Alexandra Garner Portfolio by A.L.Garner

Portfolio Alexandra Garner

ALEXANDRA GARNER

garner.alexandra94@gmail.com

Education UNIVERSITY OF MARYLAND COLLEGE PARK ·

B.S. of Architecture; Minor in Sustainability

Anticipated May 2017

· GPA 3.7 THE CATHOLIC UNIVERSITY OF AMERICA ·

B.S. of Architecture

Aug 2012- May 2014

· GPA 3.65

Professional Experience

Skills

ARCHITECTURAL INTERN

Photoshop

Illustrator

InDesign

Bignell Watkins Hasser Architects Annapolis, MD May 2016- Present · · ·

Develop and produce schematic designs

Develop and coordinate construction drawings

Wise Choice Construction, LLC.

Hughesville, MD

Manage payroll and office documentsv

File and deal with permit processing

· Rhino

Creating Revit office standards

CONSTRUCTION ADMINISTRATIVE ASSISTANT

Proficiency

· Feb- May 2014

Develop company's marketing website

Revit

· Sketchup ·

AutoCAD

Model Making

· Sketching

VISUAL DISPLAY INTERN

Anthropologie Annapolis, MD ·

Conceptualize written design criteria in a swift manner

Install and document store displays

Design and build visual display pieces for the store

Feb-Aug 2012

Display Intern Blog

alexandthegreatbigwindow.wordpress.com ARCHITECTURAL INTERN

Laurence Abell and Associates

LaPlata, MD

Scan and file both physical and digital media documents

Update digital materials library (Photoshop)

· ·

Document existing buildings and conditions

Develop schematic design drawings, into the construction document phase

CONTENTS

1 2 3 4

MIXED-USE BUILDING UNIVERSITY OF MARYLAND FALL 2016

CHILDRENS LIBRARY UNIVERSITY OF MARYLAND SPRING 2016

SOUNDROOM

UNIVERSITY OF MARYLAND SPRING 2016

4 5 6

BREWERY

THE CATHOLIC UNIVERSITY OF AMERICA SPRING 2013

MULTIMEDIA WORK CUA / UMD 2012 - PRESENT

PROFESSIONAL WORK 2016-PRESENT

MIXEDUSE BUILDING UNIVERSITY OF MARYLAND SPRING 2016

DURATION:4 WEEKS

This project was located in the historic neighborhood of Mt. Vernon in Baltimore, MD. The goal was to create a mixed use multi-family housing project, that would respect the surrounding historic context, The challenge of the project was not only creating a sense of community but additionally relating back to the historic context of the neighborhood.

First Floor Plan

One Bed Apt.

Studio Apt.

Two Bed Apt.

Program

Site

North Charles Elevation

Concept

Read Street Perspective

Read Elevation

Courtyard Perspective

Courtyard Section

North Charles Perspective

Transverse Section

CHILDRENS LIBRARY UNIVERSITY OF MARYLAND SPRING 2016

DURATION:4 WEEKS

In this project we chose what specialized libarart we wanted to design. I chose a children's library, after completing our site analysis and realizing there was a large number of children under the age of 12 in the area. However there wasn't much for them to do within the city of Frederick, this library provides the safe space for activity and growth in the sense of community between the children of Frederick.

Context Influence Diagram

Massing Diagram

Site Plan

Lower Level Plan

Ground Level Plan

Upper Level Plan

Welcome and Play Area Perspective

18 8

South Elevation

Section Perspective

Section B West Elevation

Stacks Perspective

20 10

South Elevation

Atrium Perspective

West Elevation

21 11

SOUND ROOM

UNIVERSITY OF MARYLAND SPRING 2016 DURATION:3 WEEKS

The purpose of this project was to create practice and performance spaces for underground musicans in the H st area of Washington, D.C.. Initially the design was executed as an interiors project. We were eventually provided a site, Eventually, the project evolved to the exterior, creating a cohesive language from the interior to the facade.

