Radoslaw Bafia Design Portfolio

Pappadeaux Seafood Kitchen August 2008 - May 2010Server

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RESUME

OBJECTIVE: Seeking a full time or internship position in which I can contribute my ideas and knowledge in a challenging field, with aspirations to expand my comprehension in the field of Architecture. EDUCATION: Illinois Institute of Technology, Chicago, ILProfessional Bachelor of Architecture(5 year program) May 2012Minor in Business May 2012

TECHNICAL SUMMARY:Drawing Techniques: Hand Drafting, Computer Aided Drafting, Computer 3d Modeling, Physical Hand Modeling, and Illustrator/Photoshop work. Operating Systems: Windows. Mac OSSoftware: Microsoft Office, Adobe: Photoshop, Illustrator, InDesign, Autodesk AutoCAD, Rhino3d, 3d Studio Max, Google Sketch up ,Autodesk Revit, Autodesk Ecotect, IES VE Suite/Gaia, Autodesk Vasari, Wordpress & more.

WORK HISTORY:Studio D Architecture LLC June 2010-October2010 March 2011-Present Intern Architect

Interpaint Inc. July 2007 - June2010 Office worker/Painter

Bromal Construction Summer 2009 Carpenter/ Residential Construction Worker

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Office (65)

Office (75)

Office (55)

Hotel (55)

Hotel (34)

Condo (50)

Condo (40)

Condo (45)

Condo (45)

Retail (1)

Retail (1)

Retail (1)

Retail (1)

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shop | DINE | LIVE | WORK | LEARN | LIVE Radoslaw Bafia

8 Acre DevelopmentHarrison & Wells, Chicago

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Building Breakdown

TChicago. We had to develope a budget, marketing plan, market analysis, financial performa, logo, name,

Using code and other data collected, I developed a design which would be easy and inexpesive to build, considering the financial costs of all aspects of the building. I calculated everything from the cost of windows to the amount of parking needed per code. In the same semester we also designed either a 30 story hotel or condominium on the

INF sionSOUTH LOOP

shop | DINE | LIVE | WORK | LEARN | LIVE

+Atom

hotel

Franklin Point 8 Acre Developement

34 Story Boutique Convention Hotel

P

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Office (65)

Office (75)

Office (55)

Hotel (55)

Hotel (34)

Condo (50)

Condo (40)

Condo (45)

Condo (45)

Retail (1)

Retail (1)

Retail (1)

Retail (1)

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CH

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Building Breakdown

Roof Plans & Street Layout

GSF: 6,259,523 PARKING: 120,035 3%3505 SPACES

HOTELS : 1,130,410 18%

CONDOMINIUMS: 2,025,57332%

RETAIL: 91,2311.5%

NSF:4,131,285

100%

66%

OFFICE: 2,464,569

AUTO PARK: 427,705 7%

39%

INF sionSOUTH LOOP



Area calculations for maxNSF.

Project: Franklin Point 8 Acre Developement+Hotel.Thomas Roszak: High Rise Hotel + 8 Acre Developement

In The WorksProject: Elliot Donnelly Youth Center Deep Energy RetrofitEva Kultermann: Deep Energy Retrofit to Existing Building

September 21December 21

June 21March 21

N15° 30° 45° 60°

75°90°

105°

120°

135°

150°

165°

180°

195°

210°225°

240°

255°

270°

285°

300°

315°

330°

345°

0809 10

11

12

13

14

15

16

fc

21.0+

19.0

17.0

15.0

13.0

11.0

9.0

7.0

5.0

3.0

1.0

Lighting AnalysisDaylighting LevelsValue Range: 1.0 - 21.0 fc© ECOTECT v5

N 15° 30° 45° 60° 75°90°

105°

120°

135°

150°

165°

180°

195°

210°225°

240°

255°

270°

285°

300°

315°

330°345°

06

07

08

09

101112

13

14

15

16

17

%

40.0+

36.0

32.0

28.0

24.0

20.0

16.0

12.0

8.0

4.0

0.0

Lighting AnalysisDaylight FactorValue Range: 0.0 - 40.0 %© ECOTECT v5

Radoslaw Bafia

Daylight Results

Ecotect Software

Gym

-Through skylights and openings, the builging receives more daylighting and takes advantage of solargains in the winter from the south, while blocking them in the summer with overhangs.

LowerLevel

Natural Light Levels

December 21

June 21

This semester I have focused mainly on energy and deep energy retrofits. 3 classes deal withenergy modeling. For the Elliot Donelly project, we worked as a team to measure the existingbuilding, mechanical, electrical, and useages. From there we set off to design specific changes to help the building’s performance as well as visual appeal. I am using Ecotect & Vasari to model.

Project: Santiago Calatrava Athens Olympic Stadium Case Study [Revit]John Manaves: Case Study Advanced BIM: RevitI am currently modeling Calatrava ‘s Athens Olympicstadium in Revit in detail in order to learn to exploit BIM modelling to its fullest

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Hotel Render Hotel first floor

Project: 2464 West HutchinsonStudio D: Addition & Alterations to existing Single Family Home


ATOM Radoslaw Bafia

34 Story Hotel

Administration:681 sq ftRentable: 6,319 sq ft Circulation: 978 sq ft (No Elevators)Storage/Mechanical: 4,557 sq ft.

Summary

First Floor Plan (Lobby)

MANAGEMENT

Amenities: 4,490 sq ft

ATOM Radoslaw Bafia

34 Story Hotel

506 Keys284 Parking SpacesRetail Sf: 6300 + 15,925 School/Convention.

Restaurant, Lounge

Total Area: GSF: 490,113 NSF:327,528

ATOM

ATOM Radoslaw Bafia

34 Story Hotel


Restaurant, Lounge


ATOM

EL. +0'-0"GRADE

EL. +/- -3'-9"T/ BASEMENT FLOOR

EXISTINGT/ FIRST FLOOREL. +/- +5'-0"

81212

8

EL. +/- +15'-3"T/ SECOND FLOOR

EL. +/- +26'-6"MEAN HEIGHT

L-1L-1L-1

L-1

FRONT ELEVATION

ON 12" DIA. CONC. SONOTUBE42" BELOW GRADE

TS 4"x4"x3/8" COLUMN

SEE DETAIL 12/A 1.3

L-1

L-1

3 1/2" "HARDIETRIM"BOARD. (TYP.)

3 1/2" "HARDIETRIM" 5/4SMOOTH CORNERBOARD. (TYP.)

"HARDISHINGLE" SIDING

"HARDIETRIM" SMOOTH BOARD.

"HARDIPLANK" SIDINGW/4" EXPOSURE

235# ASPHALT SHINGLES

ALUMN. FASCIA, GUTTER & D.S.


NON-COMBUSTIBLE METAL DECK W/42"HIGH O.I. RAILING W/ PICKETS @ 4" O.CMAX TO RESIST 50 PLF HORZ. AND VERT.LOADING AND A 200# CONCENTRATEDLOAD IN ANY DIRECTION TYP. U.N.O.

EXISTINGFOUNDATION &FOOTING

NON-COMBUSTIBLE METALSTAIRS W/ 36" HIGH O.I.RAILINGS AND 42" HIGH O.I.GUARD RAILS W/ PICKETS @4" O.C MAX.



SEE DETAIL 12/A 1.3

CONTINOUS RIDGE VENT12:8CONTINOUS RIDGE VENT12:8

EL. +0'-0"GRADE





LEFT SIDE ELEVATION

L-2L-2

L-1H-1

L-1L-1L-1H-2H-1H-1









SEE DETAIL 12/A 1.3



ALUMN. D.S.


ALUMN. D.S.




NEWFOUNDATION &FOOTING


L-2 L-2

L-1 H-1

812

128

EL. +0'-0"GRADE





L-1



L-1

REAR ELEVATION




WOOD LATTICE

ON CONC. FDN.TS 4"x4"x3/8" COLUMNON 12" DIA. CONC. SONOTUBE

42" BELOW GRADE


SEE DETAIL 12/A 1.3



L-1

L-1 L-1

CONTINOUS RIDGE VENT12:8 CONTINOUS RIDGE VENT12:8

EL. +0'-0"GRADE





L-1L-1L-1

RIGHT SIDE ELEVATION

L-1L-1L-1L-1L-1L-1

L-2 L-2 L-2L-2






ALUMN. D.S.





