Jesse Nguyen Resume by jessenguyen

EDUCATION

PROFESSIONAL EXPERIENCE

2010-2013 Illinois Institute of Technology Master of Architecture Chicago IL

Intern Architect - Produced drawings, models, and renderings for Summer 2013 proposals, permits, bids, and construction Dirk Denison Architects - Conducted site visits and communicated with clients, contractors, and vendors - Prepared marketing material for portfolios, presentations, award submissions, etc.

2004-2009 University of British Columbia Bachelor of Fine Arts Vancouver BC 2000-2004 Notre Dame Regional Secondary School High School Graduate Vancouver BC

AWARDS/ACHIEVEMENTS 2013 2011, ‘12 2011, ’12, ‘13 2007, ‘09 2008 2008 2007 2006 2004 2003 2001, ‘02 2001

Finalist for Master’s Thesis Project Award Awarded Student Assistant Scholarship Work selected to be shown at I.I.T. Spring Show Student Aid Bursary for Undergraduate Students Award Art work selected to be displayed in art show (Today’s Special ) Essay (“Artist, Curator, Critic: Who holds the power?”) published in The Promont Alma Mater Society Special Bursary Award David King Award for Academic Excellence Don Modjeski Award for being top math student over 5 years in high school Fermat Math Award Placed in top 11% in FSA Testing American Scholastic Mathematics Association Award

Graphic Designer Spring 2013 I.I.T. Dirk Denison

- Collected, organized, and compiled research f rom I.I.T. seminar on housing -Designed and published a cohesive book

Teacher’s Assistant Aug 2012 - May 2013 I.I.T. Jonathan Miller

- Collected and compiled student work and and produced a unified book - Led class discussions and presentations - Acted as liaison between professor and students

Teacher’s Assistant Aug 2011 – May 2012 I.I.T. Materials Lab

- Learned how to use many different tools and modeling techniques - Supervised and taught other students how to use various tools - Trained for workshop safety protocol (HAZMAT)

Carpenter Seasonal; 2004-2010 Van New Construction

- Contributed to completion of high-end residential condominiums and townhomes - Learned to read and implement construction documents

Sales Audit/ Expense 2004-2010 Costco Wholesale

- Audited sales and expense sheets - Worked with extreme attention to numbers and details at different scales

28 August 2013 RE: Recommendation for Jesse Nguyen

To Whom It May Concern, It is with pleasure that I strongly recommend Jesse Nguyen for employment at your firm. I have had the good fortune of knowing Jesse for over a year, both as a graduate student at the Illinois Institute of Technology, and as an Architect Intern in my office during the summer of 2013. Jesse was a student in my Housing Seminar in the fall of 2012 and in my Masters Project Studio in the spring of 2013 for his last semester of study in the Masters Program at IIT. In both courses, Jesse was one of the strongest students, consistently exhibiting his passion for design and his incredible dedicated work ethic. His work was thorough, well conceived, and of great quality. Jesse has a tremendously talented hand, continuously demonstrated through his dayto-day sketches and more formal presentation material. Jesse also worked at Dirk Denison Architects as an Architect Intern during the summer of 2013. Though he was only in our office for a few months, Jesse was a great addition to our staff. He was very motivated and worked on a variety of projects, offering experience at various stages of design. His personality and collaborative nature also made a positive impact on the office atmosphere. Had it not been for him returning to Vancouver, I would have gladly kept him on our staff as a full-time employee. I highly recommend Jesse for an entry-level architectural position. His strong character and skills make him an exceptional candidate for your consideration. Please do not hesitate to contact me if you require additional information. Most sincerely,

Dirk Denison, FAIA Principal, Dirk Denison Architects Professor, Illinois Institute of Technology, College of Architecture

