Mark Koski Design Portfolio by Mark Koski

MK MARK KOSKI design Portfolio

to view more, please visit: www.markkoski.blogspot.com

GRAPHIC DESIGN Warehouse Marketing Render

DFWIA Signature Bridge Proposal Holiday Inn Rebranding Package

ARCHITECTURAL & INTERIOR DESIGN Commercial Storefront Renovation Drive-In Self Storage Facility BWI Restroom Modernization BWI Concourse Charging Stations

DRAWING & DRAFTING BWI Tenant Relocations Fairfax County Water Mgmt Facility Warehouse Development Park

GRAPHIC DESIGN Warehouse Marketing Render Rendered pavement improvements and paint scheme for an existing commercial warehouse facility near Baltimore, Maryland.

GRAPHIC DESIGN DFWIA Signature Bridge Proposal

Rendering post-production and proposal submittal package layout design illustrates the team’s vision for a new bridge to serve as a signature landmark at the highway entry to DallasFortworth International Airport.

BRIDGE TRAFFIC

BARRIER

ACCENT

LIGHTIN

TING

AY LIGH

ROADW

1 TALOG NENT CA

COMPO

l sm, unti g a cha ft. We spannin ra e g irc a rid b d te ly a construc possible – the e is simp of a de A bridg rt the look kes the airpo ple and s ic im a r of peo ture is it m what m nsporte c a te ru tr st ra a l b e s cele tunn es a ft that serv , the roadway e of an aircra d aircraft n m e ra t rf ent, e m tha d rt n a u To p e s. m d of th goo ger co iscent symbolic notes a passen y remin curved, d con l Parkwa e roadway a a n ro o e ti a Th belly. r Intern abin. Th lights on ircraft c hes ove with arc views from an a k of overhead colors o w lo e o rt e d th sso d of win ws from nt lighting in a o of the rr t o h b ig e lighting ith acce s. Variation in h w t urved h c g r fli e n o th a night call butt rts and o o d p ming te p o a c su in t ils tra like illum d roadway ligh g. rtex con an d curvin voke vo n e a n g g si accent in e irl n d o e sw ti th c , f ft je o ra ro ts irc l p elemen f the a e a digita wings o comes es can b e g b a ss g e off the in m n . sh scree us images and enter the airport e m e Th rio ou here va ged as y w n n a e h c re ly sc si d and ea displaye 13

GY I R E N E X RTE

VO TING AY LIGH ROADW TES VISIBLE CREA THM AD RHY OVERHE NG T LIGHTI ACCEN UITY N TI N O SAC CREATE MOTION LIGHT IN OF BLUE

VOKES BODY IN BRIDGE OF THE N O THE NOTI IRCRAFT A F AN BODY O

BRIDGE

MOTION

S BARRIER TRAFFIC CLASSIC Y TE LA U EM ETR N GEOM AVIATIO

ND ASTBOU

Y-E OADWA

BRIDGE HWAY THROUG RVES SE L E TUNN UDED TR X E AS AN LD O THRESH

SECTION

T ACCEN ARCHES SING INCREA UENCY Q E FR IN

TUNNEL

Y OADWA

ILLU

ECTION RIDGE S

STIM N O I T A MIN

ND PLAZA A PUBLIC UILDING B T R O P SUP LACE A NEW P REATING

DISPLAY TIVE SKIN E BODY INTERAC TH S EMULATE RAFT AND C IR OF AN A ES VISITORS M WELCO

GRAPHIC DESIGN DFWIA Signature Bridge Proposal

PLACE

TS MOMEN

RIENCE

OF EXPE

of a series r tes with nt devia ce in the cente e m n lig dway a new spa new space in a te a The roa re e to rves to c the bridges. Th e home slight cu n could b betwee eld Drive ew observation irfi A h median rt ian of No h as a n bridge the med ancements suc nd pedestrian a nh es. Atfuture e support building departing plan d ned as nd n a la g p in iv deck an lly ia arr ce is init rve the pment to obse new spa onomic develo vel, the c brates e le le t e e u d c b t , ra a g th rea aped a museum bridge within sc re d n tu la fu a sa t to the l include vilion, potentia laced adjacen Parkway, a pa the l p a g n n in o o iz ti ti a m ia av tern maxi ridge ian of In ce. By ns, the b ce the med ional park spa ia d e m e la it p d th d h a a it t w u b and ities structure pportun f itself. design o ger be a static ation in and o lon stin will no t is a de ergy tha with en 15

TING

SING

BRID

N PHA GE DESIG 1

ACTIVA

NE UND LA WESTBO E FOR G ID 1. BUILD R B XISTING 2. USE E TRAFFIC

PUBLIC I

FFIC FOR TRA IDGE R B BRDG 1. USE W LISH EXISTING B NE 2. DEMOEASTBOUND LA TAIL 3. BUILD MONUMENTAL 4. BUILD TUNNELS 5. BUILD LANDSCAPING 6. BUILD

N BRID EDESTRIA

TUR C U R T S A INFR 3

DECK VATION 1. OBSER RT BUILDING O P P IDGE 2. SU RIAN BR 3. PEDEST

L POTENTIA

HASES

FUTURE P 4

CTIVE

PERSPE RIAL SITE

DYNAM

CONC APPRO EXPER MON

LAN

ED SITE P

PROPOS

LAND TUN BRID

UM 1. MUSE ION 2. PAVIL 3. PARK

F O

SU O M P

GRAPHIC DESIGN DFWIA Signature Bridge Proposal

GRAPHIC DESIGN Holiday Inn Rebranding Package Colored elevation renderings for a rebranding of a hotel in Aberdeen, Maryland show the design for a new paint scheme and lighted branding elements. Subtle tones underscore the emphasis of the bold green lighting and signage for the new Holiday Inn location.

ARCHITECTURAL & INTERIOR DESIGN Commercial Storefront Renovation

An architectural facade treatment and structural repairs of an existing retail tobacco location along a busy commercial corridor in Towson, Maryland. A pair of studio apartments were also designed for the second floor.

Date No.

A302

REWORK ELECTRICAL SERVICE AS REQ'D. COORDINATE WITH BGE.

EDIT

EXISTING BRICK SIDWALK

MAINTAIN EXISTING PROPERTY LINE.

SF1

CONTINOUS THIN BRICK VENEER FINISH.