SEE DETAIL 12/A 1.3






SEE DETAIL 12/A 1.3


ALUMN. D.S.



NON-COMBUSTIBLEMETAL STAIRS W/36" HIGH O.I.RAILINGS AND 42"HIGH O.I. GUARDRAILS W/ PICKETS @4" O.C MAX.

L-1L-1

H-2

L-1

(2 OR 3) 2 x 12 HEADERS

L-1 2x STUDS(2) 2 x 10 HEADERS 6"

L-2 2x STUDS6"

MARK MEMBER WALLBEARINGEA. END

HEAD/SILL

(2) 600S200-54 BOXED

(2) 600S162-43 BOXED

H-2

H-1

HEADER SCHEDULEMARK HEADER JAMB STUDSTRACK

LINTEL SCHEDULE

+ (2) 600T125-43 600S162-43 (2) 600S200-43

(3) 600S200-54 600S125-54 + (2) 600T125-54

THICKNESS

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17 MAY 2011DESIGN #1



1 JUNE 2011DESIGN #4


22 AUGUST 2011DESIGN #6

6 SEPTEMBER 2011DESIGN #7

23 SEPTEMBER 2011DESIGN APPROVAL


29 SEPTEMBER 2011ZONING & BID REVIEW

AS NOTED

A 2.0

ELEVATIONSEXTERIOR

Final elevations per owner requests

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Project: 2464 W Hutchinson StreetStudio D: Addition & Alterations to existing Single Family Home

ATOM Radoslaw Bafia

34 Story Hotel

LEED

65 Points

The Hotel achieved LEEDgold w/ 65 points, whilestill turning a profit.

ATOM Radoslaw Bafia

34 Story Hotel

TOTAL: $95,937,523

27%

67.8%

SOFT COSTS: $25,940,5005.2%

HARD COSTS: $65,022,023

LAND: $4,975,000

$132.67/sqft

$52.93/sqft

$10.15/sqft

100%$195.75/sqft

ATOM Radoslaw Bafia

34 Story HotelSources & Uses Breakdown

PROJECTEDHOTEL SALE

$144,300,032

CONSTRUCTION

LOAN

$62,359,390

EQUITY$33,578,133

NET CASH

FLOW

$13,806,133

$95,937,523

PROJECT COSTS

$62,359,390

CONSTRUCTION LOANREPAYMENT EQUITY REPAYMENT

$33,578,133

$31,084,321

$31,084,321

EQUITY PARTNER

DEVELOPER

SOURCES

USES

ATOM Radoslaw Bafia

34 Story Hotel

GSF: 490,113 PARKING: 123,03525%284 SPACES

HOTEL TOWER: 300,864 61%528 KEYS (81% EFFICIENT)

MEETING SPACE: 49,21410%RETAIL: 6,300 1.5% LOBBY/AMENITIES: 10,700 2.5%

NSF:311,603

100%

67%

RENTABLE: 20,531

Square Footage Breakdown

Cost breakdownThis was a project where I directly dealt with the client and met their needs along the design process. The client bought an existing frame building and wanted to add the maximum additionallowable via zoning. We dealt with zoning adjustments and I had to justify the square footagevia zoning allowable FAR. From there it was a gut rehab with an addition and underpinning ofa basement. The client is now satisfied with the drawings and they are being sent through thebidding and permit process. The drawings included a full set, from design to construction documents, including MEP, Framing, Sections, Details, and Zoning along w/ Light & Vent Calcs.

MINIMUM LIMITS AND NOT THE ENTIRE SCOPE OF WORK. REMOVED. THUS, THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE IMPLIES THAT ALL MINOR ITEMS COINCIDENT WITH THE MAJOR ITEM BE HEREIN IS TO CONVEY THE MAJOR ITEMS TO BE REMOVED, BUT ALSO DEMOLITION. THE INTENT OF THE DEMOLITION NOTES CONTAINED

WHICH IS TO REMAIN AND/ OR BE REUSED. ALL ITEMS INDICATED TO BE

ARCHITECT SHALL BE NOTIFIED OF ANY LATENT AND UNFORESEEN

DEMOLITION THAT IS NOTED FOR THE EXISTING FACILITY AND SYSTEMS CAN NOT POSSIBLY CONVEY ALL OF THE ELEMENTS OF WORK IN THE

SECURE ANY DAMAGED AREAS AS REQUIRED TO MAINTAIN A SAFE CONDITIONS WHICH WILL ADVERSELY AFFECT THE PROGRESS OF WORK.

ENVIRONMENT FOR ADDITIONAL EVALUATION AND REMEDIAL WORK TO OCCUR.

INFORMATION CONTAINED WITHIN THESE DRAWINGS IS BASED ON

ACCURACY OF THE PLANS AND INFORMATION CONTAINED HEREIN. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EARLIER DOCUMENTATION AND FIELD VERIFICATION OF APPARENT ITEMS.

SALVAGED SHALL BE CAREFULLY REMOVED

COMPLETION OF THE WORK UNDER EACH PHASE SHALL REMOVE FROM

MECHANICAL, ELECTRICAL, PLUMBING WORK, ETC. THAT WILL PROTECT THE EXISTING CONSTRUCTION, INCLUDING THE CONTRACTOR SHALL PERFORM DEMOLITION IN SUCH A MANNER

LEAVE THE AREAS BROOM CLEAN. SITE BURNING WILL NOT BE ALLOWED THE PREMISES ALL RUBBISH, IMPLEMENTS, AND SURPLUS MATERIALS AND

THE WORK, INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

ACCUMULATION OF WASTE MATERIAL AND RUBBISH AND AT THE THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE

FEDERAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER SHALL COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF ALL ALL LABOR, MATERIALS AND CONSTRUCTION MEANS AND METHODS

CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES,

COORDINATING ALL PORTIONS OF THE WORK.OR CONTRACT DOCUMENTS) AND PROCEDURES, AND FORSEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY THE OWNER

CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVEUSING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THETHE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,

PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAINFROM DAMAGE DURING CONSTRUCTION, FOR THE EXTENT OF THEDEMOLITION AND MODIFICATION.

BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACTDOCUMENTS

BE CONTRARY TO THESE DWGS

THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROMOTHER DEMOLITION WORK REQUIRED TO PRODUCE THE

COLUMNS, WALLS, FLOORS AND ROOF PER PLANPROPERLY SHORE EXISTING STUCTURE WHEN REMOVING

PRIOR TO DEMOLITIONS OF WALLS, COLUMNS, FLOORS AND ROOFS, THE CONTRACTOR SHALL VERIFYEXISTING STRUCTURAL CONDITIONS AND ALL BEARING WALLS AND CONSULTTHE ARCHITECT AS TO STRUCTURAL CONDITIONS THAT MAY

DEMOLITION NOTES

DEMOLITION WALL & SYMBOL LEGEND DESCRIPTION

EXISTING INTERIOR PARTITION TO BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

SYMBOL

EXISTING INTERIOR PARTITION TO REMAIN

EXISTING EXTERIOR FRAME WALL TO REMAIN

EXISTING EXTERIOR FRAME WALL TO BEREMOVED

BASEMENT FLOOR DEMOLITION PLAN

UNFINISHED BASEMENTEXISTING

REMOVE EXISTINGWASHER & DRYER &ALL RELATED ITEMS.

REMOVE EXISTINGHWH AND ALLRELATED ITEMS.

REMOVE EXISTINGFURNACE AND ALLRELATED ITEMS.

REMOVE EXISTINGELEC. METER ANDALL RELATED ITEMS.

REMOVE EXISTINGMASONRY CHIMNEYAND ALL RELATEDITEMS.

REMOVE EXISTINGWATER METER ANDALL RELATED ITEMS.

REMOVE EXISTINGLAUNDRY TUB ALLRELATED ITEMS.

REMOVE EXISTING STAIRSALL RELATED ITEMS.

REMOVE EXISTINGEXTERIOR WALL. PREPFOR NEW WINDOW.


REMOVE EXISTING WINDOW& ALL RELATED ITEMS. PREPFOR NEW WINDOW.




