIRE WALLS BATHROOM WALL Basic Wall: WET COLUMNS 1 HR WALLS Basic Wall: WET COLUMNS 2 HR WALLS Curtain Wall: EXTERIOR GLAZING

COMMENTS

2 HR 1 HR 1 HR 2 HR 2 HR 1 HR 2 HR 1 HR

ARC 342

2 2

FIRST FLOOR PLAN

1240

1.DRAWINGS DO NOT SCALE. 2.ALL DIMENSIONS IN MILLIMETERS UON. 3.EXTERIOR WALL DIMENSIONS TO FACE OF MASONRY. 4.INTERIOR WALL DIMENSIONS TO FACE OF STUDS. 5.OPENINGS IN WALLS ARE M.O. OR R.O, AS APPROPRIATE. 6.ALL DOOR RETURNS 50 MM UNLESS OTHERWISE NOTED OR DIMENSIONED. 7.PROVIDE BLOCKING IN WALLS FOR ALL CASEWORK, FIXTURES, AND ACCESSORIES

1528

1240

915 4008

3382

1647 325 915 1128

103

3 3778

2980

106

GENERAL SHEET NOTES

TYPE MARK

1240

3841 4785 915

368

800

915

915 479 915 2447 915 392

3850

SALES 2 108

105A

102B

84 .9 2°

100B

COMPUTER NETWORK

3778 3

106A

64183

3778

2980

107A

FILES/RECORDS STORAGE

STAFF / RECEPTION AREA 7765

100

95 .0 8° 1250

121B

1250

12503

4546 3

102A

120A

116

103A

4183

RESTROOM

121A

152

1250

152 915 3841

121

116

1250

762

108A

COPY/OFFICE SUPPLIES

2004 115

38832

915 408 915 425

2335

915 1873 152

16456

9000

2697

4855

915 884 957

164 18446

84 .9 2°

4500 6

107

115A

4867

15120

3839

1240

ELEVATOR LOBBY

1 : 100

114A

116A 4

TENANT SPACE 119

1097 762

114

6981

1240

2688

6958

119A

1250

1498 4

3 3

RESTROOM

2400

3577

A102

110

3 JANITOR CLOSET

6413

15117

CONFERENCE

109

1364

110A 109A

3071

A501

7553

1250

1141

8720

SALES

4297

A501

4 A501

2506

6500 4488

8704

915 420

113A 3

117A

111A

915 380

2208

4464

A102

2772

2617 915

8408

915

1240

2 A102

2955

8720

950148915

14770

117

118A

112A

2601

1250

112

113

8704

TENANT SPACE

Room

TENANT SPACE

6500 1250 1250

12815

1240

14786

18446

118B

111 6

TENANT SPACE

6500 1250 1250

1 : 20

INTERIOR STAIR COLUMN 7 21 :HR 20

1240

5727

INTERIOR 1 HR

A102

1114

9437

8370

8736

1240

1250

A102

1250

18446

1250

9000

112B

238

227

451

1240

9000

8546

1250 1250

5225

4000 5084

1240

915

STEEL COLUMN

CORNER BEAD

1240

1250

9000

1250

1240

1119

0001

Project number

5-1-25

Date

B-1

Drawn by

Angel Miranda JKD

Checked by

A102 Scale

As indicated

1/22/2026 9:59:01 AM

1240

1520

4380

1250

6500

1240

4500

4000

34743

1250

4500

9149

1250

A102

A310

4000

1250

1114

9000

6500

1240

4000

3.5

10520

1240

95 .0 8°

1250

9000

1114

1250

7392

1250

3682

1250

1569

1240

1 : 20

369 665 635

1130

45725

38 MM SPRAYED APPLIED FIRE PROOFING CORNER BEAD 2 LAYERS OF 15 MM TYPE X

30679

1 : 20

100 MM BRICK ADJ MASONRY TIES 400 VERT 25 MM AIR SPACE 50 MM INSULATION 18 MM TYPE X GWB

15.9 MM GWB 40 MM STEEL STUD SPRAYED APPLIED FIRE PROOFING CORNER BEAD

423

WET COLUMN DETAIL

915240 1179

236

510

PERIMETER COULMN

1 : 20

94 180

4404

1 : 20

6500

CORNER COLUMN

F SOUND BARS STRAP ANCHOR WELDED TO PIPE DRAIN PIPE

1564

COLUMN 1HR

915

C 38 SPRAYED ON FIRE PROTECTION CORNER BEAD 100 BATT INSULATION 50 RIGID INSULATION 25 MM AIR SPACE BRICK VEENER W/ FLASHING AND VAPOR BARRIER

CORNER BEAD 40 MM STUD 15 MM TYPE X GWB SPRAY APPLIED FIRE PROOFING

1520

ADJ MASONRY TIES 400 VERT STEEL COLUMN 25 MM SPRAY ON FIREPROOFING 152 MM LIGHT WEIGHT STEEL STUD CORNER BEAD

472

15 MM TYPE X GWB LIGHT WEIGHT STEEL STUD CORNER BEAD STEEL COULMN

303

15 MM TYPE X GWB COLUMN

236

197

242

484

E 236

ADJ MASONRY TIES 400 VERT

224

394

354

551

242

194

197

548

CORNER BEAD 40MM STUD SPRAY APPLIED FIRE PROOFING

197

VAPOR RETARDER ON BATT INSULATION 100 MM BRICK 25 MM AIR SPACE ADJ MASONRY TIES 400 VERT 50 MM RIGID INSULATION FIBER GLASS REINFORCED GWB SHEATING 25 MM METAL COULMN