PARTI The concept for this project was to take the idea of three music notes and use them to represent the

three different recording studios.

The notes/ rooms exist as organized spaces surrounded by the noise of

the interior skin, that create a vibrant performance space on the first floor.

Longitudional Section

Ground Floor Day Perspective

Ground Floor Night Perspective

Ground Floor Plan

First Floor Plan

Second Floor Plan

Vertical Organization

Daytime Elevation

Organization

Context

Nightime Elevation

Center Edge

BREWERY

THE CATHOLIC UNIVERSITY OF AMERICA SPRING 2014 DURATION:8 WEEKS

We were given the client, D.C. Brau Brewery located in Washington, D.C. They needed a larger facility that could better accomodate their growign buisness and allow for tours without disrupting the brewing process. Research was essential in understanding the brewing process and incorporatign that into the concept of the design and the walkthrough of the spaces.

The process of brewing beer, transforming unrefined raw materials into a refined beverage, is a merical that has taken place form hundreds of years. This miracle begins in the barley fields, a beauty all in its own. Much like the brewing process the barley fields mimics this same language of chaos and order. At close inspection the overlapping barley stalks convey a sense of chaos as one's perception moves outwards the orderly nature of the crop rows become evident. This building mimics this same experience in relation to the brewing process.

30 14

First Floor Plan

Second Floor Plan

Basement Plan

Longitudinal Section

Final Model West Elevation

Final Model NW Street Corner

Interior Lobby Vingettes Looking Towards Brewhouse

33 17

MULT-MEDIA WORK CUA / UMD

2012 - PRESENT

"I prefer drawing to talking. Drawing is faster and leaves less room for lies." -Le Corbusier

American Indian Museum Washington D.C. Graphite 90 min

Site Sketch Key Bridge Georgetown D.C. Graphite 10 min

Meeting the Maker CUA Spring 2014 Graphite 5 hours

Union Station Washington D.C. Graphite 40 min

National Building Museum Column Detail Washington D.C. Graphite 60 min

ANTHROPOLOGIE VISUAL DISPLAY INTERNSHIP Blog Link : alexandthegreatbigwindow.wordpress.com Feburary- May 2015

EARTH DAY RAINFOREST DISPLAY : 3 Weeks

The goal of the installation was to raise awareness of deforrestaion in the rainforrest for Earth Day. We used

newspaper to create the pieces to demonstrate the

connection between deforestation and the media that we used.

Salme Spring Display 2 Weeks

Lolita Spring Display 1 Week

As an Antrhopologie intern I learned to create space in a different light. This forced me to not just create space within the pieces but understand how the pieces occupied space and were experienced from multipule angles. I

truely belive that my experiences at Anthropologie enhanced and widend 40

my understanding of space as a designer.

Hardware Merchandise Display 1 Week

Salme Summer Transformation 2 Weeks

24 42

PROFESSIONAL WORK

BIGNELL WATKINS HASSER ARCHITECTS, PC SUMMER 2016

A 6,500 SF retail pad building for an existing retail development project. The goal of this project was to incorporate similar styles and details existing on site. This project became the Revit reference standard for the firm. My roles were finalizing the schematic design and producing the DD and CD drawings for submission.

25 43

A.2

A3.2

A3.1

A2.1

A3.4

A3.1

A3.4

C.9

D Revision Schedule # Date 1 2

81' - 7 1/2"

6 3/4"

1' - 6 1/4" 4' - 0"

PERMIT /BI SET

40' - 0"

3' - 0"

9' - 0"

2' - 0"

ELECTRICAL SERVICE

23' - 4"

30' - 0"

81' - 4"

1 A3.5

81' - 10 3/4"

A3.1

2 A3.1 80' - 6 3/4"

1 A3.4

37' - 7 3/4"

SLAB LEAVE-OUT

2.9

3' - 4"

2.4

38' - 5 3/4"

A2.1

I 4' - 0"

38' - 5 3/4"

10" METAL STUDS @ 16" O.C. 2

14' - 0 1/4"

2' - 0"

Sim

A5.2

17' - 6 3/4"

25' - 0"

3' - 5"

4x8 F.R.T. PLYWOOD

A3.5

6 3/4" 4' - 0"

ELECTRICAL PANELS. SEE ELEC DWGS.