REMOVE EXISTING WINDOW& ALL RELATED ITEMS. PREPFOR NEW IN-FILL.


REMOVE EXISTINGWOOD COLS,FOOTINGS AND ALLRELATED ITEMS.

REMOVE EXISTINGCONC. STEPS ANDALL RELATED ITEMS.


REMOVE EXISTING WINDOW& ALL RELATED ITEMS.

REMOVE EXISTINGPORTION OFEXISTING FOOTING




REMOVE EXISTING CONC.SLAB. PREP AREA FORNEW CONC. SLAB


REMOVE EXISTING WOODCOL. SHORE EXISTINGFLOOR ABOVE AS REQUIRED

REMOVE EXISTINGPLUMBING STACKS &ALL RELATED ITEMS.

REMOVE EXISTING SIDING &ALL RELATED ITEMS. PREPFOR NEW SIDING (TYP.)







FIRST FLOOR DEMOLITION PLAN

BEDROOMEXISTING

PORCHEXISTING

ENCLOSED PORCHEXISTING

W.I.C.EXISTING BATH

EXISTING

KITCHENEXISTING

BEDROOMEXISTING

LIVING ROOMEXISTING


DINING ROOMEXISTING












REMOVE EXISTINGEXTERIOR WALL. PREPFOR NEW DOOR.

REMOVE EXISTINGPLUMBINGFIXTURES AND ALLRELATED ITEMS.

WOOD DECKEXISTING

REMOVE EXISTINGWOOD PORCH AND ALLRELATED ITEMS

REMOVE EXISTINGENCLOSED PORCH &ALL RELATED ITEMS

REMOVE EXISTINGWOOD DECK & ALLRELATED ITEMS

REMOVE EXISTINGFIXTURES, CABINETS ANDALL RELATED ITEMS.

REMOVE EXISTINGPARTITION AND ALLRELATED ITEMS.





REMOVE EXISTINGREAR WALL & ALLRELATED ITEMS



REMOVE EXISTING SIDING &ALL RELATED ITEMS. PREPFOR NEW SIDING (TYP.)REMOVE EXISTING SIDING &

ALL RELATED ITEMS. PREPFOR NEW SIDING (TYP.)

ATTIC FLOOR DEMOLITION PLAN









REMOVE EXISTINGEXTERIOR REAR WALL &ALL RELATED ITEMS

REMOVE EXISTINGEXTERIOR FRONT WALL& ALL RELATED ITEMS

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AS NOTED

D 1.0

NOTESAND

PLANSDEMOLITION

Demolition Drawings- Maintained as much existing as possible

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Project: Prefabricated 2 Story HomeFredrick Phillips: Prefabricated home on Chicago Lot

Chicago, IL EXTERIOR VIEW: WEST ELEVATION (FRONT)

Trestlewood Recycled Flooring

FSC CERTIFIED TRIM THROUGHOUT- OFF-WHITE TO MATCH DOORS

Recycled Content Drywall

Chicago, IL INTERIOR VIEW: LIVING ROOMSCALE: NTS

This is a project which introduced me to the concepts behind prefrabricated housing. I got to learn how a prefabricated home goes together and comes apart in the factory and on site. Thescope of the project was to design a single family home which could be built and transported from a factory to a Chicago site. It involved detail studies, sections, as well as zoning and solar studies. This was solely done in Revit.

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Project: 2044 N BurlingStudio D: Three Unit Masonry Apartment Building

Chicago, IL FIRST FLOOR PLANSCALE: 1/4”=1’-0”

UPDN

First Floor Plan

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Second Floor Plan Chicago, IL

SECTION @ ENTRYSCALE: 3/4”=1’-0”

2x6 CEILING JOIST 16" O.C

SPACE

2x10 FLOOR JOIST 16" OC

3/4" SUB FLOOR

3/4" RECYCLED HARDWOOD FLOOR

2X4 SUPPORTS FOR DROP CEILING/SOFFIT


Wall Section @ Entry

This was a new construction project ,which is already built. I worked on producing construction documents after the initial design was complete. This project was done in an office setting with a team. I specifically worked on plans, elevations,sections, mechanical, electrical, &plumbing drawings and calculations.

FOOTING ANDFOUNDATION WALL

CONCRETE STAIRS

4" STONE SILL

(4) COURSESOF 8" STONE

4" STONE BAND

OF 8" STONE(4) COURSES

4" STONE SILL

8" STONE HEADERW/ 4" STONE ABOVE


4" STONE BAND

FACE BRICK

FACE BRICK


W/ 4" STONE ABOVE8" STONE HEADER

4" RECESSED STONE BAND

FACE BRICK

FACE BRICK

4" STONE CAP



4" STONE HEADER

4" STONE SILL

4" STONE SILL

4" STONE HEADER

AND A 200# CONCENTRATED& HORIZONTAL SIMULTANEOUSLYTO RESISIT A 50 PLF VERTICAL42" HIGH GUARD RAILS DESIGNED

LOAD IN ANY DIRECTION


42" HIGH GUARD RAILS DESIGNEDTO RESISIT A 50 PLF VERTICAL& HORIZONTAL SIMULTANEOUSLYAND A 200# CONCENTRATED

COPPER FASCIA

FRONT ELEVATION

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

T/ GRADEEL: 0'-0"

T/ BASEMENT FLOOREL: - 5'-4"

EL: +4'-8"FIRST FLOOR

EL: +15'-4"

EL: +26'-0"

EL: +36'-4"

EL: +45'-0"FOURTH FLOOR CEILING

STONE COPING RAKE& CAULK ALL JOINTS

4" WIDE DECORATIVE COPPER CLADSURROUND W/ COPPER CLAD 12"HEADERS AND DORMER

REAR ELEVATION

W/ PICKETS @ 4" O.C.42" HIGH O.I. RAILINGS

(50 PLF VERT&HORZ. LOADRESISTANCE AND 200LBCONCENTRATED LOAD IN ANY DIRECTION

NON-COMBUSTIBLE DECK W/


ANY DIRECTIONCONCENTRATED LOAD IN RESISTANCE AND 200LB(50 PLF VERT&HORZ. LOAD

42" HIGH O.I. RAILINGSW/ PICKETS @ 4" O.C.

FOOTING AND

ALUMN. COPING

JUMBO BRICK SEALED

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

T/ GRADEEL: 0'-0"



EL: +15'-4"

EL: +26'-0"

EL: +36'-4"


W/ SATURATION COATINGOF HYDROZO-WATERREPELLENT ENVIROSEAL

JUMBO BRICK SEALEDW/ SATURATION COATINGOF HYDROZO-WATERREPELLENT ENVIROSEAL


FOUNDATION WALL

REAR ELEVATION

FOOTING & FOUNDATION WALL

COUNTY HERITAGE THRU-ALLBRICK. SEALED W/ SATURATIONCOATING OF HYDROZO-WATERREPELLENT ENVIROSEAL

FRONT GARAGE ELEVATION



A 2.1

ELEVATIONS

EXTERIOR

2011-2044

PLANS.DWG

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Project: Timber Frame Beach HouseSubject: Design a Summer Home

This project was very interesting and enjoyable. It was an opportunity to explore and learnhow to work with a big timber frame structure. The project required us to design a dwelling fora family of four. The site was a beachside location along Lake Michigan. My design incorporated a Mesian style home raised off of the ground to avoid any possible flooding. The home is dividedinto three regions, public, private, and transitional space. The transitional space also acts as anoutdoor covered patio with cross breeze ventilation, which helps passively cool and ventilatethe home. The concept of open, yet intimate spaces was what drove this design.the home. The concept of open, yet intimate spaces was what drove this design.

10 | RB 7 | RB


Project: 2044 N BurlingStudio D: Three Unit Masonry Apartment Building

Chicago, IL FIRST FLOOR PLANSCALE: 1/4”=1’-0”

UPDN

First Floor Plan

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OD

UC

T


Second Floor Plan Chicago, IL

SECTION @ ENTRYSCALE: 3/4”=1’-0”

2x6 CEILING JOIST 16" O.C

SPACE

2x10 FLOOR JOIST 16" OC

3/4" SUB FLOOR

3/4" RECYCLED HARDWOOD FLOOR



Wall Section @ Entry

This was a new construction project ,which is already built. I worked on producing construction documents after the initial design was complete. This project was done in an office setting with a team. I specifically worked on plans, elevations,sections, mechanical, electrical, &plumbing drawings and calculations.