PROVIDE NEW THRU-WALL SCUPPER. CLOSURE PER MANUFACTURER RECCOMENDATION

EDIT

F6B

1' - 4"

SF1

WRAP GYP. BD. FINISH AT WALL END

HARDIE LAP SIDING S-1

0' - 4"

-0' - 11"

TERMINATE BRICK AT STOREFRONT SYTEM.

SF1

1' - 3"

PROVIDE CONTINUOUS METAL COPING TO COVER NEW WALL SYSTEM OVER EXISTING EXTERIOR WALL.

P3I CONTINOUS GYP. BD. FINISH 5' - 7 1/2" SIGNAGE/ LETTERING PER OWNER SELECTION.

ENLARGED ENTRY PLAN

1/2" = 1'-0"

PROVIDE CONTINUOUS BRICK FINISH BR-1 AT BASE OF STOREFRONT SYSTEM.

P3E2

P3E

3-5/8" Metal Stud @ 16"o.c.

422 YORK ROAD TOWSON, MD 21204

HARDIE LAP SIDING S-1

Continuous Membrane 1/2" Plywood, Sheathing Grade

1/2" Cement Board

FACADE AND APARTMENT RENOVATIONS

PAINT FINISH P-2

S-1 Hardie Lap Siding Panel

PROVIDE CLOSURE PER MANUF. RECOMMENDATION.

1/2" Thin Brick Veneer

EXISTING MASONRY WALL REPLACE GYP. BD. AS REQ'D.

BRICK FINISH BR-1

3-D VIEWS8

PROVIDE BRICK FINISH BR-2 AT FACE OF STAIR RISER

Project Number BRICK FINISH BR-1

PROVIDE ANTI-SLIP METAL TREAD COVER.

Date

EXISTING FURRING

NEW STOREFRONT SECTION - THIN BRICK AT LAP SIDING PROVIDE NEW CONTINUOUS METAL COPING

1" = 1'-0"

19-017

AUGUST 9, 2019

Drawn By

MAK

Checked By

RDH

8/9/2019 10:57:01 AM

BRICK FINISH BR-2

PROVIDE NEW CONCRETE WATER TABLE - SEE SECTIONS

I:\2019\19-017\19-017 422 York Road.rvt

HARDIE LAP SIDING S-1

BRICK FINISH BR-2

PROVIDE NEW THRU-WALL SCUPPERS

CONCRETE WATER TABLE

A900

THIN BRICK VENEER

Scale

EXISTING MEMBRANE ROOF. FLASH/ PATCH AS REQ'D.

1/2" CEMENT BOARD SHEATHING

ROOF 20' - 0"

ROOF CONTINUOUS MEMBRANE 20' - 0" 1/2" TREATED PLYWOOD

NEW WOOD JOIST ROOF - SEE STRUCTURAL.

1-1/2" FURRING CHANNEL

NEW GUTTER ALIGNED WITH EXISTING

WRAP MEMBRANE FLASHING INTO ROUGHT OPENING TO ALIGN WITH SILL MEMBRANE FLASHING BELOW. MAKE ALL JOINTS WATER TIGHT.

SEALANT AND LF6 BACKER ROD NEW GUARDRAIL - SEE DETAILS.

P3B

P3E STOREFRONT SYSTEM GWB-2

NEW GYP. BD. CEILING GWB-2

8' - 0" A.F.F. W05

GREY LIGHT TINTED INSULATED GLAZING

W02

EXISTING MASONRY WALL

MULLION, BLACK ANNODIZED FINISH.

6' - 11 1/4"

F3B GR2

6' - 8" MIN.

A501

NEW GYP. BD. FINISH - TYP.

7" MAX

TREATED WOOD BLOCKING AS REQ'D NEW FLOOR FINISH. SEE FINISH SCHEDULE

PROVIDE NE SEE FINISH

STOREFRONT SILL EXISTING MASONRY WALL

LEVEL 2 8' - 5"

LEVEL 2 EXISTING INTERIOR FURRING 8' - 5" CONTINUOUS GYP. BD. FINISH.

GWB-1

LF5 NEW STAIRCASE AND SUPPORTS - SEE STRUCTURAL.

7' - 6" A.F.F.

P6E

7' - 6" MIN.

PROIVDE CONTINUOUS 1 HOUR RATED SYSTEM.

F3B

EXISTING WOOD JOIST FLOOR. STOREFRONT JAMB SISTER DETAIL NEW JOISTS TO FACE -

3" = 1'-0"

PROVIDE CO

8 A103 P3E2

P3E

EXTEND INSTULATION IN WALL CAVITY TO OVERLAP EXISTING EXTERIOR WALL

ATTACHED BUILDING

8' - 5

SEE STRUCTURAL.

MAINTAIN EXISTING PROPERTY LINE ALONG FRONT FACADE.

EXISTING ST

EXISTING INTERIOR FURRING

EXISTING BU

P6E3

EXISTING WO

REPLACE FLOOR FINISH IN-KIND. SEE FINISH PLANS.

LEVEL 1 0' - 0" LEVEL 0.1 -0' - 11 1/4"

CONTINUOUS BD. FINISH - TYP. EXISTINGGYP. MASONRY WALL

LEVEL 1 0' - 0"

HVAC SHAFT

GRADE -2' - 3 1/2"

NEW FLOOR JOIST SEE STRUCTURAL. CLOSURE AND GAP PER MANUFACTURER RECOMMENDATION

NEW MASONRY WALL SEE STRUCTURAL.

EXISTING CONCRETE PAD. INFILL AS REQ'D.

EXISTING MASONRY WALL ON ADJACENT PROPERTY

LEVEL 1 0' - 0"

LEVEL 0.1 -0' - 11 1/4"

GRADE -2' - 3 1/2"

GRADE 5 -2' - 3 1/2"

EXISTING MASONRY WALL WITH INTERIOR FURRING

F3B

PROVIDE NEW WALL SYSTEM

NEW STOREFRONT SECTION - ENGLARGED PLAN - LOW CUT PLA 1/2" = 1'-0"

EXISTING WOOD JOIST FLOOR

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

1' - 7 5/8"

3' - 0"

2' - 9"

NEW CONCRETE FOOTING - SEE STRUCTURAL.

EXISTING MASONRY WALL SF1 0' - 1 1/4"

NEW MASONRY FOUNDATION WALL - SEE STRUCTURAL.