THESIS MASTER PROJECT

ILLINOINS INSTITUTE OF TECHNOLOGY COLLEGE OF ARCHITECTURE SPRING 2013 JESSE NGUYEN PROFESSOR DIRK DENISON

POLYDWELLINGS

1/128" = 1' SITE MODEL

PERSONS/ACRE 860+

430

FAMILY INCOME $200K +

$100K

2KM 2MI

.4KM .4MI

VANCOUVER, BC

THIS IS A PROPOSAL FOR THREE MIXED-INCOME, MIXED-USE RESIDENTIAL COMPLEXES IN VANCOUVER, CANADA. VANCOUVER�S CURRENT URBAN GEOGRAPHY IS UNIQUE BECAUSE 50% OF ITS LAND USE IS DEDICATED TO SINGLE FAMILY RESIDENTIALHOMES. THIS IS AN INEFFICIENT MODEL BECAUSE VANCOUVER�S POPULATION GROWTH IS CURRENTLY OUT-PACING CANADA�S NATIONAL AVERAGE BY 9%. INCREASING THE AVAILABLE HOUSING STOCK AND SUBSEQUENTLY, INCREASING THE POPULATION DENSITY, IS REQUIRED TO PROVIDE ADEQUATE HOUSING THAT CAN BEGIN TO MEET THE EXISTING DEMAND.

PUBLIC PROGRAM AND AMENITIES

GROUND LEVEL

COMMUNITY INTERACTION

The three sites are located immediately adjacaent to each other. The goal is to increase housing stock so it was important to select three empty lots as opposed to tearing down existing buildings. I have also chosen this site because it is located in a buffer zone between the downtown peninsula and Vancouver's poorest neighbourhood. The two distinct areas are within just 2 miles of each other. A large goal of this project was to create a community that is attractive to new residents but one that also does not displace current residents. This was achieved by increasing retail and amenities for the community. This will improve the local economy and expedite the community's development. Secondly, there was ample space allocated to social services to provide support for the lower income residents. Lastly, there are various scales of public outdoor space that are adaptable to numerous programs (from balconies and interior courtyards to an open park) to encourage interaction between all community members. A focus was placed on organizing public program and amenities so that pedestrian traffic and sidewalk activity would increase.

PROGRAM SECTION

SITE 1 INCREASED PEDESTRIAN ACTIVITY

PUBLIC COURTYARD

MATERIALITY: PERFORATED COPPER SCREEN

MATERIALITY: HORIZONTAL WOOD FACADE

MATERIALITY: MASONRY BRICK WEAVE

PREFABRICATED BRICK PANEL This project is sited in one of Vancouver's oldest neighbourhoods, VIctory Square. The existing architecture is compressed of mid-rise masonry buildings commonly seen around North America built in the last century. There was an effort to acknowledge the area's history without imitating the area's surrounding architecture. This challenged was tackled by choosing materials that will age gracefully and create their own stories and histories - copper which patinas to a vibrant green, timber which loses its colour and turns into a steel gray, and masonry whose weight speaks of timelessness. Having three buildings cladded in different materials will create individuality, identity, and pride. An attempt was made to use the materials to skin the building in interesting ways that still stayed true to the material's essence. For example, the unit of the brick was translated into the unit of the prefabricated panel that is still stacked the same way a traditional brick would be. The unit of the brick was further emphasized by offsetting the way each was stacked to create an interesting texture. Thirdly, depending on the program of the specific part of the building, bricks were taken out of the wall to create openings.

MATERIALITY

In an ode to the area's strong industrial past, the facades are mechanically operable. This gives the inhabitants the ability to control natural lighting and fenestration.

SITE2: OPERABLE FACADE

MIXED-INCOME 12

DIVERSE UNIT MAKE-UP

Circulation is key to all housing projects. In this case, circulation includes organization of unit types - market and subsidized. It was important that various units were dispersed throughout the project, so as to not segregrate. Buildings also shared one residential entrance and lobby. Units are all organized in U-shapes to provide shared outdoor courtyards elevated above the street. Additionally, units were pushed and pulled to to create varied floor plates to accomodate square-footage unit requirements. This created balconies or sunrooms in some units and increased square-footage in other units.