3 A5.1

2.9

25' - 0" 2

52' - 0 3/4"

1' - 7"

30' - 6"

4' - 0"

GAS METER

Client:

REGENCY CENTE

Sim

Location:

1.5 40' - 0"

7 A5.1

1.6

2' - 1 3/4"

4' - 0"

1.7

2 A1.1

1' - 4"

4' - 0"

1.8

2' - 0"

3' - 4"

1' - 6 1/4"

A3.5

19' - 4 1/2"

A2.1

15' - 0"

4 A3.3

4' - 0"

FDC

B 1 A5.1 1' - 6 1/4"

1' - 6 1/4" 4' - 0"

18' - 4"

4' - 0" 3' - 4"

3' - 4"

23' - 10"

25' - 0"

8 3/4"

4' - 0"

30' - 6"

1' - 4"

16' - 10"

16' - 0 3/4"

1A C

5 A5.1

16' - 0 3/4"

9 1/4"

6 3/4"

4' - 0"

Project:

SHOPS AT STONEW BUILDING I

1.4 1.2

FLOOR PLAN

Drawn by: AG

25' - 0"

80' - 6"

Project No: 02086.50

A.1 A.3

A3.3

A3.1

A.8

A3.3

A3.2

A.9

3 A2.1

Ground Floor Plan 1

FLOOR PLAN

A3.2

A3.1

C.2

2 A3.2

C.8

C.9

8180 STONEWALL SHOPS GAINSVILLE, VIRGI PRINCE WILLIAM CO

A3.1

6 3/4"

4" 1

2' - 3 1/4"

19' - 0"

2 1/4"

1' - 4"

1.1

WATER SERVICE & BACKFLOW PREVENTER

4' - 0"

2' - 1 3/4"

1.3

FIRE SERVICE& BACKFLOW PREVENTER

2' - 0"

A3.1

1' - 6 1/4"

1' - 3"

18' - 4"

25' - 0"

19' - 0"

4 A3.4

Revision

9/30/16 PERMIT COMMENTS 11/18/16 REVISION 2

3' - 4"

6 3/4"

1' - 6 1/4"

17' - 6 3/4"

10' - 0"

25' - 0" 4' - 0"

6" 5' - 0"

6 3/4"

56' - 0 3/4"

1' - 0 1/4" TO INSIDE FACE OF STUD

25' - 6 3/4"

Date: 08/

B-2

A3.3

A3.1

A.9

1' - 4"

ROWLOCK

P-1

B-1 A.2

SOLDIER

3' - 0"

B-1

A3.3

T.O. TOWER 27' - 4"

P-1 G 4' - 8"

M-1 LT1

B-1

CMU-2

B-1

C J

C J CMU-2 E

LOOR 2' - 0"

2' - 0" 9"

4' - 0"

17' - 6 3/4"

CMU-2

25' - 6 3/4"

9" 2' - 0"

P-1

1.4

COMPOSITE WOOD DECKING P-1 TREX SELECY 1x 5.5' E-1 COLOR TBD. T.O. SIDE TOWERS 24' - 0"

EXTERIOR LIGHTING LEGEND SEE ELEC. DWGS. FOR LIGHITNG PLAN & LIGHT FIX. SCHED.