EXISTING BUILDING FOOTING NEW CONCRETE SLAB ON STONE BASE. SEE STRUCTURAL.

TOP OF FOOTING -8' - 6 1/2"

TOP OF FOOTING 0' - 0 1/4" -8' - 6 1/2" SF1

P2E

IN-FILL CONCRETE PAD AS REQ'D Sim TO FACILITATE FACADE WORK. 7 SF1 A103 EXISTING MASONRY WALL

CRAWL SPACE OP NEW CONCRETE WATER TABLE PROVIDE CLOSURE PER MANUF. RECOMMENDATION.

P3E

GREY LIGHT TINTED, INSULATED GLAZING BLACK ANNODIZED ALUMINUM MULLION CONTINUOUS GYP. BD. FINISH - TYP.

EXISTING MASONRY WALL WITH INTERIOR FURRING

STOREFRONT SILL

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

1/2" = 1'-0"

3 SCALE

FEET

CROSS SECTION 1 1/2" = 1'-0" NEW STOREFRONT SECTION - ENGLARGED PLAN 4 1/2" = 1'-0"

GENERAL NOTES - NEW WORK: GENERAL NOTES - NEW WORK: 3

A302

STING PROPERTY LINE.

3 3 A300 A302

A201

A302

A300

1. MAINTAIN AREA OF WORK TO MINIMIZE MAINTAIN AREA OF WORK TO MINIMIZE DISTURBANCE TO EXISTING GROUND LEVEL DISTURBANCE TO EXISTING GROUND LEVEL BUSINESS OPERATIONS. BUSINESS OPERATIONS. 2. MAINTAIN LIMITS OF EXISTING BUILDING MAINTAIN LIMITS OF EXISTING BUILDING PROPERY LINE ALONE FACADE THROUGHOUT PROPERY LINE ALONE FACADE THROUGHOUT RELOCATED GUTTER AND DOWNSPOUT, ALIGN WITH EXISTING GUTTER SYSTEM. RELOCATED GUTTER AND DOWNSPOUT, ALIGN WITH EXISTING GUTTER SYSTEM. THE COURSE OF NEW WORK. THE COURSE OF NEW WORK. 3. ELECTRICAL RECEPTACLES LOCATED NEAR 3. ELECTRICAL RECEPTACLES LOCATED NEAR NEW THRU-WALL SCUPPERS, ALIGNNEW WITH EXISTING THRU-WALL THRU-WALL SCUPPERS,PENETRATIONS. ALIGN WITH EXISTING THRU-WALL PENETRATIONS. PLUMBINGTO AND/OR WET LOCATIONS HOFMANN TO BE GFCI. PLUMBING AND/OR WET LOCATIONS BE GFCI. 4. GYP. BD. WALLS PLUMBING OR IN 4. GYP. BD. WALLS CONTAINING PLUMBING ORCONTAINING IN ASSOCIATES, INC WET LOCATIONS TO RECEIVE MOISTURE WET LOCATIONS TO RECEIVE MOISTURE RESISTENT GYP. BD. RESISTENT GYP. BD. 606 Baltimore Ave. Suite 102 5. COORDINATE WINDOW LOCATIONS WITH 5. COORDINATE WINDOW LOCATIONS WITH NEW Towson, NEW Maryland 21204 NEW METAL GUTTER CONNECTED TO NEW METAL GUTTER CONNECTED TO WORK ELEVATIONS. WORK ELEVATIONS. EXISTING TO CREATE CONTINUOUSEXISTING SYSTEM. TO CREATE CONTINUOUS SYSTEM. 410-828-9090 6. NEW BUILDING BARRIER TOfax BE A 6. NEW BUILDING WEATHER BARRIER TO BE WEATHER A 410-828-4433 CONTINUOUS PER MEMBRANE SYSTEM PER PROVIDE ADDITIONAL CONTINUOUS ROOF MOUNTED MEMBRANE SYSTEM PROVIDE ADDITIONAL ROOF MOUNTED ELECTRICAL POLE TO MANUFACTURERS CARRY ELECTRICAL POLE TO CARRY MANUFACTURERS RECOMMENDATIONS. RECOMMENDATIONS. 3

A300

PROVIDE NEW STOREFRONT ROOFPROVIDE NEW STOREFRONT ROOF CANOPY. SEE NEW WORK SECTIONS. CANOPY. SEE NEW WORK SECTIONS.

ARCHITECTS

0' - 4"

-0' - 11"

ARCHITECTURAL & INTERIOR DESIGN

NEW NEW METAL COPING OVER PARAPETNEW METAL COPING OVER PARAPET - METAL COPING OVER PARAPET NEW METAL COPING OVER PARAPETBLACK ANNODIZED ALUMINUM AL-1.BLACK ANNODIZED ALUMINUM AL-1. BLACK ANNODIZED ALUMINUM AL-1BLACK ANNODIZED ALUMINUM AL-1

S-1 Hardie Lap Siding Panel Continuous Membrane

PATCH/ FLASH ROOF AS REQ'D - TYP. PATCH/ FLASH ROOF AS REQ'D - TYP.

A302

PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESE DOCUMENT WERE PREPARED OR APPROVED B ME, AND THAT I AM A DULY LICENSE ARCHITECT UNDER THE LAWS OF THE STATE OF _______________ MARYLAND

A201

LICENSE NUMBER: 16781 ______________

EXPIRATION DATE: 12/19/2019 ______________

THE CONCEPTS, IDEAS, DESIGNS AN IMAGES ARE INTENDED ONLY FOR TI PROJECT SPECIFIED ON THIS SHEE AND ARE THE SOLE PROPERTY OF HOFMANN ASSOCIATES, INC. THEY ARE NOT TO BE REPRODUCED OR USED BY OTHERS WITHOUT WRITTE PERMISSION BY HOFMANN ASSOCIATES, INC.

Commercial Storefront Renovation

1" x 10" WOOD FASCIA - PAINT FINISH. NEW 1" x 10" WOOD FASCIA - PAINT NEW FINISH.