SITE2: TYPICAL RESIDENTIAL UNIT LAYOUT

RESIDENTIAL COURTYARDS

20FT

SITE3: OPERABLE WOOD FACADE AS SCREEN

SITE 1: PERFORATED SCREEN

FACADE MODEL

LAYERING

FACADE SECTION

CIRCULATION 16

SITE3: TYPICAL RESIDENTIAL UNIT LAYOUT

25FT

SITE1: PRIVATE COURTYARD

SHARED OUTDOOR SPACE 18

SITE2: COURTYARD PERSPECTIVE SECTION

GATHERING SPACES SITE2: 1/16" = 1' SCALE MODEL

DYNAMIC SCREENING 20

SITE1: 1/16" = 1' SCALE MODEL

POLYDWELLINGS SITE3: 1/16" = 1' SCALE MODEL

JESSE NGUYEN

DIRK DENISON ARCHITECTS

1 A203

A-300.00

18'-0" ARD) (SIDE Y

(R) ' 2 6 . 1 24 EXISITING LIGHT POST TO BE REFURBISHED

EXISITNG CHAINLINK FENCE ALONG PROPERTY LINE WITH GOLF COURSE -NO CHANGE

(R) 0.00' R=44 ) .73'(R A=37

REPLACE ENTIRE EXISITNG ASPHALT DRIVEWAY WITH WATER WASHED CONCRETE NO CHANGE TO GRADE

EXISITING LIGHT POST TO BE REFURBISHED

REPLACE ENTIRE EXISITNG ASPHALT DRIVEWAY WITH WATER WASHED CONCRETE NO CHANGE TO GRADE 60' LONG 8" WIDE CURB TO BE ADDED ALONG EAST SIDE OF DRIVEWAY TO DISCOURAGE VEHICLES FROM SLIPPING OFF EDGE FINISH TO MATCH DRIVEWAY

5" WIDE COBBLE EDGER -TYP.

TOTAL SURFACE AREA OF PROJECTED ROOF: 4,868 SF TOTAL INCREASE OF SURFACE AREA OF EXISITING ROOF SURFACE: 196 SF

EXISITING LIGHT POST TO BE REFURBISHED

'(R) 179.64

REPLACE ENTIRE EXISITNG ASPHALT DRIVEWAY WITH WATER WASHED CONCRETE NO CHANGE TO GRADE

REFER TO SHEET A-003.00 DETAIL 2 FOR LOWER LEVEL COVERED TERRACE DESIGN (NOT SHOWN THIS SHEET)

NEW ~3'' SCULPTURAL ROCK INTEGRATED INTO LANDSCAPE DESIGN THIS AREA.

REUSE EXISITING EQUIPMENT PAD FOR NEW CONDENSER AND GENERATOR

EXISITING LIGHT POST TO BE REPLACED

ARCHITECT: R/

DIRK DENISON ARCHITECTS

REFURBISH MAILBOX @ SAME LOCATION

'(R) 141.96

REFER TO SHEET A-003.00 DETAIL 1 FOR MAIN LEVEL TERRACE DESIGN

60'-0" D) R A Y R (REA

1123 West Washington Chicago, Illinois 60607 312.455.1388 (p) 312.455.1264 (f ) www.dirkdenisonarchitects.com

STRUCTURAL ENGINEER:

ENSPECT ENGINEERS 8300 Mississippi Street Merrillville, IN 46410

TOTAL INCREASE OF IMPERMEABLE SURFACE FROM EXISITNG HARDSCAPE: 200 SF REPLACE ENTIRE EXISITNG ASPHALT DRIVEWAY WITH WATER WASHED CONCRETE NO CHANGE TO GRADE

219-736-6002 (p)

MEPFP CONSULTANTS:

Building Engineering Systems 444 N. Wells Street, Suite 501 Chicago IL 60610 USA

312.836.0595 (p)

(FR

EXISITING LIGHT POST TO BE REFURBISHED

SITE PLAN 0

1/4" = 1' - 0" 8

18'-0" ARD) (SIDE Y

OK LA TED BAYBROERETOFORE DEDICA WAY H HT-OF66' RIG

33'-0"

40'-0" D) R A Y T ON ISSUANCE: #:

DATE:

1 2 3 4 5 6 7 8 9

JULY 15, 2013 AUGUST 15, 2013

DESCRIPTION:

LOCATION:

) R ( ' 0 0 . 240

GINGER CREEK PERMIT SET

23 Baybrook Lane Oak Brook, IL 60523

PROJECT:

Renovation and Addition to an Existing Residence

HUANG RESIDENCE CAD FILE: DRAWING TITLE:

SITE PLAN DRAWING NUMBER:

A-002.00

RCP LEGEND SYMBOLS SHOWN FOR REFERENCE AND LOCATION PURPOSES ONLY. PLEASE REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS. COORDINATE EXACT LIGHT FIXTURE LOCATIONS WITH INTERIOR ELEVATIONS AND LIGHTING DETAILS RECESSED CIRCULAR FIXTURE (FOR ADJUSTABLE FIXTURES ALSO - SEE SCHED.) RECESSED OR SURFACE-MTD. WALL FIXTURE RECESSED UNDERCABINET STRIP LIGHT - SEE SCHEDULE FOR EXACT LENGTHS INDIRECT LED COVE LIGHT

EXISTING STEEL & CONCRETE TREAD STAIR TO REMAIN; REPAIR, SAND, PRIME, & PAINT

DECORATIVE SURFACE-MNT, SEMI-RECESSED, OR PENDANT FIXTURE - TYPE TBD. KP 82 KEYPAD (SEE ELECTRICAL DRAWINGS)

Z0-00

ZONE DESIGNATIONS (SEE ELECTRICAL DRAWINGS) - NOT USED

LIGHT FIXTURE TYPE DESIGNATION (SEE ELECTRICAL DRAWINGS) B.O. CLG. + 16' - 3" FINISHED HEIGHT AT CEILING (SEE ALSO INTERIOR ELEVATIONS)

IMPORTANT NOTES: A. - ALL RECEPTACLES SHALL BE SPACED ACCORDING TO NEC 210.50 B - AFCI & GFCI SHALL BE INSTALLED ACCORDING TO NEC 210.12 & 210.8 C. - BATHROOM RECEPTACLES AND LUMINAIRES SHALL COMPLY WITH NEC 406.8 (C) AND 410.10 (D) D. -FOR MORE INFORMATION, REFER TO "E" SHEETS

HD HEAT DETECTOR

EXISTING CONCRETE PATIO TO BE RECLAD WITH A BLUE STONE VENEER

APP

GFCI

F1 EXIST.

113-A

EXIST.

UP TO LED TROUGH LIGHTS

S HOMERUN TO FAMILY RM MEDIA

LFT

HOMERUN S TO FAMILY RM MEDIA

APP

HOMERUN TO FAMILY RM MEDIA

TV:

DENOTES RECEPTACLE FOR TELEVISION; COORDINATE LOCATION WITH TV SPECS

GFCI: DENOTES RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTOR FOR OUTLETS NEAR SINK OR WET LOCATION.

TO POST LIGHT AT STAIR

HALF-SWITCHED DUPLEX RECEPTACLE OUTLET FLOOR-MOUNTED RECEPACLE BOXES: FOR CONCRETE FLOORS: LEW, #SH-6262-58 W./ 2 #6304-DFB-LR-A, SATIN NICKEL OR SATIN CHROME FOR WOOD FLOORS: LEW, #RCFB-1, W./ RCFB-1-BP, BRASS

TO LANDSCAPE PATH LIGHTS AND KOI POND LIGHTING

APP

CEILING-MOUNTED SUPPLY DIFFUSER (SEE MECH. DRAWINGS FOR SPECIFICATION)

109-A

IW-1A

109 1

1 HR. RATED DUMBWAITER F1 F1 SHAFT AND 1 HR. DOOR

NEW: 35' LENGTH LIGHT

F5 COVE USING EXISTING TRIM

LEWS RCFB-1-A

IW-3

36" GLASS GUARD RAIL AND WD. HAND RAILING, TYP. 10 3/4" WD. TREADS WITH 3/4" NOSING, TYP.

VERIFY CEILING

UP TO CHAND.

HALL 107 F2

EXIST.

107 1

106 2

IN CAB.

IW-1

F1 POWDER 108

F2A

HALL 106

IW-5

105-B

BATHROOM 105 F1A

DIRK DENISON ARCHITECTS

EX EW-5 (SIM. INSTALL EXTERIOR LIMESTONE CLADDING)

BEDROOM 104

STRUCTURAL ENGINEER:

ENSPECT ENGINEERS 8300 Mississippi Street Merrillville, IN 46410 219-736-6002 (p)

EXIST.