T.O. MAIN BLDG. 21' - 4" AREA OF 5/8" PWD SHEATHING FOR SIGNAGE BY OTHERS

LT-1

DECORATIVE WALL SCONCE LIGHT FIXTURE

LT-2

SURFACE MOUNTED LIGHT FIXTURE W/ EMERGENCY BACKUP AS REQ'D BY CODE B-1

LT-3

SURFACE MOUNTED FLOOD LIGHT FIXTURE

LT-4

RECESSED DOWNLIGHT LIGHT FIXTURE

B-2

STOREFRONT 10' - 0"

LT1

B FINISH FLOOR GENERAL NOTES: 0' - 0" FOR CANOPIES, TRELLISES AND LOUVERS, SEE SPECIFICATION SECTION 05215-ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. CMU-1 ST-1

2 A3.1 4 A3.3

1 2

1.5

2 1

1.8

A3.5

2 A3.5

A3.1

A3.4

1.5

A3.4

A3.1

1.4

1 3 P-1

E-1 E-2 S-1 B-1

T.O. TOWER 27' - 4"

AREA OF 5/8" PWD SHEATHING FOR LT2 SIGNAGE BY OTHERS

AW-1B-2 1' - 4"

E-2

9/30/16 PERMIT C 11/18/16 REVISION

FRONT (SOUTH) ELEVATION 1/8" = 1'-0"

Revision Schedule # Date

CMU-2

4 A3.1

A3.5

A3.1

23' - 9 3/8"

1' - 4"

23' - 9 3/8" EQ

S-1

C J

M-1 E-1

1' - 4"

C J

PER

T.O. MAIN BLDG. 21' - 4"

B-1TOWERS T.O. SIDE 24' - 0"

T.O. B-1 MAIN BLDG. 21' - 4"

AW-1 C J J C

C J

B-1

C J

LT1 B-1

ST-1 LT-2 ON WALL

CMU-2 LT1

FINISH FLOOR 0' - 0"

GAS METER A

CMU-2

CMU-2 FINISH FLOOR 0' - 0"

B-2 H

ST-1

A3.1

3 A3.1

H ELEC PANELS

MIN

CMU-2A

3 A3.1

B-2

WD1

B-1 SIDE (WEST) ELEVATION 2 1/8" = 1'-0"

CMU-2

A3.1

LT2

SIDE(EAST) ELEVATION 1/8" = 1'-0"

JST BRG FRONT 16' - 8"STOREFRONT 10' - 0" B-2

E-1 S-1

CMU-1 STOREFRONT 10' - 0" CMU-2 LT1

3' - 0"

M-2

CMU-1 6 A2.1

Elevation

B-1

CMU-2

AREA OF 5/8" PWD SHEATHING FOR SIGNAGE BY OTHERS T.O. SIDE TOWERS P-1 24' - 0" T.O. T.O. TOWER MAIN BLDG. 27' - 21' 4" - 4"

P-1

WD-1

STONE VENEER MANU: ELDORADO STONE STYLE: SHADOW ROCK COLOR: WILLOW NOTE: PROVIDE FLAT SURFACE FOR ALL LIGHTS

S-1

E-1

CMU-1

SIDETOWER_ELV 1/4" = 1'-0"

STOREFRONT 10' - 0"

E-2 AW-1

ST-1

FDC

Elevation

JST BRG FRONT 16' - STOREFRONT 8" 10' - 0" B-1

AWNING COLOR: #4328 BEAUFORT ALPINE/ BEIGE BAR FRAME COLOR: CHAMPAGNE

AW-1

S-1

P-1

A3.1

B-2

EXTERIOR PAINT MANU: BENJAMIN MOORE COLOR: TO MATCH ADJACENT 2 C.8 C.9 SURFACE A3.2

STOREFRONT MANU: KAWNEER COLOR: CHAMPAGNE

CMU-2

E-1

A3.2

T.O. SIDE TOWERS 24' - 0"

A3.3

4' - 0"

ST-1 A3.1

C.2 3

ST-1

2' - 0"

FINISH FLOOR 0' - 0"

C 3

FINISH FLOOR 0' - 0"

16' - 0 3/4"

CMU-1

A3.1

STOREFRONT 10' - 0"