EXISTING MASONRY WALL EXISTING FURRING

NEW METAL GUTTER CONNECTED TO NEW METAL GUTTER CONNECTED TO EXISTING TO CREATE CONTINUOUSEXISTING SYSTEM. TO CREATE CONTINUOUS SYSTEM. 2 0 2 4 6 2 8 2 4 6 0 10

NEW WORK PLAN NEW - ROOF WORK LEVEL PLAN - ROOF LEVEL 3

1/4" = 1'-0"

A302

A300

F3B

30 SF(USF) F3B

CLOSET 14

30 SF(USF)

F3B

P6F 1' - 2"

7' -8'11" - 6"

3' - 0"

7' - 11"

8' - 1"

A302

5 A103

3 3 A302 A300

A302

A300

A201

7' - 8"

P2E

SF1

-1' - 5 3/4"

A302 -2' - 1 1/4"

A201 -

SF1 F6B

-1' - 5 3/4" 11 4 -0' - 11 1/2" -0' - 11 1/4" A302

4' - 1"

8' - 4" 2' - 11"

2 8

0 10

1 A300

FEET SCALE

10 FEET

2/A106 15' - 10"

2/A106

15' - 10"

EXISTING P.R.

21 SF(USF)

-0' - 11 1/4" 0' - 0"

NEW RAIN LEADER LOCATION NEW RAIN LEADER LOCATION 1 A501 8 NEW METAL PAN STAIRCASE PROVIDE NEW METAL PAN STAIRCASE PROVIDE A501 AND LANDING. SEE DETAILS. AND LANDING. SEE DETAILS.

1 A501 NEW SIDING, WEATHER BARRIER, AND NEWEXTERIOR SIDING, WEATHER BARRIER, AND EXTERIOR RATED PLYWOOD SHEATING. REPLACE WALL RATED PLYWOOD SHEATING. REPLACE WALL INSULATION FROM EXTERIOR ACESS - TYP. FULLFROM EXTERIOR ACESS - TYP. FULL INSULATION HEIGHT OF WALL. HEIGHT OF WALL. P6E

NEW COLUMN EMBEDDED IN WALL - TYP. SEE STRUCTURAL.

-0' - 4"

NEW FLOOR - SEE STRUCTURAL.

P3I

EXISTING STORAGE

EXISTING RETAIL

691 SF(USF)

SF1 NEW GYP. BD. FINISH SILL ALIGNEDNEW GYP. BD. FINISH SILL ALIGNED WITH BASE OF STOREFRONT WITH BASE OF STOREFRONT

FLR1

EXISTING STORAGE

154 SF(USF)

REWORK UTILITIES AT REQ'D. F3B NEW MASONRY WALL - SEE STRUCTURAL. NEW MASONRY WALL - SEE STRUCTURAL. F3B

A302

F3B

-2' - 3 3/4"

-0' - 4"

02 02 DN 4 R @ 0' - 6 5/8" NEW FLOOR - SEE STRUCTURAL. Stair STR2

SF1 EXISTING RETAIL

8 A501

P6E

-2' - 3 3/4"

0' - 0" NEW COLUMN EMBEDDED IN WALL - TYP. SEE STRUCTURAL.

PROVIDE NEW METAL STAIRCASE AND LANDING. SEE DETAILS. PROVIDE NEW METAL PAN STAIRCASE AND LANDING. SEEPAN DETAILS.

4' - 8" 3' - 9"

EXISTING P.R.

-0' - 11 1/2"

01 9

SF1 NEW CONCRETE WATER TABLE

Date No.

P3E

SF1

SF1 SF1

P3I 6 6 A103 A103 SF1 RETE WATER TABLE NEW EXTERIOR WALL AND NEW EXTERIOR WALL AND DOOR IN PLACE OF REMOVED. LOSURE PER DOOR IN PLACE OF REMOVED. COMMENDATION.

A302

1/4" = 1'-0"

A300

18 R @ 0' - 7" Stair STR1

4' - 8" 3' - 9"

01 -2' - 1 1/4"

7' - 8"

P3E

NEW CONCRETE WATER TABLE

P2E P3E 18 R @ 0' - 7" Stair STR1

F6B

LAN ANE- LOW CUT PLANE

8' - 4"

4' - 1"

56' - 3"

NEW ALUMINUM FRAMED STOREFRONT

SEE WINDOW ON ELEVATIONS.

F3B 8' - 1"

NEW EXTERIOR WALL BUILT OVER EXISTING. NEW EXTERIOR WALL BUILT OVER EXISTING.

4 A103

NEW ALUMINUM FRAMED STOREFRONT

F3B

SEE WINDOW ON ELEVATIONS.

F3B

4' - 1"

EDIT

W05

FLR1

4 R @ 0' - 6 5/8" Stair STR2 1

A201

22' - 7"

SF1

4 A103

ASONRY WALL OR FURRING

4' - 3"

F3B

3' - 0"

EDIT

15 59 SF(USF)

SCALE

NEW GYP. BD. FINISH SILL ALIGNEDNEW GYP. BD. FINISH SILL ALIGNED WITH BASE OF STOREFRONT WITH BASE OF STOREFRONT

5 A103

F3B W05

F3B

4' - 3"

4' - 1"

5' - 5" 3' - 0"

A201

5' - 8"

F3B

A201

P6E

BATHROOM

1/4" = 1'-0"

NEW ALUMINUM FRAMED STOREFRONT NEW ALUMINUM FRAMED STOREFRONT

F3B

1/4" = 1'-0"

56' - 3"

A201 -

A500

59 SF(USF)

1 P3B +

P6E

BATHROOM 3' - 0"

NEW (2) HOUR RATED WALL - UL U334 NEW OR(2) EQUAL. HOUR RATED WALL - UL U334 OR EQUAL.

NEW WORK PLAN NEW - LEVEL WORK 2 PLAN - LEVEL 2 2 1/4" = 1'-0"

A500

P3B

11 8 SF(USF)

EDIT

W02

22' - 7"

VERIFY IN FIELD 8' - 6"

F3B

1' - 2"

P3E

VERIFY IN FIELD

3' - 0"

3' - 7"

2' - 10"

P3B

P6F

0' - 3"

F3B P3B

4' - 1"

F3B

CLOSET

3' - 0"

P3B

0' - 7"

A302 P3E

P3B

65 SF(USF)

CLOSET P3B +

120 SF(USF)

P3B

BEDROOM

2' - 10"

3' - 5"

8 SF(USF)

2' - 11"

P3B

11 LIVING P3B ROOM

CLOSET

5' - 8"

4' - 9"

12 132 SF(USF) 120 SF(USF)

10 88 SF(USF)

A500

P3B

LIVING BEDROOM ROOM 13

KITCHEN

W02

2' - 10"

3' - F3B 5"

P3B

132 SF(USF) P3B

88 SF(USF)

A500

2' - 7"

9 SF(USF)

BEDROOM

KITCHEN

3' - 7"

07 11 SF(USF)

STUDIO APT. "B" 438 S.F.