MEPFP CONSULTANTS:

BEDROOM 103

Building Engineering Systems 444 N. Wells Street, Suite 501 Chicago IL 60610 USA

EXIST.

312.836.0595 (p)

CE:

EXIST.

69'-

EXIST.

IW-3

TAN

F1A

EXIST.

104-B

DIS

F2A

OCCUPANCY SENSOR

312.455.1388 (p) 312.455.1264 (f ) www.dirkdenisonarchitects.com

INSTALL STAINED CLR WESTERN RED CEDAR SIDING BELOW EXTERIOR DECK SOFFIT USE ~5 1/2" WIDE W/ 1/4" GAP TO MATCH WIDTH OF ADJACENT T&G SOFFIT SPACING -TYP. , REPLACE WITH REMOVEABLE USE CAMO TYPE FASTENERS TYP. USE NEW ST. STL. REMOVEABLE FASTENERS AT OUTERMOST AND INNERMOST BOARD TO ACCESS FOR PERIODIC MAINTENANCE. -TYP.

ESS

LEWS RCFB-1-A W/ DATA

103-A

103 1

IW-1

NEW 18" x 18" ACCESS PANEL TO ROOF

F1A DEN 102

EXIST.

1123 West Washington Chicago, Illinois 60607

EGR

TO POST LIGHTS AT DRIVE

ARCHITECT:

EXIST.

IW-8

NOTE: REFER TO LANDSCAPE PLAN FOR LIGHTING AT TERRACE

IW-5

SD/ CO

F1A

F2A

EXIST. EX EW-4

O C

EXIST.

EX DK-1

REMOVE ALL EXIST'G PNTD CLR EXISTING 36" WOOD GUARD CEDAR LAP SIDING AT EXT SOFFIT RAIL TO REMAIN, REPAIR AS FLIP OVER, PREP & RE-PURPOSE REQUIRED, FOR "LIKE NEW" REFER TO FOR SOFFITS AFTER BEING APPEARANCE & FUNCTION, TYP. FINISHED -USE STOCK TAKEN FROM LANDSCAPE PLAN EXISTING METAL STAIRS TO BASEMENT SOFFIT REMAIN, REPAIR, PRIME & PAINT AS REQUIRED FOR "LIKE NEW" APPEARANCE & FUNCTION, TYP.

EX EW-5

LFT

104-A

F2A

EXIST. EXIST.

DN 4

F10 8'

GFCI

DASH LINE OF FIRE SEPARATION

EXIST.

HOMERUN TO FAMILY RM MEDIA

108-A

F1A PNTD WATER RESISTANT WALL BOARD @ SHOWER

F10 8' IW-4

106 3

NEW WOOD SCREEN DASH LINE OF PARTITIONS FIRE SEPARATION

CLERESTORY

104 1

EXIST. IW-8

101-A

EX EW-3

DETAIL A -

105-A

102 1

101 2 S

40" INFINITY DRAIN FXTIF 6540

TUBES EXIST.

ALL CONTROLS TO BE VAREO BY LUTRON ALL RECEPTACLES TO BE VAREO BY LUTRON

IW-2

REMOTE INLINE FAN

SLOPE F3A

EXIST.

REPLACE EXISTING 15' FLOR. TUBES

F4 EXISTING WOOD DECK EXIST. STRUCTURE TO REMAIN, REPLACE FLOORING AS SCHEDULED

REMOVE PAINT OFF BEAM & RESTAIN DARK -COLOR TBD

EXISTING WOOD WINDOW FRAMES TO REMAIN, REPAIR AS HOMERUN GLAZING TO REQUIRED. REPLACE AS EXIST. FAMILY RM MEDIA SCHEDULED. F5

101 1

OR. 12' FL

EXIST.

NOTES: SECURITY SYSTEM NOT IN CONTRACT, G.C. TO COORDINATE W/ OWNER'S INSTALLER

EXIST.

EXISTING J. BOX

UP TO LED TROUGH LIGHTS

HOMERUN TO FAMILY RM RT MEDIA

106 1

LEWS RCFB-1-A

114 2

ISTING C E EX REPLA

LIGHTLY CLEAN EXIST'G WALNUT CLAD BEAMS

EGRESS DISTANCE FROM UPSTAIRS: 26' 8"

FOYER 101

TO MATCH EXISTING

EXIST.