MULTIPLE AIR CONDITIONING UNIT

BALAST

WOOD BLOCKING

203

FIBER CAN'T STRIP

UNDERDECK CLAMP

381

BASE FLASHING

457

EDPM MEMBRANE W/ ADHESIVE

ALUM AC UNIT CURB

BEARING PAD

159

100

STEEL DECKING W/ LIGHTWEIGHT CONCRETE

SOFT COPPER FLASHING

STEEL VENT STACK STAINLESS STEEL CLAMP SEALENT ONE PIECE BOOT WELDED HEAT WELDED LAP

STEEL FRAMING

30 92

381MM STRAINER AND 203MM DRAIN

T.O FINISH ROOF

26900

EPDM ROOFING OVER FLASHING FULLY ADHERED

26900

585

26900

EQUIPMENT CURB LIGHT WEIGHT CONCRETE ON METAL DECKING

427

EDPM ROOFING MEMBRANE

STEEL JOIST

STACK VENT DETAIL

1 : 10

3.5

ROOF DRAIN DETAIL 1 : 10

EQUIPMENT CURB 4 DETAIL 1 : 10

2 3

A108

1:50

F 1:50 1:50

1:50

VENT STACK VENT STACK

8/12

A501

5/12

A108

5/12

8/12

D 7 A501

1 A310

ARC 342

1:50

C 1:50

ROOF PLAN

1:50

A B

0001

Project number

5-1-25

Date Drawn by

ANGEL MIRANDA JKD

Checked by

B-1

T.O FINISH ROOF 1 : 100

A108 Scale

As indicated

1/22/2026 9:59:06 AM

1:50

610 X 1220 ACT

610 1220 ACT STEEL FRAMING

STEEL FRAMING

779

362

1067

2071

458

1067

362

45 300

UP LIGHTING PER SCHEDULE

8591

2158 626

812

1506

300

172 45 60 395

45 455

500

466

162 45

455

3.5

466

626

2758 369

PAINTED 15 GWB TO COVER FRAMING

UP LIGHTING PER SCHEDULE

CELILING PAINTED CAN LIGHTS PER SCHEDULE

ELEVATOR SOFFIT 2 DETAIL 1 : 20 2

3.5

CONFERENCE ROOM DETAIL 3 SOFFIT 1 : 20

PAINTED 15 GWB PER SCHEDULE

REFLECTED CEILING PLAN LEGEND AND NOTES

EXIT

GWB CEILING

PENDENT LIGHT FIXTURE ON DROP

N GWB CEILING

277V IN ALL INSTANCES

GWB CEILING

N EXIT SIGN

TENANT SPACE

Room

111

112

F CEILING MOUNTED SPRINKLER

TENANT SPACE

EXIT

117

TENANT SPACE

CONFERENCE

113

110

SUPPLY AIR DIFFUSER

SALES 109

RETURN AIR DIFFUSER

RESTROOM EXIT

EXIT

114

COPY/OFFICE SUPPLIES

A501 8 A501

A112

JANITOR CLOSET

107

115

116

277V LED IN STAIRWELLS

NIGHT CIRCUIT

EVERYTHING WITH N ADJECT IS NIGHT CIRCUIT

108

RESTROOM

SPOUNCE LIGHT

SALES N

FILES/RECORDS STORAGE

A112

106 ELEVATOR LOBBY 121

SALES

COMPUTER NETWORK

EXIT

105

103

TENANT SPACE

FIRE ROOM

119

120

GWB CEILING N

VESTIBULE

STAFF / RECEPTION AREA

PRESIDENT OFFICE

100

102

104

A B

EXIT

ARC 342 FIRST FLOOR REFLECTED CEILING PLAN

0001

Project number

5-1-25

Date Drawn by

B-1

FIRST FLOOR PLAN 1 : 100

ANGEL MIRANDA JDK

Checked by

A112 Scale

As indicated

1/22/2026 9:59:18 AM

1 A310

3.5

6 LEVEL 8 38000

458

00 / 10

458

/ 10

778 / 1000

BUIDLING ADDRESS INDICATION METAL PARAPET CAP