1' - 3"

CLOSET

P3B

6' - 4"

A302

P6E

W01 10

0' - 3"

10' - 6"

1' - 9"

9 SF(USF) F3B

P3B STUDIO 05 APT. "B" 0' - 3" 438 CLOSET S.F.

5' - 5" 3' - 0"

6' - 8"

P3B

P3B 05 0' - 3" F3B CLOSET

BEDROOM 06

5' - 11"

P6E

1' - 2"

4' - 9"

W01

W01 W01

4' - 10"

179 SF(USF)

0' - 7"

W01

2 A501

4' - 5' 7" - 11"

W01

P3B

W01

4'4'- 10" - 1"

7' - 9"

LIVING ROOM 07 04

F3B

4' - 7"

2' - 10"

179 SF(USF)

W01 W01

3' - 0"

11 SF(USF)

4' - 6"

F3B

P3B P3B STUDIO APT. "A" CLOSET 404 S.F.

1' - 7"

3' - 0"

SF2

9' - 8"

4' - 1"

1' - 2"

9' - 8" 5' - 9"

2' - 7"

DN 2 A501

0' - 3"

1' - 2"

LIVING ROOM

SF2

F3B

2' - 7"

P6E2

6' - 8"

P3B 1' - 9"

STUDIO W01 12 APT. "A" P6E2 404 S.F.

2 W01

1' - 2"

A201 12

4' - 6"

A302

1' - 9"

3' - 8"

04 0' - 3"

1' - 7"

A302 A201 -

P3E

1' - 9"

45 SF(USF)

P3B

08 P3E

5' - 9" A500

BATHROOM 08 W01

09 45 SF(USF) 58 SF(USF)

P3B

P3E

1' - 6"

1' - 3"

09 58 SF(USF)

Stair STR1

P3B

P3B 1' - 9"

A500 4 BATHROOM KITCHEN 08

2' - 9"

KITCHEN

+ A500

1' P3B - 6"

3 P3B

P3E

2' - 7"

1' - 9"

P3B

18 R @ 0' - 7" W02

Stair STR1

2' - 8"

A500 2' - 9"

3' - 8"

W01 2' - 8"

W01

F3B P3B

P3B

1 A300

3' - 4"

P3E 18 R @ 0' - 7"

1 A300

0' - 5"

3' - 4"

W02 W02

F3B

0' - 5"

7' - 6" 8' - 7"

P3E

P3B

A201

10 FEET

INFILL EXISTING EXTERIOR WALL ASINFILL REQUIRED EXISTING EXTERIOR ASWEATHER REQUIREDBARRIER, AND NEWEXTERIOR SIDING, WEATHER BARRIER, AND EXTERIOR NEW WALL SIDING, AT REMOVED WINDOW LOCATIONSAT - TYP. PLYWOOD WALL REMOVED WINDOWRATED LOCATIONS - TYP.SHEATING. REPLACE RATED PLYWOOD SHEATING. REPLACE WALL INSULATION FROM EXTERIOR ACESS - TYP. FULLFROM EXTERIOR ACESS - TYP. FULL INSULATION 7' - 6" HEIGHT OF WALL. HEIGHT OF WALL.

0' - 3"

8' - 7"

W02

A201

FEET SCALE

Description

3 3 A300 A302

0' - 3"

2 A302

3' - 0"

3 A302

PROVIDE NEW STOREFRONT ROOFPROVIDE NEW STOREFRONT ROOF CANOPY. SEE NEW WORK SECTIONS. CANOPY. SEE NEW WORK SECTIONS.

1/4" = 1'-0" SCALE

10' - 6"

1/4" = 1'-0"

7' - 9"

LAP SIDING3

A201

P6E AT REQ'D. P6E REWORK UTILITIES EXISTING BELOW-GRADE STAIR TO EXISTING BELOW-GRADE STAIR TO F3B REMAIN. COVER WITH EXISTING ON-SITE REMAIN. COVER WITH EXISTING ON-SITE F3B STEEL PLATE WHEN NOT IN USE. STEEL PLATE WHEN NOT IN USE. F3B NEW RAIN LEADER LOCATION NEW RAIN LEADER LOCATION M8

NEW WORK PLAN - BUILDING A

SONRY WALL R FURRING

LAN

422 YORK ROAD TOWSON, MD 21204

A201

NEW ROOF TO MATCH ADJACENT. PROVIDE NEW ROOF TO MATCH ADJACENT. PROVIDE CONTINUOUS ROOF FINISH. SEE STRUCTURAL. CONTINUOUS ROOF FINISH. SEE STRUCTURAL.

6" / 1'-0" (V.I.F.)

3-5/8" Metal Stud @ 16"o.c.

6" / 1'-0" (V.I.F.) 6" / 1'-0" (V.I.F.)

1/2" Plywood, Sheathing Grade

NOT FOR CONSTRUCTION

FACADE AND APARTMENT RENOVATIONS

A201 -

6" / 1'-0" (V.I.F.)

A302

6" / 1'-0" (V.I.F.)

A302 A201

6" / 1'-0" (V.I.F.)

6" / 1'-0" (V.I.F.) 6" / 1'-0" (V.I.F.)

INCOMING SERVICE MAIN. COORDINATE INCOMING SERVICE MAIN. COORDINATE REQUIREMENTS WITH BGE. REQUIREMENTS WITH BGE.