FOOTING ANDFOUNDATION WALL

CONCRETE STAIRS

4" STONE SILL


4" STONE BAND

OF 8" STONE(4) COURSES

4" STONE SILL



4" STONE BAND

FACE BRICK

FACE BRICK


W/ 4" STONE ABOVE8" STONE HEADER


FACE BRICK

FACE BRICK

4" STONE CAP



4" STONE HEADER

4" STONE SILL

4" STONE SILL

4" STONE HEADER

AND A 200# CONCENTRATED& HORIZONTAL SIMULTANEOUSLYTO RESISIT A 50 PLF VERTICAL42" HIGH GUARD RAILS DESIGNED



42" HIGH GUARD RAILS DESIGNEDTO RESISIT A 50 PLF VERTICAL& HORIZONTAL SIMULTANEOUSLYAND A 200# CONCENTRATED

COPPER FASCIA

FRONT ELEVATION

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

T/ GRADEEL: 0'-0"



EL: +15'-4"

EL: +26'-0"

EL: +36'-4"


STONE COPING RAKE& CAULK ALL JOINTS

4" WIDE DECORATIVE COPPER CLADSURROUND W/ COPPER CLAD 12"HEADERS AND DORMER

REAR ELEVATION

W/ PICKETS @ 4" O.C.42" HIGH O.I. RAILINGS

(50 PLF VERT&HORZ. LOADRESISTANCE AND 200LBCONCENTRATED LOAD IN ANY DIRECTION



ANY DIRECTIONCONCENTRATED LOAD IN RESISTANCE AND 200LB(50 PLF VERT&HORZ. LOAD

42" HIGH O.I. RAILINGSW/ PICKETS @ 4" O.C.

FOOTING AND

ALUMN. COPING

JUMBO BRICK SEALED

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

T/ GRADEEL: 0'-0"



EL: +15'-4"

EL: +26'-0"

EL: +36'-4"


W/ SATURATION COATINGOF HYDROZO-WATERREPELLENT ENVIROSEAL



FOUNDATION WALL

REAR ELEVATION



FRONT GARAGE ELEVATION



A 2.1

ELEVATIONS

EXTERIOR

2011-2044

PLANS.DWG

4.12.11

RB, LR

ENGINEER:CONSULTING

CHI

CA

GO

, IL

6061

4SHEET NO.

SCALE :

SHEET TITLE

CAD SAVED NAME:

DRAWN BY:

DATE :

2044

NO

RTH

BURL

ING

STR

EET

PROJECT NUMBER:


APA

RTM

ENT B

UILD

ING

DC

201

1, st

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D a

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LLC

P 31

2.42

1.77

61

F 31

2.42

1.77

6234

6 N

. Jus

tine

St.,

Ste

700,

Chi

cago

, IL

6060

7st

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D a

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LLC

studio arch

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Des

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#: 1

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11 | RB

Project: 1040 West Polk Studio D: 4 Story 6 Unit Masonry Building

Chicago, IL

In this project I helped finalize the design and proceeded to produce a full set of drawings. I started withzoning analysis to maximize floor area for the client. Once the design was complete I produced full construction documents including floor plans, sections, elevations, Mechanical, Electrical, Plumbing,Framing, and all necessary calculations that went with those. There was some team involvement in some stages, but I was mainly the one working on production of drawings. The prioject is in the process of getting permitted and built.

BASEMENT FLOOR MECHANICAL PIPING PLAN

F-1

F-1

MASTER BEDROOM

M. BATH

LAUND

RY/

UTI

LITY

BEDROOM #3 BEDROOM #2

W.I.

C.

W.I.

C.

MASTER BEDROOM

UNIT 1A

UNIT 1B

RADIANT TUBING AT18" O.C. IN THISAREA (TYPICAL)







M. BATH

LAUND

RY/

UTI

LITY BEDROOM #3 BEDROOM #2

BATH #2








BATH #2

KE- 1

WITH SPARK ARRESTORBY HEAT-N-GLO INSTALL

MAINTAIN 2" CLEAR FROMCOMBUSTIBLE MATERIAL

PER MFR'S RECOM.

EM-415 FIREPLACE

NON-COMBUSTIBLE

GAS LIGHTERBLUE FLAME

ARRESTORHEARTH & SPARK

FIREPLACE MUST INCLUDEMANUF. COMB./OUTSIDE AIR KIT

440 CFM

FIRESTOP PER DETAIL A/M 1.210" DIA. CLASS "B" MTL FLUE UP

8"X9" KIT EXHAUSTUP THRU ROOF

1'-0

"

FIRST FLOOR MECHANICAL PLAN

LIVING ROOM

DINING ROOM

KITCHEN

BUTLER

ENTRY

ENTRY

LIVING ROOM

BUTLER

KITCHENDINING ROOM

POWDER ROOM

POWDER ROOM

UNIT 1A

UNIT 1BCO. SD.

CO. SD.

TE-1

TE-1

6" DIA. EXHAUSTVENT UP THRUROOF W/ WP CAP



(2) 6" DIA.TOILET VENTSTHRU WALL W/WP CAP

110 CFMEXH

110 CFMEXH

KE- 1

440 CFM8"X9" KIT EXHAUSTUP THRU ROOF



PER MFR'S RECOM.

EM-415 FIREPLACE

NON-COMBUSTIBLEGAS LIGHTERBLUE FLAME


FIREPLACE MUST INCLUDEMANUF. COMB./OUTSIDE AIR KIT

FIRESTOP PER DETAIL A/M 1.210" DIA. CLASS "B" MTL FLUE UP

FIREPLACE MUST INCLUDEMANUF. COMB./OUTSIDE AIR KIT FIRESTOP PER DETAIL A/M 1.2

10" DIA. CLASS "B" MTL FLUE UP



PER MFR'S RECOM.

EM-415 FIREPLACENON-COMBUSTIBLE



FIREPLACE MUST INCLUDEMANUF. COMB./OUTSIDE AIR KIT FIRESTOP PER DETAIL A/M 1.2

10" DIA. CLASS "B" MTL FLUE UP



PER MFR'S RECOM.

EM-415 FIREPLACE

NON-COMBUSTIBLE



2" PVC CONCENTRICVENT W/ COMBUSTIONAIR UP THRU ROOF SEEDETAIL A/M1.2

NEW HWH FLUE


NEW HWH FLUE

121 CFMSA

121 CFMSA

120 CFMSA

50 CFMSA

50 CFMSA

105 CFMSA

105 CFMSA

105 CFMSA

105 CFMSA

105 CFMSA

105 CFMSA

105 CFMSA

105 CFMSA

50 CFMSA

50 CFMSA

120 CFMSA

121 CFMSA

121 CFMSA

50 CFMSA

50 CFMSA

12x10 RAGRILL & DUCT

12x10 RA

793 CFMHIGH

DN TO F-1

12x10 RAGRILL & DUCT

12x10 RA

793 CFMHIGH

DN TO F-1



RADIANT TUBING NOTES:TUBING CENTERLINES SHOWN FOR GRAPHICAL PURPOSE ONLY

RADIANT CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND ALL RELATED INFORMATION ASREQUIRED FOR COMPLETE SYSTEM

RADIANT CONTRACTOR TO VERIFY SYSTEM CALCULATIONS, ZONING, AND SPACING WITH OWNER ANDGENERAL CONTRACTOR PRIOR TO CONSTRUCTION

GENERAL CONTRACTOR SHALL MARK WALL LOCATIONSTUBING SHALL BE INSTALLED AROUND DOORS AND THRU DORRWAYS TO AVOID FASTENERS

ALL TUBING SHALL BE WIRE-TIES TO 6x6 STEEL WIRE MESH

BASEMENT SLAB TO BE INSTALLED PER ARCHITECTURAL AND STRUCTURAL DRAWINGS

A.

B.

C.

D.

E.

F.

PROVIDE EACH FURNACE WITH HUMIDIFYING DEVICE.