T.O PENTHOUSE WALLS 31200

100 BRICK T.O PARAPET

13 900

27800

4300

26900

2 SIXTH FLOOR PLAN

4300

22600

2 FIFTH FLOOR PLAN

4300

18300

2 FOURTH FLOOR PLAN

2115

14000

2115

4300

2 THIRD FLOOR PLAN

2185

4300

36200

2185

2115

2185

2115

2185

2115

2285

T.O FINISH ROOF

9700

CURTAIN WALL SYSTEM 2

2 SECOND FLOOR PLAN

100A 2500

5200

2700

5400

100B 1

LEVEL 1 200

EXPANSION JOINT

915 915

ARC 342

GRADE 0

915 915

BASEMENT

SOUTH ELEVATION

-5000

1 : 100

-6525

0001

Project number

5-1-25

Date Drawn by

ANGEL MIRANDA JKD

Checked by

GENERAL SHEET NOTES 1. DRAWINGS DO NOT SCALE 2. ALL DIMENSIONS IN MILLIMETER

A201 Scale

1 : 100

1/22/2026 12:11:48 PM

T.O. ELEVATOR PIT SLAB

SOUTH ELEVATION

18 EXT GWB W/EPDM MEMBRANE

CANT STRIP 75 RIGID INSULATION

METAL COPING WOOD BLOCKING

GRAVEL

DRIP EDGE

T.O PARAPET 27800

ROOF DECKING W/ VAPOR BARRIER AND 175 LIGHTWEIGHT CONCRETE

CONTINUOUS 50 RIGID INSULATION 750

DECK STOP

150

EDPM WATERPROOF MEMBRANE

T.O FINISH ROOF 26900 L87 X 87 X 6 KICKER (TYP.) OF EACH FLOOR K-SERIES JOIST CEILING EXTENSION

VAPOR BARRIER

1300

AIR INFILTRATION BARRIER 18 EXT GWB FLASHING L4 X 4 X 1/4

600

3000

914

2115

285

610 X 610 ACT W/ SUSPENSION WIRES @1220 O.C

SIXTH FLOOR PLAN

GENERAL SHEET NOTES 1. DRAWINGS NOT TO SCALE 2. ALL DIMENSION IN MILIMETERS 3.OPENINGS IN WALLS ARE M.O. OR R.O, AS APPROPRIATE

4300

22600

FIFTH FLOOR PLAN

4300

18300

DECK STOP

FOURTH FLOOR PLAN 4300

14000

THIRD FLOOR PLAN 4300

9700 SECOND FLOOR PLAN 5400 25 SPRAY- APPLIED FIREPROOFING ON ALL BEAMS AND COLUMNS 1400

18 EXT GWB LAG SCREW STEEL ANGLE KICKER: L87 X 87 X 6

610 X 610 ACT W/ SUSPENSION WIRES @1220 O.C

92 FACE BRICK W/ 20 AIR SPACE

MASONRY TIES 610 O.C

600

FLASHING PRE CAST CONC. SILL DRIP EDGE FLASHING 92 FACE BRICK W/ 25AIR SPACE WEEP HOLES @ 610 O.C. DECK STOP

ALUMINUM FIXED WINDOW 12 WOOD SILL WOOD BLOCKING DOUBLE METAL STUD SILL 152 METAL STUD POLYETHYLENE VAPOR BARRIER 15 GWB 152 BATT INSULATION BASE BOARD AS SCHEDULED FLOOR FINISH AS SCHEDULED 75 STEEL DECKING W/ 100 CONCRETE TOPPING

FIRST FLOOR PLAN GRADE 1000

0 610 X 610 ACT W/ SUSPENSION WIRES @1220 O.C

4200

EPDM WATERPROOFING

50 RIGID INSULATION

40 METAL FURRING STRIPS W/ 15 GWB

Drawn by

GRAVEL BASE 230 100 175

175

BASEMENT

WALL SECTION

0001

Project number

5-1-25

Date

FLOOR FINISH VAPOR BARRIER

127 DRAINAGE TILE W/ MESH WRAPPING

WALL SECTION

WATERSTOPS 175 CONC SLAB

GRAVEL SURROUND

ARC 342

200

EXTERIOR GRADE(MIN.1:20 FIRST 610MM)