LT1

A3.2

8' - 0"

T.O. MAIN BLDG. 21' - 4"

MASONRY UNIT MANU: BETCO SUPREME STYLE: GROUND FACE SIZE: 2 SOAP COLOR: #2-8364 (WHITE)

8' - 0"

B-2

2' - 0"

AREA OF 5/8" PWD SHEATHING FOR SIGNAGE BY OTHERS

RONT

P-1 1 24' - 0"

B-2

ROWLOCK

M-2

14' - 4"

B-1

8' - 4 1/16"

2' - 0"

8' - 3 3/4"

CMU-2A

3' - 4"

PWD FOR SIGNAGE

6' - 0"

TOWER ELV_NORTH 1/4" =S-1 1'-0"

B-2

M-1

FINISH FLOOR 0' - 0"

Client:

REGE

CMU-2

5 A2.1 FLOOR FINISH 0' - 0"

Location:

8180 STONE GAINS 45 27 PRINCE

Project:

1.1 3' - 6" 1' - 11 3/4"

F.O. STUD

F.O. FRAMING

1' - 0" 6 1/4"

C.9

2' - 0" 3' - 2"

B-2

11"

STEEL BEAM. SEE STRUCTURAL DWGS.

STOREFRONT 10' - 0"

6" 9"

10 A5.2

1' - 3" 5' - 9"

Location:

F.O. STUD

1' - 8" 3' - 2"

1' - 0"

1' - 6" 5' - 10"

STEEL WIND GIRT & SAG RODS. SEE STRUCTURAL DWGS. BATT INSULATION (R-19) BTWN STUDS, TYP. STOREFRONT 10' - 0"

ARCHITECTURAL STEEL TRELLIS. SEE STRUCT DWGS.

1' - 3" 3' - 0"

2' - 6"

10' - 0"

9 A5.2

2" SOAP BLOCK, TYP. FINISH FLOOR 0' - 0"

Date: 08/16/2016

MASONRY FOUNDATION. GROUT FILL CMU CELLS BELOW GRADE, TYP. SEE STRUCTURAL DWGS.

CONCRETE FOOTING. SEE STRUCTURAL DWGS.

1' - 0"

1' - 3"

Wall Sections 1

WALL SECTION 5 1/2" = 1'-0"

SLAB EDGE

Project No: 02086.50

CONCRETE SLAB W/ VAPOR BARRIER & GRAVEL BASE. SEE STRUCTURAL DWGS.

CONT 2" RIGID INSULATION (R-10), 2FT MIN. DEPTH, TYP.

A3.3

1' - 0" 3"

1 2' - 0"

1' - 3"

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

1 A5.3

2' - 8"

Drawn by: AG

GROUT FILL CAVITY BELOW FLASHING.

CONT 2" RIGID INSULATION (R-10), 2FT MIN. DEPTH, TYP.

CONCRETE FOOTING. SEE STRUCTURAL DWGS.

Sim SLAB EDGE

MASONRY FOUNDATION. GROUT FILL CMU CELLS BELOW GRADE, TYP. SEE STRUCTURAL DWGS.

FINISH FLOOR 0' - 0"

SEE STRUCT DWGS.

1/2" THERMAL EXPANSION JOINT FULL DEPTH OF SLAB. TOP W/ SEALANT

ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP.

CONCRETE SLAB W/ VAPOR BARRIER & GRAVEL BASE. SEE STRUCTURAL DWGS.

SEE STRUCT DWGS.

Sim

2' - 8"

3' - 4"

STEEL BEAM. SEE STRUCTURAL DWGS.

SHOPS AT STONEWALL BUILDING I

CONCRETE SIDEWALK. SEE CIVIL DWGS.

CONCRETE FOOTING. SEE STRUCTURAL DWGS.

F.O. STUD

B.O.S. 1 10' - 0 3/4"

8180 STONEWALL SHOPS SQUARE 2 GAINSVILLE, VIRGINIA A5.2 PRINCE WILLIAM COUNTY

2" SOAP BLOCK, TYP.