3/8 SAFETY VALVE LOCATED NEAR COMPRESSOR

REMOVE EXPANSION VALVE, DEVICES, AND CONNECTIONS

ALL REFRIGERANT PIPING SHALL BE INSULATED WITH 1/2"

ALL DUCTWORK IN ATTIC SPACE TO BE INSULATED.AND SET AS PER MFG'R RECOMMENDATIONS

PROVIDE CARBON MONOXIDE DETECTOR.13.

14.

12.FROM THE AIR STREAM.

FOR RESIDENTIAL APLICATION ONLY

ARMAFLEX.9.

10.

11.

15.

MUST PROVIDE OWNER WITH ACTUAL HEATING LAYOUT.

THIS DRAWING IS A GRAPHIC REPRESENTATION OF THE ACTUAL MECHANICAL SYSTEMS. MECHANICAL CONTRACTOR

ALL HEATING SYSTEMS PROVIDED SHALL BE CAPABLE 16.OF MAINTAING INDOOR AIR TEMPATURE AT 70° F.

PROVIDE AIR FILTERS IN THE RETURN AIR SYSTEM.17.

THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING18.AIR & WATER SYSTEMS.

THERMOSTATS ARE REQUIRED FOR EACH DWELLING UNIT (NON DWELLING UNIT19.AREAS MUST HAVE ONE THERMOSTAT FOR EACH ZONE OR SYSTEM). A MANUALOR AUTOMATIC MEANS TO PARTIALLY RESTRICT OR SHUT OFF THE HEATINGAND/OR COOLING INPUT TO EACH ROOM SHALL BE PROVIDED.

HVAC PIPING CONVEYING FULIDS ABOVE 105°F OR CHILLED FUILDS BELOW 55°F20.MUST BE INSULATED TO THE LEVELS IN THE TABLE BELOW

MINIMUM INSULATION THICKNESS FOR HVAC PIPES

PIPING SYSTEM TYPEFLUID TEMPRANGE (F)

HEATING STSTEMS

LOW PRESSURE

STEAM CONDENSATE

201-250

120-200

ANY

1.0

.5

1.0

1.5

1.0

1.0

1.5

1.0

1.5

2.0

1.5

1.5

COOLING SYSTEMS

CHILLED WATERREFRIGERANT & BRINE

40-55

BELOW 40

.5

1.0

.5

1.0

.75

1.5 1.5

1.0

GUARANTEED FOR ONE FULL YEAR FROM THE DATE OF

THIS CONTRACTOR SHALL COORDINATE WORK WITH

THE CONTRACTOR SHALL CONFORM TO ALL APPLICABLE

GENERAL CONTRACTOR AND ALL OTHER TRADES TO AVOID

ALL CONTROL WIRING SHALL BE BY THIS CONTRACTOR.

SUBSTANTIAL COMPLETION.

INTERFERENCE DURING CONSTRUCTION.

OSHA STANDARDS.

8.

6.

7.

STEEL SCHEDULE 40 WITH MALLEABLE FITTINGS.

BE LEFT IN PERFECT OPERATING CONDITIONS.

GAS-FIRED EQUIPMENT. ALL GAS PIPING SHALL BE BLACK

AND CITY BUILDING CODES, LATEST EDITION, AND SHALL

PROVIDE GAS SERVICE WITH SHUT-OFF VALVE TO ALL

SHALL BE PERFORMED BY THIS CONTRACTOR.ALL CUTTING AND PATCHING RELATED TO THIS CONTRACT

ALL EQUIPMENT, MATERIALS, AND WORKMANSHIP SHALL BE

NOISE LEVEL FROM ALL MECHANICAL EQUIPMENT SHALL

ALL NEW MECHANICAL WORK SHALL COMPLY WITH STATE

MECHANICAL NOTES:

NOT EXCEED 55 DECIBELS AT LOT LINE.

2.

4.

3.

5.

1.

HEAT ALL ROOMS FROM -10° F. OUTSIDE TO +70° F. INSIDE

AIR INLET THAT IS LOCATED IN A ROOM OTHER THAN THE EQUIPMENT ROOM.21.

THE VENT SHALL NOT BE INSTALLED IN AN INNER COURT, OUTER COURT, OR 22.

THE VENT SHALL BE LOCATED A MINIMUM OF 4'-0" FEET FROM ANY WINDOW OR

ANY OTHER SIMILARILY RESTRICTED AREA (E.G. GANGWAY) THAT IS LESS THAN 10'-0" WIDE.

EXCEEDING 35 DECIBELS IS MAINTAINED IN ANY HABITABLE SPACE USED FOR IN NO CASE SHALL A DUCT SYSTEM BE INSTALLED WHEREBY A SOUND LEVEL23.

DWELLING PURPOSES.

SUPPLY AND RETURN AIR MUST MEET OR EXCEED MANUFACTURERS RECOMMENDATIONS.24.IF FIREPLACE HAS IS WOOD BURNING WITH A SPARK ARRESTOR IT MUST HAVE25.MANUFACTURERS COMBUSTION AIR KIT.

26.ALL DUCTWORK MUST CONFORM TO S.M.A.C.N.A.27.PROVIDE BOTH HIGH AND LOW COMBUSTION AIR FROM FURNACE. SIZE OF COMBUSTION 28. AIR SHALL BE 1" FOR EVERY 1000 BTU OUTPUT.MECHANICAL CONTRACTOR TO CLEAN, REPAIR AND REPLACE EXISTING UNITS AS REQUIRED29.MECHANICAL CONTRACTOR TO BALANCE THE ENTIRE SYSTEM30.PROVIDE ADJUSTABLE DAMPER AT FURNACE OUTLET TO ADJUST FOR SEASONAL CONDITIONS 31.

ALL TRANSFER DUCTS TO BE MADE OF SHEET METAL AND CAN NOT EXCEED 5'-0" IN LENGTH

ALL SUPPLY AIR REGISTERS TO BE 4" X 10" U.N.O.

RETURN REGISTER, TITUS #50-F5 WITH OPPOSED BLADE DAMPERS.

FLOOR DIFFUSERS TO BE NO MORE THAN 9" FROM THE WALL.PROVIDE SQUARE TO ROUND ADAPTER AS REQUIRED.

DAMPERS, OFF-WHITE FINISH SURFACE FLANGE.TITUS TYPE "S-201" CEILING DIFFUSER WITH OPPOSED BLADE

4" PVC EMPTY CONDUIT BETWEEN AIR HANDLING UNIT AND

PIPING SHALL BE WROUGHT COPPER. ALL ELBOWS SHALL BELONG RADIUS TYPE. BRAZED JOINTS (95-5). PIPING SHALL BETESTED, DEHYDRATED, AND CHARGED WITH REFRIGERANTACCORDING TO MANUFACTURER'S RECOMMENDATIONS. PROVIDE

TYPE "K" DRAWN COPPER TUBING. FITTINGS FOR REFRIGERANTREFRIGERANT PIPING: ALL REFRIGERANT PIPING SHALL BE ACR OR

DIFFUSERS & REGISTERS SCHEDULE

CONDENSOR.

PIPING

COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR BARRIER

EXCEPTION: CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL JOINTS

WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDED-FABRIC,

PROVIDE LOCK TYPE DAMPERS PER CBC 28( 13-184-080-150)

MANUFACTURER'S INSTRUCTION.DUCTS SHALL BE SUPPORTED EVER 10 FEET OR IN ACCORDANCE WITH THE

OR TAPES. DUCT TAPE IS NOT PERMITTED.

ALL JOINTS, SEAMS AND CONNECTIONS MUST BE SECURLEY FASTENED

DUCTS OUTSIDE THE BUILDING MUST BE INSULATED TO R-6.5 MINIUM

DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO R-5 MINIUM

DIFFUSER, GRILLES, AND REGISTERS: EACH REGISTER SHALLBE FURNISHED WITH AN OPPOSING BLADE VOLUME DAMPER

DUCTWORK: GALVANIZED IRON, GAUGES PER ASHRAE GUIDE,UNLESS OTHERWISE NOTED. ALL SQUARE ELBOWS TO HAVEDOUBLE THICKNESS TYPE TURNING VANES, UNLESS OTHERWISENOTED. ALL ROUND ELBOWS SHALL HAVE INSIDE RADIUS EQUALTO 75% OF DUCT WIDTH. MANUAL VOLUME DAMPERS TO HAVE

WITH ADJUSTABLE AIR RETURN LOUVER.