-5000

ANGEL MIRANDA JDK

Checked by

A310 Scale

1 : 20

1/22/2026 9:59:35 AM

3800

1219

2500

700

L4 X 4 X 1/4

1 : 20

CONC. TREAD W/ NON-SLIP TEXTURE

3.5 9

1306

A501

9407 1372

11T @ 280 = 3080

METAL RISER METAL STRINGER

3649

METAL SLEEVE FOR RAILING POST

BASEMENT 8

-5000

275

A501

4535

200

2400

2545

AREA OF REFUGE

200

1498

2604

3400

152

2755

ELEVATOR PLAN 1 : 50

1447

7 1

1100

GUARDRAIL AND HANDRAIL CONNECTIONS IN GENERAL NOTES BOLT CONNECTION TO SPRINGER HEARD WITH 25 SPRAY-ON FIREPROOFING

883

13T @ 230= 3000

T.O PENTHOUSE WALLS 1181

17025

200

8 A501

GRADE 0

AREA OF REFUGE

1181

9700

119B

1181

ALL BEAMS AND COLUMNS HAVE 25 SPRAYED-ON FIREPROFFING WITH HR-1 RATING THROUGHT ELEVATOR SHAFT

3400

177

THIRD FLOOR PLAN

FIRST FLOOR LEVEL PLAN 1

31200

915

175

1476

T.O PARAPET

2228

900

27800

26900

900

4123

27800

T.O FINISH ROOF 26900

1 : 50

C-CHANNEL LANDING SUPPORT 884

425 915

13T @ 250 = 3250

3222

15R @ 179 = 2700

3890

FIRST FLOOR PLAN

200

1 : 50

GRADE

14R @ 185 = 2600

FIRST FLOOR STAIR PLAN

1422

12T @ 280 = 3640

275

T.O. ELEVATOR PIT SLAB

BASEMENT

STAIR SECTION 1 : 50

2. ALL DIMENSIONS IN MILLIMETERS

3. ALL HAND RAILS ARE ABOVE 915 MM ABOVE FINISHED FLOOR

AREA OF REFUGE

4. ALL GUARD RAILS ARE 1070MM ABOVE FINSIHED FLOOR

BASEMENT STAIR PLAN 1 : 50

0001

Project number

5-1-25

Date Drawn by

ANGEL MIRANDA JKD

Checked by

A501

ELEVATOR SUMP PIT

A501

BUIDLING EGRESS

-5000

-6525

1 : 50

119C

A501 ---

ELEVATOR SECTION

1. INTERIOR WALLS DEMENSION TO FACE OF STUDS

119C

14R @ 185 =2600

-5000

GENERAL NOTES

3044

888

438

ARC 342

8727

5200

5025 275

BASEMENT

STAIR INTERMEDIATE 3 LANDING 1 : 20

A501

0 4

3 2 A501

915

200

METAL RISER

2506 14R @ 179= 2500

175

FIRST FLOOR PLAN

CONC. TREAD W/ NON SLIP TEXTURE METAL STRINGER

8 A501

AREA OF REFUGE

5200

5025

118A 2

915

1422

5400

957

SECOND FLOOR PLAN

CONC. LANDING

1989

175

5400

GRADE

1250

CONCRETE LANDING

SECOND FLOOR PLAN

ALL BEAMS AND COLUMNS HAVE 25 SPRAYED-ON FIREPROOFING WITH HR-1 RATING THOUGHTOUT ELEVATOR SHAFT

FLOOR STAIR 2 CONNECTION 1 : 20

TYPICAL STAIR PLAN 8736

1 : 20

1 : 50 8736

T.O FINISH ROOF

BASEMENT LANDING

TOP FOOR PLAN

T.O PARAPET 1256

Scale

As indicated

1/22/2026 10:03:06 AM

470

31200

1181

T.O PENTHOUSE WALLS

Design VI Integration Steel Construction Spring 25 Fourth Year

A-201 3

40'-9 1/4"

GENERAL SHEET NOTES

A-301 ---

R 17 '-3" R

'-1 16

1/2

1.DRAWINGS DO NOT SCALE. 2.ALL DIMENSIONS IN FEET - INCHES. 3.EXTERIOR WALL DIMENSIONS TO FACE OF EIFS. 4.INTERIOR WALL DIMENSIONS TO FACE OF STUDS. 5.PROVIDE BLOCKING IN WALLS FOR ALL CASEWORK, FIXTURES, AND ACCESSORIES

WALL SCHEDULE 43

'-9

3/8 "

Type Mark

R '-4 15 " 1/8 5" 8'-

5'-10 1/8" 4'-0 7/8" 4'-1 1/4" 4'-1 1/4"

1 7

4'-6"

7 4'-6"

4'-6"

2'-0"

4'-8"

4'-6"

2'-7 1/2"

5'-9 1/2"

1/2"

VESTIBULE 2

2" 2 1/

5'-9

13D

1/2"

14 12

" 2'-8

2'-3"

5'-0"

3'-1"

11 A-502

12B

4'-8 1/2"

7'-1 1/4"

19 1'-6"

4'-8 1/2"

15'-10 7/8"

1'-5 3/4"

15 7 3

6" BATT INSULATION 1" SPRAY APPLIED FIRE PROOFING GWB SCREW

9 5 3 18 21'-0"

CORNER BEAD 1 5/8" C STUD 5/8" TYPE X GWB

MENS BATHROOM

WATER PUMP ROOM

11A

1 A-501 20

5'-9 1/2"

8 7'-5 7/8"

10A

2'-3"

1 5/8" 5/8"

1'-7 7/8"

59'-7 3/8"

JANITOR CLOSET

13E

11 0.0 0°

9'-2"

3'-5"

12 25'-7 5/8"

4'-5 5/8"

6'-6 1/2"

2'-8 3/4"

13C

5'-9

-5 5/8"

5'-9 1/2"

STAIR WAY 1

4'-0 5/8"

WOMENS BATHROOM

10" 3'-0"

4'-6"

21 7

3'-4"

7'-7"

3'-0"

3'-10"

1'-0" 3'-0" 1'-2"10"

1'-5"

8" 0 1/ 3'-1

21 11'-0" R.O

12A

13B

13A

5'-8 1/2"

9 8'-9 3/4"

2'-0 1/2"

16B

25'-6 7/8"

3 A-501

70 .00 °

16 19

13'-5"

STAIR WAY 2

VESTIBULE2 21

5'-9 1/2"

16A

A-301

2'-11 1/8"

12'-4 3/8"

CAFETERIA

24'-3"

25'-2 5/8"

1'-11 3/8"

2 20

25'-0"

16'-5 7/8"

2'-10 5/8"

5 A-101

2'-5 3/4"

11'-2"

8'-5 3/4"

21 135. 00°

00° 135.

22'-0"

4'-0 7/8"

9'-9 1/2"

4A 19

8'-4"

SLAES AND DISPLAY AREA

25'-0"

31'-11"

26'-4"

4'-

3'-8 3/4"

VESTIBULE 3 5

25'-0"

RECEIVING AND HANDLING ROOM

5'-9 1/2"

2'-10 1/2"

8'-4"

19 7 5/8"

53'-1 1/8"

00° 135.