19-0

Project Number

VERIFY IN FIELD

VERIFY IN FIELD 2/A106

1/4" = 1'-0"

2/A106

Drawn By

Checked By

DIMENSIONAL INCONSISTENCY MAYDIMENSIONAL OCCUR AT SOUTH INCONSISTENCY MAY OCCUR AT SOUTH CORNER OF BUILDING CORNER OF BUILDING - FACADE WALL SLIGHTLY OFF AXIS- FACADE WALL SLIGHTLY OFF AXIS

NEW WORK PLAN NEW - LEVEL WORK 1 PLAN - LEVEL 1 1

AUGUST 9, 20

Date

1/4" = 1'-0"

2 8

0 10

A103

1/4" = 1'-0" SCALE

FEET SCALE

FEET Scale

As indicat

Egress Path Legend

1" = 20'-0"

Specialty Equipment Schedule - Life Safety Type Mark FE

Count Keynote 97

Image

10 44 16

Model

Description

Generic

10-A,80-B:C Fire Extinguisher - Dy Chemical

1 HOUR FIRE BARRIER

Life Safety Keynote Legend FD

2 HOUR FIRE BARRIER

Fire Rating Legend

9.1

DESIGNATES DEDICATED SMOKE/HEAT VENT PER BALTIMORE COUNTY COUNCIL BILL 40-15 SECTION 910.2.2.1 REQUIREMENTS. SEE SCHEDULES AND DETAIL 5/A602

1/4" = 1'-0"

408' - 0"

16' Heat Vent Spacing

28' - 0"

26' - 0"

36'

26' - 0"

48'

Heat Vent Spacing

26' - 0"

48'

Heat Vent Spacing

26' - 0"

42'

Heat Vent Spacing

26' - 0"

42'

Heat Vent Spacing

26' - 0"

28' - 0"

20' - 0"

33'

Heat Vent Spacing

114L

20' - 0"

39'

Heat Vent Spacing

STAIR SOUTH

26' - 0"

48'

Heat Vent Spacing

114A

26' - 0"

42'

Heat Vent Spacing

26' - 0"

Heat Vent Spacing

114K

16'

114

EGRESS DOOR - TYP. 33' - 0"

FE FD

107F

5' - 8 1/2"

6' - 8 1/2"

5' - 8 1/2"

6' - 8 1/2"

5' - 8 1/2"

7' - 8 1/2"

107G

3' - 9 1/2"

107H

STAIR WEST

MACHINE ROOM #1

112

34'

5' - 8 1/2"

116

FE FE

ELEVATOR SHAFT #1

0.1

0.2

115

17.1 17.2

26'

34'

Heat Vent Spacing

30' - 0"

22' 30' - 0"

FE 6' - 11"

Heat Vent Spacing

114B

103G

C.9 8'

114R

114Z FE

164' 213'

FLR1

103 37,016 SF(USF)

FIRE EXTINGUISHER - TYP. FE

49'

DRIVE-IN DOOR 34' - 8 1/2"

PUBLIC SPACE

103A

DRIVE AISLE

35' - 0"

48'

Heat Vent Spacing

221' - 0"

232' 195' DRIVE-IN DOOR

107D

10 44 16

PROVIDE KNOX BOX FOR FIRE DEPARTMENT ACCESS SP109

E.1

117

15'

118 106 MACHINE ROOM #2

FE 107B

107A

34'

118

6' - 8 1/2"

5' - 8 1/2"

6' - 8 1/2"

5' - 8 1/2"

7' - 8 1/2"

4' - 0 1/2"

EGRESS DOOR - TYP. FE 107E FD

103B

109 FE FE

109

110B

STAIR NORTH

110

PUMP ROOM

16' Heat Vent Spacing

119

36'

48'

Heat Vent Spacing

103C FD

Heat Vent Spacing

STAIR EAST

ELECTRICAL

105

Heat Vent Spacing

33' - 0"

ELEVATOR SHAFT #2

104

16'

38'

Heat Vent Spacing

30' - 0"

101A 102

107

101

25'

30' - 0"

F F.4

114S

OFFICE FD

23'

110A

108

24'

Heat Vent Spacing Heat Vent Spacing

27'

48'

39'

33'

Heat Vent Spacing

9.1

FIRST FLOOR OVERALL LIFE SAFETY PLAN 1/16" = 1'-0"

16'

32'

HOFMANN ASSOCIATES, INC.

PATRIOT STORAGE

606 Baltimore Ave. Suite 102 Towson, Maryland 21204 410-828-9090 fax 410-828-4433

Seal

2760 LORD BALTIMORE DRIVE WINDSOR MILL, MARYLAND 21244

PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF _______________ MARYLAND LICENSE NUMBER: 16781 _______________

Name

FIRST FLOOR - COMMO RENTABLE LOCKERS FIRST FLOOR: 46 RENTABLE LOCKERS SECOND FLOOR - COM SECOND FLOOR: 42 Grand total

Description

THE CONCEPTS, IDEAS, DESIGNS AND IMAGES ARE INTENDED ONLY FOR THE PROJECT SPECIFIED ON THIS SHEET AND ARE THE SOLE PROPERTY OF HOFMANN ASSOCIATES, INC. THEY ARE NOT TO BE REPRODUCED OR USED BY OTHERS WITHOUT WRITTEN PERMISSION BY HOFMANN ASSOCIATES, INC.

Date

9/27/2019 1

County Comments

Patriot Storage, LLC

GRAPHIC & MATERIAL SYMBOLS 100 West Road - Suite 304 Towson, Maryland 21204 Phone: 410-296-3800 Fax: 410-296-1590

Persons Mincin, Patel, Milano Inc. (Rounded) SF Per6511 Person Harford Road

61 SF 61 SF 230 SF 174 SF

913 Ridgebrook Road - Suite 318 Sparks, Maryland 21152 100 1 Phone: 410-785-3202 100 Fax: 410-785-3204 1 Contact: Bob Green / 1 John Lins 500 Email: rgreen@phoenixdesign.us 300 1 Email: jlins@phoenixdesign.us

500 500 500 300

1 1 1 1

135 SF

300

151 SF

300

Heat Vent Spacing

300

28,313 SF 68,051 SF

500

57 152

ELEVATION MARK - INTERIOR

KEYNOTE TAG - CSI DIVISION

NORTH ARROW

Date

18-179 9/27/2019

Drawn By

MAK

Checked By

RDH

A002

64' Scale

As indicated

ALL WORK SHALL BE PERFORMED ACCORDING TO JOINT REQUIREMENTS AND DECISIONS OF ALL LOCAL AUTHORITES

USE GROUP : S-1 STORAGE CONSTRUCTION TYPE : IIB (2B) HEIGHT : 38'-0" MAX. NUMBER OF STORIES : 2

A new 2 story, concrete tilt-up, drive-in self storage facility was in design development when I took over as project lead. It was my responsibility to retro-fit the design based on newly discovered life safety requirements. I took the project through the permitting 1