LOCKING QUADRANT.

SHEET METAL

COMPLETE W/ ACCESORIES, INTERLOCKED W/ LIGHT SWITCH

CEILING MOUNTED TOILET EXHAUST FAN - BROAN MODEL

AND VENTED THROUGH WALL, 6" DIA. 4 (FOUR) UNITS NEEDED

S110U FOR 110 CFM. EXHAUST AIRTE-1

MECHANICAL EQUIPMENT SCHEDULE:

F-1

ACCESORIES, 1 (ONE) UNIT NEEDED. OR EQUALCAPACITY OF 1,525 CFM. COMPLETE WITH ALL

CARRIER MOD # 58 MXB 080-16 (92% AFUE MIN)HIGH EFFICIENCY, GAS FIRED UPFLOW FURNACE

80 MBTU INPUT, 75 MBTU OUTPUT. WITH A TOTAL HEATING

BROAN HOOD MOUNTED KITCHEN EXHAUST FAN W/ LIGHT

ACCESORIES, AND VENTED THROUGH WALL, 1 (ONE) UNITS NEEDED 90000 SERIES FOR 440 CFM EXHAUST AIR COMPLETE WITH

KE-1

COMPLETE W/ 5 TON CONDENSING UNIT, C-1 (MIN. 13 SEER)

F-3


CARRIER MOD # 58 MXB 080-16 (92% AFUE MIN)HIGH EFFICIENCY, GAS FIRED DOWNFLOW FURNACE



CEILING MOUNTED TOILET EXHAUST FAN - NUTONE MODEL

COMPLETE W/ ACCESORIES, INTERLOCKED W/ LIGHT SWITCH NUTQT200 FOR 200 CFM. EXHAUST AIR

TE-2

AND VENTED THROUGH WALL, 6" ~. 1 (ONE) UNITS NEEDED

F-2


CARRIER MOD # 58 MXB 060-12 (92% AFUE MIN)HIGH EFFICIENCY, GAS FIRED DOWNFLOW FURNACE



220 CFMEXH

4" DIA. DRYERVENT UP THRUWALL W/ WP CAP

4"X10" SHEET MTLTRANSFER GRILLABOVE DOOR (TYP)

SUMP PUMPAND EJECTORPUMP

BASEMENT FLOOR MECHANICAL PLAN

MASTER BEDROOM

M. BATH

LAUND

RY/

UTI

LITY

BEDROOM #2

BATH #2

W.I.C. W.I.C.

MASTER BEDROOM

M. BATH

LAUND

RY/

UTI

LITY

BEDROOM #3BEDROOM #2

BATH #2

UNIT 1A

UNIT 1B

F-1

F-1

HWH

HWHFD

FD

FD

FD

CO. SD.

CO. SD.

TE-2

TE-1

TE-1

TE-2


110 CFMEXH

110 CFMEXH

220 CFMEXH

2" PVC CONCENTRICVENT W/ COMBUSTIONAIR UP THRU ROOF SEEDETAIL A/M1.2NEW HWH FLUE

SUMP PUMPAND EJECTORPUMP

93 CFMSA

92 CFMSA

55 CFMSA

CFM R.O.158

CFM R.O.77

BEDROOM #3

CFM R.O.95

CFM R.O.77

CFM R.O.95

CFM R.O.158

61 CFMSA

50 CFMSA

50 CFMSA

90 CFMSA

61 CFMSA

61 CFMSA

50 CFMSA SA

90 CFMSA

55 CFMSA92 CFM

SA

93 CFMSA

105 CFM


4"X10" SHEETMTL TRANSFERGRILL ABOVEDOOR (TYP)

4"X10" SHEETMTL TRANSFERGRILL ABOVEDOOR (TYP)



6" DIA. SA

6" D

IA. SA

6" DIA. SA

6" D

IA. SA

6" DIA. SA

6" DIA. SA

6" DIA. SA

8x8 RAGRILL & DUCT

8x8 RA

371 CFM HIGH

12x10RADN FROM1ST FLR

DAMPERS (TYP)LOCK TYPE

8x6 SA 8x8 SA 10x8 SA 12x8 SA

10x10 SA 10X10 SA

10X10 SA

LIVINGUP TO

LIVINGUP TO

LIVINGUP TO

BUTLERUP TO

KITCHENUP TO

DININGUP TO

DININGUP TO

DININGUP TO

DININGUP TO

POWDERUP TO

6" DIA. SA

6" D

IA. SADAMPERS (TYP)

LOCK TYPE8x6 SA8x8 SA

LIVINGUP TO

LIVINGUP TO

6" D

IA. SA

6" DIA. SA 6" DIA. SA

6" DIA. SA

6" D

IA. SA

DAMPERS (TYP)LOCK TYPE

10x8 SA 12x8 SA

10x10 SA

8X6

SA

10X10 SA

12X10 SA

LIVINGUP TO

BUTLERUP TO

KITCHENUP TO

DININGUP TO

DININGUP TO

DININGUP TO

DININGUP TO

POWDERUP TO

6" D

IA. SA

8x8 RAGRILL & DUCT

8x8 RA

371 CFM HIGH

12x10RADN FROM1ST FLR

14X12 TOTAL RA15X12 TOTAL SA

4" DIA. DRYERVENT UP THRUWALL W/ WP CAP

ELECMETERS


6" DIA. EXHAUSTVENT UP THRUROOF W/ WP CAP 6" DIA. EXHAUST

VENT UP THRUROOF W/ WP CAP

6" D

IA. SA

6" D

IA. SA

61 CFMSA

6" D

IA. SA

6" D

IA. SA

4'-0

" MIN

4'-0

" MIN

LOCK TYPEDAMPERS (TYP)

FULLLOUVEREDDOORSW/MIN 250SQ. IN OFFREE AREA

6" D

IA. SA


NEW HWH FLUE

6" D

IA. SA

14X12 TOTAL RA15X12 TOTAL SA

FULLLOUVEREDDOORSW/MIN 250SQ. IN OFFREE AREA

6" D

IA. SA

TANKLESSHWH

TANKLESSHWH

8X8 SA

10X8 SA

8X8 SA

10X8 SA

ORDINANCE REQUIREMENTS

VENTILATION SCHEDULE

BASEM

ENT

SPACE USEGLASS

LIGHT & VENTSQ.FT.

AREASQ.FT. VENT.

SQ.FT.(85%)

RACFM

TOTAL 39,500

15% S.F.

SUBTOTAL

5,152

34,348

75,000

EXHAUST

PLAN REQUIREMENTS

LIGHT & VENTCFMEXHAUST

MECH. VENT

SUPPLYCFM

GLASSSQ.FT.

MECH. VENT

SUPPLYSQ.FT.VENT.

CFM CFM

HEATING DATA

HEAT LOSSREMARKS(WINDOWS) BTU/HR

HEAT LOSSBTU/HRSUPPLY

CFMSA

REMARKS

117 2,519

60 1,000

2,274

2,184

1,525

112

50

F-1

F-1

HEATING CAPACITY OF 1,525 CFM

CARRIER MOD # 58 MXB 080-1680 MBTU INPUT, 75 MBTU OUTPUT. WITH A TOTAL

4,965 101

2,208 50

BEDROOM #2

LAUNDRY/ UTILITY

105 2,017

FIRST

FLO

OR

2,184

KITCHEN

50

F-1

F-1

F-1371CFM

17,826 362

21,693 420

9.4

8.4

4.7

4.2

NR 12.8

12.8

14.4

14.4

(2) B

(2) B

NR

BEDROOM #3 NR

NR NR

165 13.2 7.7 NR 13.4 15.0 D, KE-1288 CFM

9,935DINING ROOM 224 17.9 9.0 NR NR

8,164LIVING ROOM & ENTRY 284 22.7 11.4 NR 76.4 72.6 E, (2) CNR

32 2.6 1.3 NR NR NR NR NR N/ABUTLER 1,000

POWDER ROOM 28 2.2 1.1 NR NR NR N/A TE-1110 CFM42 CFM 1,000

90

2,184 50

F-1, KE-1

F-1

F-1, TE-1

N/A

4,404

5,500N/A N/A

N/A

2.44.8 NR NR N/A N/A

51 1,011NR NR NR B, TE-176.5 CFMBATH #2 4.1 2.0 N/A 110 CFM

90 7.2 3.6 NR NR NR NRMASTER BATHROOM 1,250B, TE-2

N/A 440 CFM

72.6 81.9 F, (2) CN/A N/A

2,729 55 N/A

793CFM

F-1, TE-2

F-1

F-1, TE-1

240 4,178 9,123 18519.2 9.6 NR 24.0 27.0 N/AN/A (3) A F-1NRMASTER BEDROOM

NR

220 CFM

N/A

N/A

UNIT

S 1

A A

ND

1B

135 CFM

NR

N/A

N/A

N/A

ENGINEER:CONSULTING

CHI

CA

GO

, IL

6060

7

SHEET NO.