4'-2 1/4"

4 A-101

3'-4 7/8"

2'-9 3/4" 2'-8 1/2"

11" 3'-0"

121A

FOOD STORAGE 6D12 12 ROOM

A-201 2

31'-11"

ACTIVE LOUNGE

2 A-101

33'-4 5/8"

135. 00°

12 12

G 25'-0"

11'-5 1/2"

10 A-502

11'-0 1/8"

14C

48'-4 3/8"

12 6B

4'-0 7/8"

6'-1 3/4"

3 A-101

F 25'-0"

4'-1 1/4"

14B

4'-1 1/4"

12'-0"

15'-0 3/8"

26'-7"

SERVICE LINE AND GRILL AREA

14A

4'-0 7/8"

135. 00°

12'-4"

00° 135.

E 25'-0"

15'-0"

4'-9 7/8"

4'-0"

2 25'-0" A-501

10'-0"

12'-0"

25'-0" 10'-0"

14'-4 3/8"

25'-0"

135. 00°

10'-8 5/8"

A -1'-3 5/8"

18'-1 1/8"

COMMENTS

2 HR 2 HR 2 HR 2 HR 1 HR 2 HR 2 HR 2 HR 1 HR 1 HR 1 HR 1 HR

COOS BAY, OREGON

2'-6 3/8"

Basic Wall: CMU wet walls Basic Wall: Exterior - EIFS on Mtl. Stud 2 Basic Wall: Exterior - EIFS on Mtl. Stud Blue Basic Wall: Exterior - EIFS on Mtl. Stud Stair Walls Basic Wall: Interior - 4" Stud Partition (1-hr) Basic Wall: Interior - 4" STUD Partition (2-hr) Basic Wall: Interior - 4" STUD Partition (2-hr) 2 Basic Wall: Interior - 5 1/2" Partition (2-hr) Stair Walls Basic Wall: VEGETATION WALL Basic Wall: Wall Columns Basic Wall: Wall Columns 2 HR Curtain Wall: Storefront

SOUTHWESTERN OREGON COMMUNITY COLLEGE

50'-9 3/4"

15'-8 1/2"

3 7 8 9 12 13 14 15 18 19 20 21

FIRE RATING

FAMILY AND TYPE

A-101

TYPICAL COLUMN 1HR FIRE RATED ENCLOSURE 3/4" = 1'-0"

3'-1 1/2"

STUDENT UNION

12 A-502

N Drawing Description:

FIRST FLOOR ELEVATION 1/8" = 1'-0"

8 1/2"

2 A-101

CORNER COLUMN DETAIL 3/4" = 1'-0"

1" 1 5/8" 5/8"

5/8" EXTEIOR SHEATING 6" STEEL STUD 1 5/8" STEEL STUD BATT INSULATION 5/8" GBW

1 3'' RIGID INSULATION 6" STEEL STUD STEEL COLUMN 1 5/8" STEEL STUD CORNER BEAD

5/8" 1 5/8" 1'-0" 1 5/8" 5/8"

3 A-101

PERIMETER COLUMN 3/4" = 1'-0"

5/8" TYPE X GWB SPRAYED APPLIED FIRE PROOFING CORNER BEAD STEEL COLUMN

CORNER BEAD SPRAY APPLIED FIRE PROOFING

9 3/8"

1'-6 3/4"

TYPICAL COLUMN ENCLOSURE 1HR 3/4" = 1'-0"

0001

Project Number

2 9 3/8"

A-101

FIRST FLOOR PLAN

1 5/8" STUD

9 5/8"

EIFS EXTERIOR FINISH 2" AIR CAVITY SPRAYED APPLIED FIRE PROOFING 5/8" EXTERIOR SHEATING 6" BATT INSULATION

EIFS EXTERIOR 2" AIR CAVITY 3" RIGID INSULATION

1'-7 1/4"

2'-3 3/4"

1'-6 3/8"

8 3/8"

5/8" 1 5/8" 11 3/4" 5/8" 6" 5/8" 2" 3 1/4" 1"

2'-3 3/4"

1'-6 1/4"

5/8" 1 5/8" 1" 11 1/8" 5/8" 6" 5/8" 2" 3 1/4"

1" 1 5/8" 5/8"

9 5/8"

1 A-101

Date

3/24/26

Drawn By

5/8" TYPE X GWM BAT INSULATION STEEL COLUMN

ANGEL MIRANDA

Checked By Drawing No.

A DOOR LEGEND 1/4" = 1'-0"

NORM LACH

A-101

Scale at ANSI Standard D

As indicated

A-501 5'-0"

A-301 ---

A-501

2A-501 ---

12'-0"

GENERAL SHEET NOTES 1. DRAWINGS DO NOT SCALE

GREEN ROOF ELEVATION 30'-0"

41'-0"

15'-0"

3'-0"

4'-0"

3'-8"

T.O.S ELEVATION 42'-0"

SECOND FLOOR ELEVATION 15'-0"

16B

13C 13D

15'-0"

12B

13E

South Elevation 1/8" = 1'-0"

25'-0"

---

25'-0"

1 A-301

4'-0"

ALUMINUM CLADDING

T.O.S ELEVATION 42'-0"

12'-0"

GLASS RAILING

3'-9 5/8" 2 3/8" 3'-10 7/8" 2 3/8" 3'-10 7/8" 2 3/8" 3'-9 5/8"