CONT 2" RIGID INSULATION (R-10), 2FT MIN. DEPTH, TYP.

SEE STRUCT DWGS.

FINISH FLOOR 0' - 0"

STEEL JOISTS. SEE STRUCTURAL DWGS.

Project:

8" 8"

2' - 8"

3' - 4"

1 A5.3

CONCRETE SLAB W/ VAPOR BARRIER & GRAVEL BASE. SEE STRUCTURAL DWGS.

LK. SEE

NSION OF ANT TION. ELLS P. SEE S.

ROWLOCK. SEE ELEVATIONS

WALL SECTIONS

ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP. 3' - 4"

BELOW

THRU-WALL METAL FLASHING W/ MORTAR NET & WEEP HOLES @ 16" OC

REGENCY CENTERS

PERFORATED METAL PANEL IN 2x2 ANGLE FRAME, PAINTED.

2' - 8"

AR NET 6" OC

PRE-FINISHED STEEL ROD & TURNBUCKLE HANGERS FASTENED TO STEEL PLATES. SEE STRUCTURAL DWGS.

T.O.S.

TURE.

E OVER ON 5/8" G ON 6" .C.

STEEL WIND GIRT & SAG RODS. SEE STRUCTURAL DWGS.

20' - 10"

B-1

1' - 4"

6' - 9"

Client:

RIGID INSULATION (R-25)

SOLDIER COURSE. SEE ELEVATIONS

BATT INSULATION (R-19) BTWN STUDS, TYP.

11' - 0"

10' - 11"

3' - 4"

2' - 8"

OURSE

14' - 9"

MEMBRANE ROOFING SYSTEM OVER RIGID INSULATION (R-25) ON 1 1/2" METAL DECK.

ROWLOCK. SEE ELEVATIONS

STEEL BEAM. SEE STRUCTURAL DWGS.

PLATE

T.O.STEEL

STOREFRONT 10' - 0"

FACE BRICK W/AIR SPACE OVER WEATHER BARRIER ON 5/8" GYPSUM SHEATHING ON 6" MTL STUDS @ 16" O.C.

RIGID INSULATION (R-25) OVER METAL DECK

8 A5.3 1' - 3"

STEEL TUBE ALIGNED W/ HANGING RODS. SEE STRUC DWGS.

AR NET 6" OC

LINTEL HT. 14' - 1" STEEL BEAM. SEE STRUCTURAL DWGS.

22' - 4"

2' - 8" B-2

SEE

THRU-WALL METAL FLASHING W/ MORTAR NET & WEEP HOLES @ 16" OC

CAVITY VENT WEEPS @ 16" O.C. TYP.

PERMIT /BID SET

JST BRG FRONT 16' - 8"

3" DIA. VENTS @ 10' O.C. (PROVIDE MIN 2 VENTS PER PARAPET)

PRE-FINISHED METAL FLASHING

24' - 0"

STEEL JOISTS. SEE STRUCTURAL DWGS.

28' - 4"

PRE-FINISHED STEEL ROD & TURNBUCKLE HANGERS FASTENED TO STEEL PLATES. SEE STRUCTURAL DWGS.

Sim

STEEL CHANNEL. SEE STRUCTURAL DWGS.

EIFS ARCH OVER FACE BRICK. SEE ELEVATIONS.

JST BRG FRONT 16' - 8"

2" EIFS ON 5/8" GYPSUM SHEATHING ON LIGHT GAUGE METAL FRAMING 6 A5.3

B-2

8' - 4"

PROVIDE 5/8" EXT. GRADE PLYWOOD BACKING FOR SIGNAGE. SEE ELEVATIONS. PROVIDE POWER. SEE ELEC DWGS.

RIGID INSULATION (R-25) OVER METAL DECK

MEMBRANE ROOFING SYSTEM OVER 5/8" GYPSUM SHEATHING. OVER KICKERS.