SCALE :

SHEET TITLE

CAD SAVED NAME:

DRAWN BY:

DATE :

PROJECT NUMBER:


1040

WES

T PO

LK S

TREE

TD

C 2

011,

stud

io D

arc

hite

ctur

e LL

C

studio arch

itect

ure

Des

ign

Firm

#: 1

84-0

0444

7

A

ll Rig

hts R

eser

ved

P 31

2.42

1.77

61

F 31

2.42

1.77

6220

10 W

est F

ulto

n St

reet

, Sui

te F

-258

stud

io D

arc

hite

ctur

e LL

C

ww

w.st

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dllc

.net

8.26.1180% BID REVIEW

AS NOTED

M 1.1

PLANS& UNIT 1A/1B

NOTESMECHANICAL

2011-1040

MECH-1040.DWG

8.24.11

LR

12 | RB 5 | RB


Project: 2464 W Hutchinson StreetStudio D: Addition & Alterations to existing Single Family Home

ATOM Radoslaw Bafia

34 Story Hotel

LEED

65 Points

The Hotel achieved LEEDgold w/ 65 points, whilestill turning a profit.

ATOM Radoslaw Bafia

34 Story Hotel

TOTAL: $95,937,523

27%

67.8%

SOFT COSTS: $25,940,5005.2%

HARD COSTS: $65,022,023

LAND: $4,975,000

$132.67/sqft

$52.93/sqft

$10.15/sqft

100%$195.75/sqft

ATOM Radoslaw Bafia

34 Story HotelSources & Uses Breakdown

PROJECTEDHOTEL SALE

$144,300,032

CONSTRUCTION

LOAN

$62,359,390

EQUITY$33,578,133

NET CASH

FLOW

$13,806,133

$95,937,523

PROJECT COSTS

$62,359,390

CONSTRUCTION LOANREPAYMENT EQUITY REPAYMENT

$33,578,133

$31,084,321

$31,084,321

EQUITY PARTNER

DEVELOPER

SOURCES

USES

ATOM Radoslaw Bafia

34 Story Hotel

GSF: 490,113 PARKING: 123,03525%284 SPACES

HOTEL TOWER: 300,864 61%528 KEYS (81% EFFICIENT)

MEETING SPACE: 49,21410%RETAIL: 6,300 1.5% LOBBY/AMENITIES: 10,700 2.5%

NSF:311,603

100%

67%

RENTABLE: 20,531

Square Footage Breakdown

Cost breakdownThis was a project where I directly dealt with the client and met their needs along the design process. The client bought an existing frame building and wanted to add the maximum additionallowable via zoning. We dealt with zoning adjustments and I had to justify the square footagevia zoning allowable FAR. From there it was a gut rehab with an addition and underpinning ofa basement. The client is now satisfied with the drawings and they are being sent through thebidding and permit process. The drawings included a full set, from design to construction documents, including MEP, Framing, Sections, Details, and Zoning along w/ Light & Vent Calcs.

MINIMUM LIMITS AND NOT THE ENTIRE SCOPE OF WORK. REMOVED. THUS, THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE IMPLIES THAT ALL MINOR ITEMS COINCIDENT WITH THE MAJOR ITEM BE HEREIN IS TO CONVEY THE MAJOR ITEMS TO BE REMOVED, BUT ALSO DEMOLITION. THE INTENT OF THE DEMOLITION NOTES CONTAINED

WHICH IS TO REMAIN AND/ OR BE REUSED. ALL ITEMS INDICATED TO BE

ARCHITECT SHALL BE NOTIFIED OF ANY LATENT AND UNFORESEEN

DEMOLITION THAT IS NOTED FOR THE EXISTING FACILITY AND SYSTEMS CAN NOT POSSIBLY CONVEY ALL OF THE ELEMENTS OF WORK IN THE

SECURE ANY DAMAGED AREAS AS REQUIRED TO MAINTAIN A SAFE CONDITIONS WHICH WILL ADVERSELY AFFECT THE PROGRESS OF WORK.

ENVIRONMENT FOR ADDITIONAL EVALUATION AND REMEDIAL WORK TO OCCUR.

INFORMATION CONTAINED WITHIN THESE DRAWINGS IS BASED ON

ACCURACY OF THE PLANS AND INFORMATION CONTAINED HEREIN. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EARLIER DOCUMENTATION AND FIELD VERIFICATION OF APPARENT ITEMS.

SALVAGED SHALL BE CAREFULLY REMOVED

COMPLETION OF THE WORK UNDER EACH PHASE SHALL REMOVE FROM

MECHANICAL, ELECTRICAL, PLUMBING WORK, ETC. THAT WILL PROTECT THE EXISTING CONSTRUCTION, INCLUDING THE CONTRACTOR SHALL PERFORM DEMOLITION IN SUCH A MANNER

LEAVE THE AREAS BROOM CLEAN. SITE BURNING WILL NOT BE ALLOWED THE PREMISES ALL RUBBISH, IMPLEMENTS, AND SURPLUS MATERIALS AND

THE WORK, INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

ACCUMULATION OF WASTE MATERIAL AND RUBBISH AND AT THE THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE

FEDERAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER SHALL COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF ALL ALL LABOR, MATERIALS AND CONSTRUCTION MEANS AND METHODS

CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES,

COORDINATING ALL PORTIONS OF THE WORK.OR CONTRACT DOCUMENTS) AND PROCEDURES, AND FORSEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY THE OWNER

CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVEUSING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THETHE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,

PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAINFROM DAMAGE DURING CONSTRUCTION, FOR THE EXTENT OF THEDEMOLITION AND MODIFICATION.

BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACTDOCUMENTS

BE CONTRARY TO THESE DWGS

THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROMOTHER DEMOLITION WORK REQUIRED TO PRODUCE THE

COLUMNS, WALLS, FLOORS AND ROOF PER PLANPROPERLY SHORE EXISTING STUCTURE WHEN REMOVING

PRIOR TO DEMOLITIONS OF WALLS, COLUMNS, FLOORS AND ROOFS, THE CONTRACTOR SHALL VERIFYEXISTING STRUCTURAL CONDITIONS AND ALL BEARING WALLS AND CONSULTTHE ARCHITECT AS TO STRUCTURAL CONDITIONS THAT MAY

DEMOLITION NOTES

DEMOLITION WALL & SYMBOL LEGEND DESCRIPTION

EXISTING INTERIOR PARTITION TO BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

SYMBOL

EXISTING INTERIOR PARTITION TO REMAIN

EXISTING EXTERIOR FRAME WALL TO REMAIN

EXISTING EXTERIOR FRAME WALL TO BEREMOVED

BASEMENT FLOOR DEMOLITION PLAN

UNFINISHED BASEMENTEXISTING

REMOVE EXISTINGWASHER & DRYER &ALL RELATED ITEMS.

REMOVE EXISTINGHWH AND ALLRELATED ITEMS.

REMOVE EXISTINGFURNACE AND ALLRELATED ITEMS.

REMOVE EXISTINGELEC. METER ANDALL RELATED ITEMS.


REMOVE EXISTINGWATER METER ANDALL RELATED ITEMS.

REMOVE EXISTINGLAUNDRY TUB ALLRELATED ITEMS.










REMOVE EXISTINGWOOD COLS,FOOTINGS AND ALLRELATED ITEMS.