3'-9 5/8" 2 3/8" 3'-9 5/8"

3'-8 1/2"

GLASS RAILING

3'-0"

15'-0"

42'-0"

ALUMINUM CLADDING

4'-8 1/8"

GREEN ROOF ELEVATION 30'-0"

STORE FRONT

SECOND FLOOR ELEVATION 15'-0"

WINDOW LEGEND 1/4" = 1'-0"

EIFS FINISH 15'-0"

15E 2B

13C

13D

13E

FIRST FLOOR ELEVATION 0" West Elevation 1/8" = 1'-0"

1 A-501

2A-501 ---

25'-0"

2A-301 ---

C A-501

25'-0"

5'-0"

4'-0"

25'-0"

GLASS RAILING

T.O.S ELEVATION 42'-0"

5'-4"

GLASS RAILING

ALUMINUM CLADDING

STUDENT UNION

GREEN ROOF ELEVATION 30'-0"

4'-0"

3'-8"

12'-0"

ALUMINUM CLADDING

12'-0"

2 A-201

COOS BAY, OREGON

1 A-201

SOUTHWESTERN OREGON COMMUNITY COLLEGE

FIRST FLOOR ELEVATION 0"

A-201

North Elevation 1/8" = 1'-0"

46'-0"

ELEVATIONS

SECOND FLOOR ELEVATION 15'-0" EIFS FINISH

15'-0"

EIFS FINISH

15'-0"

13'-0"

1 5B 5A

14C

14B

Project Number

0001

Date

15'-0"

42'-0"

Drawing Description:

3/24/26

Drawn By

ANGEL MIRANDA

Checked By

14A

FIRST FLOOR ELEVATION 0"

Drawing No.

NORM LACH

A-201

Scale at ANSI Standard D

As indicated

150'-0" 25'-0"

25'-0"

4'-0"

2A-301 ---

27A

20A

21A

22A

23A

24A

GAMING ROOM

12'-0"

2'-0" 3'-8"

19A

15'-0"

15'-0" 61'-0"

18A

GREEN ROOF ELEVATION 30'-0"

15'-0"

12'-0"

T.O.S ELEVATION 42'-0"

SECOND FLOOR ELEVATION 15'-0"

STAIR WAY 2

10'-0"

13 A-502

FIRST FLOOR ELEVATION 0" T.O.T ELEVATION -5'-0"

BASEMENT ELEVATION -15'-0"

1 A-301

BUILDING SECTION 1 1/8" = 1'-0"

A-301

75'-0" 25'-0"

25'-0"

T.O.S ELEVATION 42'-0"

2'-0" 3'-8"

12'-0"

6'-4"

4'-0"

25'-0"

COOS BAY, OREGON

5B 5A

15'-0"

VESTIBULE2

14C

SOUTHWESTERN OREGON COMMUNITY COLLEGE

5'-0"

14B

15'-0"

CAFETERIA 14A

15'-0"

DIRECTOR

47'-0"

25A

51'-0"

15'-0"

GREEN ROOF ELEVATION 30'-0"

STUDENT UNION

SECOND FLOOR ELEVATION 15'-0"

13C

13D

13E

5'-0"

14C

BUILDING SECTIONS

15'-0"

Drawing Description:

CAFETERIA

FIRST FLOOR ELEVATION 0" T.O.T ELEVATION -5'-0"

Project Number

0001

Date

3/24/26

Drawn By

ANGEL MIRANDA

Checked By

2 A-301

BUILDING SECTION 2 1/8" = 1'-0"

Drawing No.

NORM LACH

A-301

Scale at ANSI Standard D

1/8" = 1'-0"

GENERAL SHEET NOTES 1. DRAWINGS NOT TO SCALE 2.OPENINGS IN WALLS ARE R.O, AS APPROPRIATE

3 GLASS RAILING PANEL

DRAINAGE TILE W/ MESH WRAPPING WATERSTOPS 1'-0"

1'-0"

15'-0"

5" 5"

CONCRETE SLAB RIGID INSULATION GRAVEL

FIRST FLOOR ELEVATION 0" WATER PROOFING MEMBRANE FOUDNATION WALL BASEMENT ELEVATION -15'-0" GRAVEL

4" 2" 5"

FLOOR FINISH AS SCHEDULED 5" CONCRETE SLAB VAPOR BARRIER 2" RIGID INSULATION GRAVEL BASE PERIMETER HVAC

15'-0"

FIRST FLOOR ELEVATION 0"

COOS BAY, OREGON

2'-4" 9'-0" 8"

12'-0" 15'-0"

14'-0"

STEEL BEAM

STUDENT UNION

WATERSTOPS DRAINAGE TILE W/ MESH WRAPPING

2'-1"

WATER PROOFING MEMBRANE GRAVEL

SOUTHWESTERN OREGON COMMUNITY COLLEGE

2'-0" 5'-0"

1'-3 7/8" 1'-0"

1" INSULATED GLASS

13'-8 1/8"

15'-0"

SECOND FLOOR ELEVATION 15'-0"

15'-0" 4" 2"

5 3/8"

1 A-502

4" STONE 1" SAND 3" GRAVEL

1'-0" 1'-0" 1'-0" 3'-0"

PARAPET COPING GWB DRIP EDGE BATT INSULATION 5/8" Ext Gypsum Sheathing 2" AIR CAVITY 3" RIGID INSULATION ALUMINUM CLADDING