13 A5.3 MEMBRANE ROOFING SYSTEM OVER 5/8" GYPSUM SHEATHING. WRAP OVER TOP OF PARAPET BLOCKING, TYP.

14' - 0"

FACE BRICK W/AIR SPACE OVER WEATHER BARRIER ON 5/8" GYPSUM SHEATHING ON 6" MTL STUDS @ 16" O.C.

STEEL CHANNEL FRAME W/ METAL STUD INFILL. SEE STRUCTURAL DWGS.

SPACE RRIER

5' - 0"

Sim

2' - 0"

9 A5.3

EIFS BRACKET. SEE ELEVATIONS.

5' - 7"

STEEL ANGLE. SEE STRUCTURAL DWGS.

3" DIA. VENTS @ 10' O.C. (PROVIDE MIN 2 VENTS PER PARAPET)

T.O. TOWER BR 22' - 4" 13' - 7"

PRE-FINISHED METAL COPING

28' - 4"

S @ 16"

22' - 10"

6" 4"

T.O. SIDE TOWERS 24' - 0"

3' - 0"

T.O. STEEL T.O. TOWER BR 22' - 4"

F.R.T. WD BLOCKING, TYP. PRE-FINISHED METAL COPING

T.O. SIDE TOWERS 24' - 0"

ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP.

2' - 0" 6"

DWGS. PERMIT COMMENTS MEMBRANE ROOFING SYSTEM OVER 5/8" GYPSUM SHEATHING. WRAP OVER TOP OF PARAPET BLOCKING, TYP.

9/30/16

6" 1' - 1 1/2"

1' - 0"

STEEL TUBE. SEE STRUCTURAL DWGS.

AL R.T. ING

F.O. STUD

1' - 0"

TEXTURED FINISH OVER F.R.T. PLYWOOD

TUBE FRAME TOP & Revision Schedule STEEL BOTTOM OF CHANNELS, TYP. SEERevision STRUCTURAL # Date 1

EIFS BRACKET. SEE ELEVATIONS.

4' - 9"

4' - 0"

STEEL JOISTS. SEE STRUCTURAL DWGS. STEEL BEAM. SEE STRUCTURAL DWGS.

T.O. TOWER 27' - 4"

RECESSED DOWNLIGHT LIGHT FIXTURE. SEE ELEC DWGS.

3' - 6"

1' - 0"

T.O. TOWER 27' - 4"

1.2

2' - 7 1/2" 6"

RIGID INSULATION (R-25) OVER METAL DECK

1' - 0"

EL ANGLE. SEE UCTURAL DWGS.

F.O. STUD

PRE-FINISHED METAL FASCIA W/CLEATS

F.O. STUD

10 A5.3

FINISHED METAL CIA W/CLEATS

1' - 0"

2' - 0"

1' - 6 1/4"

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

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

3 5/8"

2' - 1"

Revis #

1' - 0" 6" FUTURE INTERIOR FINISH. BY OTHERS

EDGE OF SLAB

6" 3 1/4"

6 3/4"

6 3/4" 1 1/2" FURRING. SEE STRUCTURAL DWGS. 4" CMU W/AIR SPACE OVER WEATHER BARRIER ON 5/8" GYPSUM SHEATHING ON 6" MTL STUDS @ 16" O.C.

5/8"

1' - 0"

1 1/2"

F.O. STOREFRONT

1' - 0"

1' - 3"

EDGE OF SLAB TYP.

6" 6" 6 1/4"

1' - 6 1/4"

5/8"

CONT AIR/MOISTURE BARRIER OVER 5/8" GYPSUM SHEATHING

1.2

2' - 1"

3 5/8"

STRUCTURAL DWGS.

BOTTOM OF CHANNELS, TYP. SEE STRUCTURAL DWGS.

FUTURE INTERIOR FINISH. BY OTHERS

)

1 1/4"

STRUCTURAL DWGS.