REMOVE EXISTINGCONC. STEPS ANDALL RELATED ITEMS.


REMOVE EXISTING WINDOW& ALL RELATED ITEMS.

REMOVE EXISTINGPORTION OFEXISTING FOOTING















FIRST FLOOR DEMOLITION PLAN

BEDROOMEXISTING

PORCHEXISTING

ENCLOSED PORCHEXISTING

W.I.C.EXISTING BATH

EXISTING

KITCHENEXISTING

BEDROOMEXISTING

LIVING ROOMEXISTING


DINING ROOMEXISTING












REMOVE EXISTINGEXTERIOR WALL. PREPFOR NEW DOOR.

REMOVE EXISTINGPLUMBINGFIXTURES AND ALLRELATED ITEMS.

WOOD DECKEXISTING



REMOVE EXISTINGWOOD DECK & ALLRELATED ITEMS

REMOVE EXISTINGFIXTURES, CABINETS ANDALL RELATED ITEMS.









REMOVE EXISTING SIDING &ALL RELATED ITEMS. PREPFOR NEW SIDING (TYP.)REMOVE EXISTING SIDING &

ALL RELATED ITEMS. PREPFOR NEW SIDING (TYP.)

ATTIC FLOOR DEMOLITION PLAN









REMOVE EXISTINGEXTERIOR REAR WALL &ALL RELATED ITEMS

REMOVE EXISTINGEXTERIOR FRONT WALL& ALL RELATED ITEMS

ENGINEER:CONSULTING

CHI

CA

GO

, IL

6061

8

SHEET NO.

SCALE :

SHEET TITLE

CAD SAVED NAME:

DRAWN BY:

DATE :

2464

WES

T HUT

CHI

NSO

N S

TREE

T

PROJECT NUMBER:



DC

201

1, st

udio

D a

rchi

tect

ure

LLC

P 31

2.42

1.77

61

F 31

2.42

1.77

6220

10 W

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ton

St.,

Ste

F-25

8, C

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L 60

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AS NOTED

D 1.0

NOTESAND

PLANSDEMOLITION

Demolition Drawings- Maintained as much existing as possible

4 | RB 13 | RB

Hotel Render Hotel first floor

Project: 2464 West HutchinsonStudio D: Addition & Alterations to existing Single Family Home


ATOM Radoslaw Bafia

34 Story Hotel

Administration:681 sq ftRentable: 6,319 sq ft Circulation: 978 sq ft (No Elevators)Storage/Mechanical: 4,557 sq ft.

Summary

First Floor Plan (Lobby)

MANAGEMENT

Amenities: 4,490 sq ft

ATOM Radoslaw Bafia

34 Story Hotel


Restaurant, Lounge


ATOM

ATOM Radoslaw Bafia

34 Story Hotel


Restaurant, Lounge


ATOM

EL. +0'-0"GRADE



81212

8



L-1L-1L-1

L-1

FRONT ELEVATION



SEE DETAIL 12/A 1.3

L-1

L-1














SEE DETAIL 12/A 1.3

CONTINOUS RIDGE VENT12:8CONTINOUS RIDGE VENT12:8

EL. +0'-0"GRADE





LEFT SIDE ELEVATION

L-2L-2

L-1H-1

L-1L-1L-1H-2H-1H-1









SEE DETAIL 12/A 1.3



ALUMN. D.S.


ALUMN. D.S.






L-2 L-2

L-1 H-1

812

128

EL. +0'-0"GRADE





L-1



L-1

REAR ELEVATION




WOOD LATTICE

ON CONC. FDN.TS 4"x4"x3/8" COLUMNON 12" DIA. CONC. SONOTUBE

42" BELOW GRADE


SEE DETAIL 12/A 1.3



L-1

L-1 L-1

CONTINOUS RIDGE VENT12:8 CONTINOUS RIDGE VENT12:8

EL. +0'-0"GRADE





L-1L-1L-1

RIGHT SIDE ELEVATION

L-1L-1L-1L-1L-1L-1

L-2 L-2 L-2L-2






ALUMN. D.S.





SEE DETAIL 12/A 1.3






SEE DETAIL 12/A 1.3


ALUMN. D.S.



NON-COMBUSTIBLEMETAL STAIRS W/36" HIGH O.I.RAILINGS AND 42"HIGH O.I. GUARDRAILS W/ PICKETS @4" O.C MAX.

L-1L-1

H-2

L-1

(2 OR 3) 2 x 12 HEADERS

L-1 2x STUDS(2) 2 x 10 HEADERS 6"

L-2 2x STUDS6"

MARK MEMBER WALLBEARINGEA. END

HEAD/SILL

(2) 600S200-54 BOXED

(2) 600S162-43 BOXED

H-2

H-1

HEADER SCHEDULEMARK HEADER JAMB STUDSTRACK

LINTEL SCHEDULE

+ (2) 600T125-43 600S162-43 (2) 600S200-43

(3) 600S200-54 600S125-54 + (2) 600T125-54

THICKNESS

ENGINEER:CONSULTING

CHI

CA

GO

, IL

6061

8

SHEET NO.

SCALE :

SHEET TITLE

CAD SAVED NAME:

DRAWN BY:

DATE :

2464

WES

T HUT

CHI

NSO

N S

TREE

T

PROJECT NUMBER:



DC

201

1, st

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D a

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P 31

2.42

1.77

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AS NOTED

A 2.0

ELEVATIONSEXTERIOR

Final elevations per owner requests

This was a project I did for a client who purchased an existing chapel, and wanted to convince the zoning administration and mayor of Bridgeview, IL to allow him to convert it to a dealership with minor changes. I workedwith the client from day one to ensure that he got what he wanted. The presentation board was presented to theboard of administators at the village hall and they approved the addition. The scope of work includes new parking,an awning over the entry, stone veneer for additional curb appeal, new trim details,new roof, new windows/doors, and reconfiguring the interior. I wanted to maintain as much existing as possible per the client’s request, but still make it more appealing. The client was very pleased, and the project is currently under construction.

Project: Dealership RenovationMidway Autohaus : Renovation & addition of existing chapel

Personal Clients

INF sionSOUTH LOOP

shop | DINE | LIVE | WORK | LEARN | LIVE


Building Breakdown

In The WorksProject: Elliot Donnelly Youth Center Deep Energy RetrofitEva Kultermann: Deep Energy Retrofit to Existing Building

September 21December 21

June 21March 21

N15° 30° 45° 60°

75°90°

105°

120°

135°

150°

165°

180°

195°

210°225°

240°

255°

270°

285°

300°

315°

330°

345°

0809 10

11

12

13

14

15

16

fc

21.0+

19.0

17.0

15.0

13.0

11.0

9.0

7.0

5.0

3.0

1.0

Lighting AnalysisDaylighting LevelsValue Range: 1.0 - 21.0 fc© ECOTECT v5

N 15° 30° 45° 60° 75°90°

105°

120°

135°

150°

165°

180°

195°

210°225°

240°

255°

270°

285°

300°

315°

330°345°

06

07

08

09

101112

13

14

15

16

17

%

40.0+

36.0

32.0

28.0

24.0

20.0

16.0

12.0

8.0

4.0

0.0

Lighting AnalysisDaylight FactorValue Range: 0.0 - 40.0 %© ECOTECT v5

Radoslaw Bafia

Daylight Results

Ecotect Software

Gym

-Through skylights and openings, the builging receives more daylighting and takes advantage of solargains in the winter from the south, while blocking them in the summer with overhangs.

LowerLevel

Natural Light Levels

December 21

June 21

This semester I have focused mainly on energy and deep energy retrofits. 3 classes deal withenergy modeling. For the Elliot Donelly project, we worked as a team to measure the existingbuilding, mechanical, electrical, and useages. From there we set off to design specific changes to help the building’s performance as well as visual appeal. I am using Ecotect & Vasari to model.

Project: Santiago Calatrava Athens Olympic Stadium Case Study [Revit]John Manaves: Case Study Advanced BIM: RevitI am currently modeling Calatrava ‘s Athens Olympicstadium in Revit in detail in order to learn to exploit BIM modelling to its fullest

Radoslaw Bafia Design Portfolio

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Transcript of Radoslaw Bafia Design Portfolio