1" INSULATED GLASS TYPICAL MULLION (SEE DETAIL)

8'-0"

2 A-502

5'-0"

5'-0" 1'-0"

WOOD SLAT CEILING

ALUM GLASS FLODING PANEL DOOR

WATERSTOPS

T.O.T ELEVATION -5'-0"

7'-0"

BATT INSULATION (INSIDE STEEL STUD 5/8" GWB

TYPICAL STORE FRONT DETAIL FIRST FLOOR ELEVATION 0" WATER PROOFING MEMBRANE GRAVEL

DRAINAGE TILE W/ MESH WRAPPING

4 A-502

2'-0" 5'-0" 3'-0" AIR BARRIER 6" STEEL STUD 5/8" EXT GWB SHEATING

6'-0"

4" 2"

5" 5"

5 3/8"

7 A-502

GREEN ROOF ELEVATION 30'-0"

1/8" EIFS BASE 3" RIGID INSULATION

1'-0"

8'-0" 2'-0"

15'-0"

STEEL DECKING W/ CONCRETE TOPPING

DECK STOP 1/16" EIFS FINISH

3" 1" 3 5/8"

4'-9 3/4"

1/16" EIFS FINISH 1/8" EIFS BASE 3" RIGID INSULATION AIR BARRIER 6" STEEL STUD 5/8" EXT GWB SHEATING BATT INSULATION (INSIDE STEEL STUD 5/8" GWB TYPICAL STORE FRONT HEAD (SEE DETAIL) INSULATED GLASS

6 A-502

6'-0"

FLOOR FINISH AS SCHEDULED

SECOND FLOOR ELEVATION 15'-0"

7 5/8"

5 A-502

DRIP EDGE BALLAST 2" LIGHTWEIGHT CONCRETE DECK W/ BUILT-UP ROOFING FINISH 2 LAYERS OF 2"RIGID INSULATION

T.O.S ELEVATION 42'-0"

9 A-502

STORE FRONT SILL (SEE DETAIL) SECOND FLOOR ELEVATION 15'-0"

FLOOR FINISH AS SCHEDULED 5" CONCRETE SLAB VAPOR BARRIER 2" RIGID INSULATION PERIMETER HVAC GRAVEL BASE

8 A-502

3'-1" 7'-1 1/4"

17'-0"

5'-0"

1/16" EIFS FINISH 1/8" EIFS BASE 3" RIGID INSULATION AIR BARRIER 6" STEEL STUD 5/8" EXT GWB SHEATING BATT INSULATION (INSIDE STEEL STUD 5/8" GWB INSULATED GLASS

GREEN ROOF ELEVATION 30'-0" 1/2" COVER BOARD WATER PROFF MEMBRANE 2" POLYISO INSULATION 6" CONCRETE SLAB STEEL BEAM

4'-0"

GREEN ROOF ELEVATION 30'-0"

DECK STOP 1/16" EIFS FINISH 1/8" EIFS BASE 3" RIGID INSULATION AIR BARRIER 6" STEEL STUD 5/8" EXT GWB SHEATING BATT INSULATION (INSIDE STEEL STUD 5/8" GWB

Drawing Description:

WALL SECTIONS

T.O.T ELEVATION -5'-0"

1'-0"

2'-0"

ALUMINUM CLADDING 3" RIGID INSULATION AIR BARRIER 6" STEEL STUD 5/8" EXT GWB SHEATING 5/8" GWB

GRASS 4" GROWING MEDIUM 1" DRAINAGE LAYER ROOT BARIERR

15'-0"

3'-8"

3 A-502

8 1/2" 2 1/2"1'-2" 9 7/8"

1'-0"

3'-0"

Project Number

0001

Date

3 A-501

WALL SECTION 3 1/2" = 1'-0"

2 A-501

WALL SECTION 1 1/2" = 1'-0"

1 A-501

STOREFRONT FOUNDATION WALL SECTION 1/2" = 1'-0"

3/24/26

Drawn By

ANGEL MIRANDA

Checked By Drawing No.

NORM LACH

A-501

Scale at ANSI Standard D

1/2" = 1'-0"

3 1/4"

2" 5/8"

5/8"

4 DRIP EDGE

1/16" EIFS FINISH AS SCHEDULED 1/8" EIFS BASE 3" RIGID INSULATION 2" AIR CAVITY DRIP EDGE EXTERIOR SHEATING

A-502

2" LIGHTWEIGHT CONCRETE DECK W/ BUILT-UP ROOFING FINISH 2 LAYERS OF 2"RIGID INSULATION

ALUM CLADDING

ø 1 5/8"

2" AIR CAVITY 3" RIGID INSULATION 5/8" EXT SHEATING

7/8" 1/2" 3/8" 8

PARAPET METAL COPING 6" STEEL STUD DRIP EDGE

BALLAST

GWB BATT INSULATION STEEL STUD INSULATED GLASS

GLASS GUARD RAIL BATT INSULATION 6" STEEL STUD 5/8" GWB

WINDOW HEAD DETAIL 1 1/2" = 1'-0"

1/2" 3/8"

1 3'-8"

7/8"

METAL SLEEVE FOR RAILING POST CONC. TREAD W/ NON-SLIP TEXTURE

4 A-502

11"