UP 18 @ 6 7/8" R

FLOOR-MOUNTED RETURN GRILL (SEE MECH. DRAWINGS FOR SPECIFICATION)

INSTALL STAINED CLR CEDAR T&G SIDING AT NEW OVERHANG USE CAMO TYPE FASTENERS TYP. COOR. BOARD WIDTH W/ DECK SOFFIT FINAL SURFACES TO ALIGN -TYP

EXIST.

IW-3

DN. 15 @ 7 1/8" R

EX EW-5

ALL TELEPHONE/ DATA/ CABLE TO BE VAREO BY LUTRON CUSTOM MULTIGANG WALLPLATES BY VAREO COLOR TO BE DETERMINED WITH OWNER/ ARCHITECT

IW-2A

F10 3'

107-A

UP TO HALL

NEW WOOD AND DEPTH FOR FIXTURE GLASS SCREEN & REQ. F2A CABINET F2A MILLWORK

LEWS RCFB-1-A

IW-1

CEILING-MOUNTED RETURN GRILL (SEE MECH. DRAWINGS FOR SPECIFICATION)

IW-8

F1 PANTRY 110 DOWN TO LOWER LEVEL

FAMILY RM. 109

103-B

F11

110-A

DASH LINE OF FIRE SEPARATION IW-2

F1 F11

60" AFF

APP For TV

IW-4

IW-2 SD/ CO

W GFCI

DASH LINE OF FIRE SEPARATION

W IW-7 APP

111-B

110 1

112 2

VERIFY CEILING DEPTH FOR FIXTURE REQ.

SD/ CO

IW-3

NEW WOOD SCREEN PARTITIONS F2A F2A

EXIST.

F11

IW-7

105 2

F11

RT HOMERUN TO FAMILY RM S MEDIA

108 1

EXISTING MASONRY FIREPLACE & CHIMNEY TO REMAIN

IW-4

113 1

F5 ~42"

LIVING RM. 113

LFT

109 2

LEWS RCFB-1-A

REMOVE PAINT OFF FIR BEAMS AND RESTAIN DARK -COLOR TBD -TYP

R/F

EXIST.

S HOMERUN TO FAMILY RM MEDIA

CONTROL FOR ELECTRICAL IN-FLOOR RADIANT HEAT DUPLEX RECEPTACLE OUTLET APP: DENOTES RECEPTACLE FOR APPLIANCE; COORDINATE LOCATION WITH APPLIANCE SPECIFICATIONS

EW-1

LFT

J. BOX

TO MATCH EXISTING

111-A

GFCI

APP

PNTD EXT PLASTER OVER DENSGLASS GOLD

HOMERUN TO FAMILY RM MEDIA

GFCI

FLOOR-MOUNTED SUPPLY DIFFUSER (SEE MECH. DRAWINGS FOR SPECIFICATION)

F4 REMOVE PAINT OFF FIR BEAMS AND RESTAIN DARK -COLOR TBD -TYP

LFT

HOMERUN TO FAMILY RM MEDIA

114 1

. TUB ES

E EXIS TING 8' FLO R

F5 RE PLAC

EXIST.

NEW: 42" ROW LED STRIP LIGHTS

GFCI

KITCHEN 111

HOMERUN TO FAMILY RM MEDIA

EXIST.

APP

GFCI

DINING RM. 112

F5 REPLACE EXISTING 15' FLOR. TUBES

APP

INFRASTRUCTURE - DOOR PHONE (SHOWN FOR REFERENCE ONLY, SEE LV DRAWINGS AND ARCH. ELEVATIONS)

NEW STONE CLAD STEEL INSTALL STAINED CLR WESTERN RED CEDAR COLUMN SIDING BELOW EXTERIOR DECK SOFFIT USE ~5 1/2" WIDE W/ 1/4" GAP TO MATCH WIDTH OF ADJACENT T&G SOFFIT SPACING -TYP. , REPLACE WITH REMOVEABLE USE CAMO TYPE FASTENERS TYP. USE NEW ST. STL. REMOVEABLE FASTENERS AT OUTERMOST AND INNERMOST BOARD TO ACCESS FOR PERIODIC MAINTENANCE. -TYP.