SIM

SECTION MARK - WALL SECTION

A101

BUILDING IS TO BE EQUIPPED WITH A CONVENTIONAL SPRINKLER SYSTEM AS PER MARYLAND STATE FIRE PREVENTION CODE THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 100FT AS PER 2015 IBC TABLE 1014.3 THE EXIT TRAVEL DISTANCE SHALL NOT EXCEED 250FT AS PER 2015 IBC TABLE 1017.2

TAG LEGEND:

PROPOSED TENANT MAXIMUM OCCUPANT LOAD PER 2015 IBC TABLE 1004.1.2 EXCEPTIONS = SEE OCCUPANCY TABLE THIS SHEET

CW01

CASEWORK TAG

CWF1

CASEWORK FILLER TAG

CLG1

CEILING TAG (W/ HEIGHT)

1'-0" A.F.F. 1SFNT

101

1/22/2020 9:50:32 AM

2760 LORD BALTIMORE DRIVE WINDSOR MILL, MARYLAND 21244

OVERALL FIRST FLOOR LIFE SAFETY PLAN Project Number

STATE OF MARYLAND - ACCESSIBILITY CODE: COMAR 05.02.02 STATE OF MARYLAND; A.D.A. 2010 EDITION; F.H.A.A. ACT OF 1988 - REHAB CODE: COMAR 05.16.01 MARYLAND BUILDING REHABILITATION CODE; 2012 INTERNATIONAL EXISTING BUILDING CODE

DESIGN CRITERIA:

SECTION MARK - CROSS SECTION

A101

I:\2018\18-179\18-179 Windsor Station Self-Storage.rvt

SIM

FIRE CODES: - 2015 NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A. 101) - FIRE PREVENTION CODE - 2015 EDITION N.F.P.A. 1 - LOCAL N.F.P.A. AMENDMENTS

Drive-In Self Storage Facility

ROOM TAG - (W/-W/OUT AREA)

150 SF

PATRIOT STORAGE

BUILDING CODES: - 2015 INTERNATIONAL BUILDING CODE - 2015 INTERNATIONAL MECHANICAL CODE - 2015 NATIONAL STANDARD PLUMBING CODE - 2014 NATIONAL ELECTRICAL CODE - 2015 INTERNATIONAL ENERGY CODE

LOCAL AMENDMENTS: - FIRE CODE: BALTIMORE COUNTY BILL 63-13, REPLACES BALTIMORE COUNTY BILL 48-10 - BUILDING CODES: BALTIMORE COUNTY BILL 41-15, REPLACES BALTIMORE COUNTY BILL 17-13

Room name

Heat Vent Spacing

A101

101

ELEVATION MARK - EXTERIOR

210 SF

Ref

135 SF

A101 1

Heat Vent Spacing

232 SF 231 SF 241 SF 151 SF

BALTIMORE COUNTY:

Ref

100 Fax: 410-254-7100 6 Contact: Paul Milano 1 100 Email: pmilano@mpm-engr.com 500 75 300 Phoenix Design Group1LTD.

DRA

SYMBOL LEGEND:

Baltimore, Maryland 21214 Phone: 410-254-7500

597 SF 98 SF 37,016 SF 17 SF

Ref

Heat Vent Spacing

Area

BUILDING CODE DATA

ARCHITECTURAL & INTERIOR DESIGN

BC Table 1004.1.2 - Total Area

Ref

Heat Vent Spacing

CY TABLES C

Area S

EXPIRATION DATE: 12/19/2019 _______________

No.

Heat Vent Spacing

ARCHITECTS

CURTAIN / STOREFRONT PANEL TAG

DOOR TAG - FOLLOWS ROOM NUMBER

and construction administration phases, reviewing submittals and responding to RFI’s. FLR1

FLOOR TAG

FR1

FURNITURE TAG

GM1

GENERIC MODEL TAG

GR1

GUARD RAIL TAG

HR1

HANDRAIL TAG

ME01

MECHANICAL EQUIPMENT TAG

MW01

MILLWORK TAG

PAS1

PLUMBING ACESSORY TAG

PF1

PLUMBING FIXTURE TAG

RF01

ROOF TAG

SP201

SPECIALTY EQUIPMENT TAG - INTERIOR PHASE

SP101

SPECIALTY EQUIPMENT TAG - SHELL PHASE

CW1

WALL / CURTAIN WALL TAG

WALL / FURRING TAG

WALL / PARTITION TAG

SF1

WALL / STOREFRONT TAG WINDOW TAG

VICINITY MAP

HAI - Discipline Order 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture 1 - Architecture: 41 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural 2 - Structural: 19 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical 3 - Mechanical: 14 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical 4 - Electrical

Sheet Number

She

A001 A002 A003 A100 A101 A102 A103 A104 A120 A121 A122 A123 A124 A130 A141 A142 A143 A144 A145 A150 A201 A202 A203 A211 A212 A300 A301 A302 A303 A304 A305 A306 A310 A311 A312 A313 A601 A602 A603 A701 A702

COVER SHEET OVERALL FIRST FLOOR LI OVERALL SECOND FLOOR OVERALL FIRST FLOOR P FIRST FLOOR PLAN - PAR FIRST FLOOR PLAN - PAR FIRST FLOOR PLAN - PAR FIRST FLOOR PLAN - PAR OVERALL SECOND FLOOR SECOND FLOOR PLAN - P SECOND FLOOR PLAN - P SECOND FLOOR PLAN - P SECOND FLOOR PLAN - P ROOF PLAN LARGE SCALE PLAN VIEW LARGE SCALE PLAN VIEW LARGE SCALE PLAN VIEW LARGE SCALE PLAN VIEW LARGE SCALE PLAN VIEW ROOM LEGEND ELEVATIONS - EAST / WES ELEVATIONS - NORTH ELEVATIONS - SOUTH INTERIOR ELEVATIONS INTERIOR ELEVATIONS CROSS SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS STAIR SECTIONS STAIR SECTIONS STAIR SECTIONS STAIR SECTIONS SCHEDULES SCHEDULES SCHEDULES SPECIFICATIONS SPECIFICATIONS