10 3/4"

1/4" 1"

T.O.S METAL COPPING 1 1/2" = 1'-0"

METAL RISER

1/4"

ALUMINUM FIXED WINDOW 6' STEEL STUD 5/8" EXT SHEATING GWB BATT INSULATION 3" RIGID INSULATION 2" AIR CAVITY

DRIP EDGE 2" AIR CAVITY EXTERIOR SHEATING

5/8"

6" STEEL STUD DRIP EDGE

5 5/8"

DRIP EDGE

5/8"

A-502

5/8" 2" 3 1/4"

6" 5/8"

LAG SCREW GWB SCREW

STORE FRONT HEAD MULLION DRIP EDGE INSULATED GLASS

3" WINDOW SILL DETAIL 1 1/2" = 1'-0"

6" STEEL STUD BACKER ROD AND JOINT SELANT

3 1/4"

FIRST FLOOR ELEVATION 0"

5 3/8"

ALUM CLADDING

1'-0 1/2"

TERRAZO CONCRETE SLAB METAL SLEEVE FOR RAILING POST 4 7/8"

1/8" EIFS BASE 3'" RIGID INSULATION

1" 2" 3"5/8"

GRAVEL

5/8"

5 1/8" 1" 1'-0 1/2" 1" 3 1/4" 2" 5/8"

5/8"

A-502

GLASS RAILING DETAIL 1 1/2" = 1'-0"

A-502

STAIR BASE DETAIL 1 1/2" = 1'-0"

6 A-502

2 A-502

5/8" EXTERIOR SHEATING 2" AIR CAVITY 3" RIGID INSULATION 1/8 EIFS BASE

FOLDING DOOR HEAD DETAIL 1 1/2" = 1'-0"

7 1/2"

5/8" 5/8"

TYPICAL JAMB ALUM MULLION 1" INSULATED GLASS

1'-1 1/8"

INSULATED GLASS

3 1/4" 2"5/8"

BATT INSULATION GWB ALUMINUM FOLDING DOOR

2 1/2" 1/4" 2 1/4"

BACKER ROD AND JOINT SELANT 1/16" EIFS FINISH AS SCHEDULED

2 1/4"

5 1/8" 1"

INSULATED GLASS

7/8" 1" 5 5/8"

GWB SCREW 3/8" LAG SCREW DOUBLE LAYER OF GWB (2HR FIRE RATED) 6" STEEL STUD

1/16" EIFS FINISH AS SCHEDULED 1/8 EIFS BASE 3" RIGID INSULATION 2" AIR CAVITY 5/8" EXTERIOR SHEATING 6" STEEL STUD DRIP EDGE

TYPICAL STORE FRONT HEAD DETAIL 1 1/2" = 1'-0"

ALUMINUM WINDOW

7/8" INSULATED GLASS SILL MULLION SECOND FLOOR ELEVATION 15'-0"

BACKER ROD AND JOINT SELANT GWB SCREW

COOS BAY, OREGON

INSULATED GLASS

SOUTHWESTERN OREGON COMMUNITY COLLEGE

METAL STRINGER 1/16" EIFS FINISH AS SCHEDULED

DRIP EDGE

6" STEEL STUD LAG SCREW

11 A-502

TYPICAL STOREFRONT JAMB 1 1/2" = 1'-0"

12 A-502

TYPICAL STOREFRONT MULLION 1 1/2" = 1'-0"

5/8"

5/8" 2"

3 1/4"

1'-0 1/2"

1'-2"

10 A-502

STUDENT UNION Drawing Description:

TYPICAL WINDOW JAMB DETAIL 1 1/2" = 1'-0"

2 1/4"

INSULATED GLASS STOREFRONT SILL FIRST FLOOR ELEVATION 0" BACKER ROD AND JOINT SELANT LAG SCREW FOUNDATION WALL

1'-0 3/8"

2" 10 1/4"

INSULATED GLASS

WALL SECTION DETAILS

5 1/8"1" 7/8"

TERRAZO CONCRETE SLAB

3/8"1/2" 7/8"

5/8" EXTERIOR SHEATING BATT INSULATION GWB 6" STEEL STUD

TYPICAL STORE FRONT 1 1/2" = 1'-0"

6" 1'-0"

A-502

1'-0 1/2"

EXPANSION JOINT RIGID INSULATION FOUNDATION WALL

1" SAND 3" GRAVEL

EXTERIOR FOLDING DOOR SILL 1 1/2" = 1'-0"

1/16" EIFS FINISH AS SCHEDULED 1/8" EIFS BASE 3" RIGID INSULATION 2" AIR CAVITY

5/8"

7 5/8"

3" 1"

3 5/8"

FIRST FLOOR ELEVATION 0"

5 A-502

3 1/4"

EXPANSION JOINT

4" STONE

ALUMINUM FLOLDING DOOR TERRAZO CONCRETE SLAB

5/8" 2"

Project Number

0001

Date

3/24/26

Drawn By

ANGEL MIRANDA

Checked By

ALUMINUM WINDOW

EXPANSION JOINT RIGID INSULATION

7 A-502

1'-0" 1'-2"

TYPICAL STORE SILL MULLION 1" = 1'-0"

Drawing No.

NORM LACH

A-502

Scale at ANSI Standard D

As indicated

Thank You

Contact Info

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