TURN UP TERRACE MEMBRANE FLASHING 18" ONTO BUILDING WALL SHEATHING, LAP UNDER WALL MEMBRANE

EW-1

INFRASTRUCTURE - PHONE/DATA (SHOWN FOR REFERENCE ONLY, SEE LV DRAWINGS AND ARCH. ELEVATIONS)

NEW SECOND FLOOR ADDITION ABOVE

EX DK-1

EXISTING WOOD WINDOW FRAMES TO REMAIN, REPAIR AS F4 AS REQUIRED. REPLACE GLAZING SCHEDULED. EXIST.

CLG-MTD. SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR(SHOWN FOR REFERENCE ONLY, SEE LV DRAWINGS) INFRASTRUCTURE - PHONE (SHOWN FOR REFERENCE ONLY, SEE LV DRAWINGS AND ARCH. ELEVATIONS)

REMOVE ALL EXIST'G PNTD CLR CEDAR LAP SIDING AT EXT SOFFIT FLIP OVER, PREP & RE-PURPOSE FOR SOFFITS AFTER BEING FINISHED -USE STOCK TAKEN FROM BASEMENT SOFFIT

GENERAL NOTES: ALL SWITCH PLATES, OUTLETS, CATV, ETC TO BE FROM THE LUTRON VAREO SERIES IN STANDARD ARCH. MATTE FINISH TBD INCLUDE RESPECTIVE DRIVERS AND INTERFACE FOR ALL LAMP TYPES CONFIRM LED IS COMPATIBLE WITH VAREO SERIES USING DRIVER COOR. RECEPTACLES AND SPEAKERS WITH CLIENT'S A.V. CONSULTANT OR CONTRACTOR IF ONE IS USED.

SD/ CO

FLUSH MOUNTED CEILING SPEAKER (COOR. W/ CLIENT'S AV CONSULTANT)

EXIST.

EX EW-5 (SIM.)

ISSUANCE: EX EW-4

EXISTING STONE & PATIO, PATIO STEPS TO REMAIN, REFINISH AS REQUIRED, SEE EXTERIOR ELEVATIONS FOR DETAILS

EXIST. EXIST.

EXIST.

NEW MASONRY SPIRAL STAIR ENCLOSURE TO MATCH EXISTING CONSTRUCTION

DATE:

1 2 3 4 5 6 7 8 9

JULY 15, 2013 AUGUST 15, 2013

DESCRIPTION:

LOCATION:

GINGER CREEK PERMIT SET

23 Baybrook Lane Oak Brook, IL 60523

PROJECT:

Renovation and Addition to an Existing Residence

FIRST FLOOR REFLECTED CEILING PLAN 0

HUANG RESIDENCE 1/4" = 1' - 0" 28

CAD FILE: DRAWING TITLE:

FIRST FLOOR REFLECTED CEILING PLAN DRAWING NUMBER:

A-121.00 © DIRK DENISON ARCHITECTS 2013

1 A2.11

(732.42') EL.= 22' - 8" A.F.F. T.O. Roof Coping (High Point, East)

RR2

RR1

QQ3

QQ2

NEW METAL-CLAD WOOD WINDOW

QQ1

NEW METAL-CLAD WOOD WINDOW

NN2

PP1

PP2

MM2

NEW METAL-CLAD WOOD WINDOW

207-B

POWDER COATED ALUM. GUARDRAIL, 4" O.C. HORIZONTAL

DD2

STAINED CEDAR FASCIA

CC2

CC1

(720.00') EL.= 10' - 3" A.F.F. T.O. Finish Floor - 2nd Floor EL.= 8' - 6" A.F.F. (718.25') B.O. Finish Ceiling - 1st Floor Addition

BB2

DD1

(716.75') EL.= 8' - 0" A.F.F. B.O. Finish Ceiling - 1st Floor Existing

NEW METAL-CLAD WOOD WINDOW

REPAIR/ REFURBISH EXISTING LANNON STONE

EL.= 13' - 9" A.F.F. (723.50') T.O. Guardrail - 2nd Floor

STAINED CEDAR CLAPBOARD SIDING

CC3

DD3

(728.00') EL.= 18' - 3" A.F.F. B.O. Finish Ceiling - 2nd Floor (West)