O.C.

2.9

12" METAL STUDS @ 16" O.C. SEE STRUC DWGS. 4' - 0"

STEEL COLUMN. SEE STRUCTURAL DWGS.

8 3/4"

ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP. SEALANT & BACKER ROD, TYP

C.2 5

SIDE PILASTER CMU 1 1/2" = 1'-0"

REAR PILASTER CMU 1 1/2" = 1'-0"

A.2 2' - 1"

2' - 1"

1' - 6 3/16"

6 5/8" 1' - 3"

3 3/8"

4 5/8"

F.O. STOREFRONT

CMU

6" METAL STUDS @ 16" O.C. SEE STRUC DWGS.

1.4

CMU BELOW

STEEL COLUMN. SEE STRUCTURAL DWGS.

FUTURE INTERIOR FINISH. BY OTHERS

1 1/2" FURRING. SEE STRUCTURAL DWGS.

12" METAL STUDS @ 16" O.C. SEE STRUC DWGS.

CONT AIR/MOISTURE BARRIER OVER 5/8" GYPSUM SHEATHING

STEEL COLUMN. SEE STRUCTURAL DWGS.

CAST STONE VENEER SYSTEM OVER WEATHER BARRIER ON 5/8" GYPSUM SHEATHING ON 12" MTL STUDS @ 16" O.C. 1' - 7 7/8"

Cli 1.4

1' - 11"

CONT AIR/MOISTURE BARRIER OVER 5/8" GYPSUM SHEATHING

FUTURE INTERIOR FINISH. BY OTHERS

1' - 10 7/8"

1 1/2" FURRING. SEE STRUCTURAL DWGS.

12" METAL STUDS @ 16" O.C. SEE STRUC DWGS.

4" CMU W/AIR SPACE OVER WEATHER BARRIER ON 5/8" GYPSUM SHEATHING ON 6" MTL STUDS @ 16" O.C.

STEEL COLUMN. SEE STRUCTURAL DWGS.

6" METAL STUDS @ 16" O.C. SEE STRUC DWGS. STEEL COLUMN. SEE STRUCTURAL DWGS.

1 1/4"

ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP.

FACE BRICK W/AIR SPACE OVER WEATHER BARRIER ON 5/8" GYPSUM SHEATHING ON 6" MTL STUDS @ 16" O.C.

ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP.

3 5/8"

5/8"

8 1/8"

SILL BELOW

6 13/16" 1 5/16"

CMU BELOW

1' - 8"

1' - 11" 4' - 0"

C.8

1' - 0"

C.9

4' - 0"

1.2

2' - 1"

5/8"

3 1/4"

6 3/4"

4 3/4" 2"

SHIM AS REQ FACE BRICK W/AIR SPACE OVER WEATHER BARRIER ON 5/8" GYPSUM SHEATHING ON 6" MTL STUDS @ 16" O.C.

EDGE OF SLAB

SHIM AS REQUIRED

1' - 1 1/2"

EDGE OF SLAB TYP.

1' - 3"

F.O. STOREFRONT 1' - 0"

3' - 11 7/8" 1' - 6 1/4"

1.2

2' - 1"

1' - 0"

EDGE OF SLAB. TYP.

SEALANT & BACKER ROD, TYP

1' - 1" 6 3/4"

1' - 3"

F.O. STOREFRONT 1' - 0"

ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP.

SEALANT & BACKER ROD, TYP ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP.

Pro

1' - 0" EDGE OF SLAB

1' - 11"

4" CMU W/AIR SPACE OVER WEATHER BARRIER ON 5/8" GYPSUM SHEATHING ON 6" MTL STUDS @ 16" O.C.

2' - 1"

4' - 0"

C.8

C.9

Plan Details 2

CORNER PILASTER_ STONE 1 1/2" = 1'-0"

Dra

CORNER PILASTER_ CMU 1 1/2" = 1'-0"