S101 S102 S103 S200 S201 S202 S203 S204 S205 S206 S207 S208 S401 S402 S403 S404 S405 S601 S602

FOUNDATION PLAN SECOND FLOOR FRAMING ROOF FRAMING PLAN TYPICAL WALL PANEL DET NORTH WALL PANELS NORTH WALL PANELS EAST WALL PANELS EAST WALL PANELS SOUTH WALL PANELS SOUTH WALL PANELS WEST WALL PANELS WEST WALL PANELS FOUNDATION DETAILS FLOOR FRAMING DETAILS ROOF FRAMING DETAILS SECTIONS SCHEDULES & MISC. DETA STRUCUTRAL SPECIFICAT STRUCTURAL SPECIFICAT

M101 M102 M103 M104 M121 M122 M123 M124 M130 M201 M301 M401 M402 M501

MECHANICAL PART FIRST MECHANICAL PART FIRST MECHANICAL PART FIRST MECHANICAL PART FIRST MECHANICAL PART SECO MECHANICAL PART SECO MECHANICAL PART SECO MECHANICAL PART SECO MECHANICAL ROOF PLAN MECHANICAL PART PLANS MECHANICAL DETAILS MECHANICAL NOTES, RIS MECHANICAL SCHEDULES MECHANICAL SPECIFICAT

E101 E102 E103 E104 E105 E121 E122 E123 E124 E125 E131 E201 E301 E302

ELECTRICAL PART FIRST ELECTRICAL PART FIRST ELECTRICAL PART FIRST ELECTRICAL PART FIRST ELECTRICAL PART FIRST ELECTRICAL PART SECON ELECTRICAL PART SECON ELECTRICAL PART SECON ELECTRICAL PART SECON ELECTRICAL PART SECON ELECTRICAL ROOF PLAN ELECTRICAL PART PLANS ELECTRICAL DETAILS ELECTRICAL DETAILS & R

High quality renderings of various design schemes to provide a client review committee with multiple options of design asthetics for the restroom enhacements.

ARCHITECTURAL & INTERIOR DESIGN BWI Restroom Modernization

ARCHITECTURAL & INTERIOR DESIGN BWI Concourse Charging Stations

As a part of a holdroom expansion project at BWI airport, the design and fabrication drawings for a new set of charging stations that would occupy the center space of a busy terminal. The architecture, material choices, electrical design, and seating were all part of the total package.

2X6 WOOD STUD (TYP.)

SOLID SURFACE - NIGHT SKY

SOLID SURFACE (TYP.) 1/2" PLYWOOD (TYP.)

24" (TYP.)

STEEL SQUARE TUBE (TYP.)

24" (TYP.)

CHARGING STATION - PLAN VIEW

2 A.502

SCALE:

6 1/2" SOLID SURFACE - SILVER BIRCH

3/4"= 1'-0"

7 1/2"

2'-0"

(2) USB/PORT 110V DUPLEX CHARGE OUTLET

3/4" ELECTRICAL METALLIC TUBIN SOLID SURFACE - NIGHT SKY

SOLID SURFACE (TYP.)

SS FRAME WITH 1" DIA. STANDOF 1/2" PLYWOOD (TYP.)

3/4"

" R1/2 ) (TYP

STEEL SQUARE TUBE (TYP.)

CONTINUOUS Z-CLIP FOR ACCES

SOLID SURFACE (TYP.)

SQUARE JUNCTION BOX WITH S SEE ELEVATION FOR LOCATION. 2X6 BLOCKING (TYP.) CROW WORKS, FIXED I-BEAM STOOL, OR EQUAL SOLID SURFACE - SILVER BIRCH

COUNTER SUNK STAINLESS STEEL ANCHOR BOLT EPOXIED INTO CONCRETE SLAB

2X6 TOP SILL

STOOL BASE TO BE AFFIXED DIRECTLY TO CONCRETE. CARPET SHOULD BE CUT TO FIT AROUND BASE.

SOLID SURFACE (TYP.)

3/4"

SS FRAME WITH 1" DIA. STANDOFF 1/2" PLYWOOD (TYP.)

SS FRAME WITH 1" DIA. STANDO

CONTINUOUS Z-CLIP FOR ACCES

STAINLESS STEEL ANCHOR BOL (2) 2X6 BOTTOM SILL 6 A.503

STEEL SQUARE TUBE (TYP.) ANCHOR DESK TO WALL

DECORATIVE WIRE MESH

CHARGING STATION - SECTION

NG (EMT) CONDUIT

SOLID SURFACE (TYP.) DECORATIVE WIRE MESH

4'-2"

3'-4"

STAINLESS STEEL FRAME

3 A.502

S.S. FACEPLATE. .

2'-2 7/8"

3 1/2"

2'-2 7/8"

3 1/2"

2'-2 7/8"

3 1/2"

2'-2 7/8"

5 3/4"

CHARGINIG STATION - FRONT ELEVATION SCALE:

3/4"= 1'-0"

ARCHITECTURAL & INTERIOR DESIGN A.501

7 1/2"

BWI Concourse Charging Stations

2'-0"

SS.

2'-2 7/8"

5 3/4"

2'-6 3/8" (TYP.)

OFF

SS.

4 A.501

LT @ 12" O.C.

2 A.502

CHARGING STATION - PLAN VIEW SCALE:

3/4"= 1'-0"

33'-9 1/4" (TYP)

C-1

CT103A

CT105A

CT105

CT105D

CT100G

CT105E

CT100M

CT100L

CT100T

CT100N

DRAWING & DRAFTING BWI Tenant Relocations KEY NOTES

LEGEND

CT100F

CT100G1

CT100T

Sample drawings to relocate tenants of leasable space at BWI airport. I was responsible for architectural and electrical aspects of the set of drawings, which included a comprehensive aboveceiling conduit plan, as low ceiling heights in the area dictated that the ceiling be raised, and conduits relocated. GRAPHIC SCALE

C-2

C-3

KEY PLAN

DRAWING & DRAFTING Fairfax County Water Mgmt Facility Working proposal drawings for a new water facility in Fairfax County, Virginia illustrate a sample phasing plan of how the site would be best developed.

DRAWING & DRAFTING Warehouse Development Park The final iteration of a feasibility study for potential commercial land development geared towards industrial and logistics users. The plan aims to achieve the balance of such elements as market rate site FAR, parking and stormwater management requirements.

THANK YOU