MM1

NEW CEDAR SHAKE SHINGLE ROOFING TO MATCH EXISTING

DD4

STAINED CEDAR FASCIA

NEW METAL-CLAD WOOD WINDOW

STAINED CEDAR CLAPBOARD SIDING

NEW STAINED CEDAR FASCIA TO MATCH EXISTING

(730.08') EL.= 20' - 4" A.F.F. T.O. Roof Coping (Low Point, West)

EXTEND NEW LANNON STONE TO MATCH EXISTING

NEW LANNON STONE TO MATCH EXISTING

111-A

BB1

STAINED CEDAR SHIPLAP SIDING

(709.75') EL.= 0' - 0" A.F.F. T.O. Finish Floor - 1st Floor (708.43') EL.= - 1' - 4" A.F.F. T.O. Existing Foundation Wall EL.= Varies (See Grading Plan) Grade at Building

DIRK DENISON ARCHITECTS (ABOVE ROOF MEMBRANE)

EXHAUST FAN

CHIMNEY CAP

1123 West Washington Chicago, Illinois 60607

EL.= 22' - 9" A.F.F. (732.50') T.O. Roof Coping (High Point, East)

2'-0"

XX1 ROOF SKYLIGHT

METAL FLASHING

(730.08') EL.= 20' - 4" A.F.F. T.O. Roof Coping (Low Point, West)

STAINED CEDAR FASCIA TO MATCH

VV1

STAINED 1X8 FLUSH JOINT TONGUE AND GROOVE WITH RESAWN FACE ON "A CLEAR" GRADE WESTERN RED CEDAR LAP SIDING MITER AT CORNER -TYP

REPAIR/ REFURBISH EXISTING LANNON STONE CHIMNEY RE-FLASH AND WEATHER PROOF EXISITING FIREPLACE

UU1

STAINED 1X8 REVERSE BOARD AND BATTEN WITH RESAWN FACE ON "A CLEAR" GRADE WESTERN RED CEDAR SIDING

METAL-CLAD WOOD WINDOW, TYP.

TT1

SS3

SS2

E2 D1

REPLACE EXISTING ~12" WIDE WOOD BENCH W/ (4) 4" WIDE STAINED WESTERN RED CEDAR BOARDS 1/2" APART TO MAKE 1'-5 1/2" BENCH -MITER AT DECK CORNER IF OCCURS

REPAIR, PATCH AND REPAINT EXISTING WOOD WINDOWS, TYP.

GG4

GG3

GG2

GG1

FF4

DASH LINE OF NEW 6"x4" BOX BRONZE PAINTED BOX DOWNSPOUT -HOOK INTO EXISTING

REPAIR/ REFURBISH EXISTING LANNON STONE -AS REQUIRED

OPTION 1: REPLACE EXISITNG WEAR LAYER AT TOP LANDING AND FIRST RUN OF TREADS AND RISERS USING 1" T. DIMENSIONAL BLUESTONE PAVERS SET WITH EPOXY GROUT OPTION 2: REPLACE EXISITNG WEAR LAYER AT TOP LANDING AND FIRST RUN OF TREADS AND RISERS WITH NEW WATER WASHED CONCRETE FINISH TO EXPOSE PEA-GRAVEL TEXTURE

NEW PRESTAINED 1X4 FLUSH JOINT TONGUE AND GROOVE WITH RESAWN FACE ON "A CLEAR" GRADE WESTERN RED CEDAR LAP SIDING REPAIR/ REFURBISH EXISTING LANNON STONE -AS REQUIRED

FF3

FF2

FLASHING -TYP

REPLACE ALL EXISTING FLOOD LIGHTS -TYP -REFER TO RCP

FF1

EE4

NEW PRESTAINED 1X4 FLUSH JOINT TONGUE AND GROOVE WITH RESAWN FACE ON "A CLEAR" GRADE WESTERN RED CEDAR LAP SIDING

EE3

EE2

8300 Mississippi Street Merrillville, IN 46410 219-736-6002 (p)

444 N. Wells Street, Suite 501 Chicago IL 60610 USA

(720.00') EL.= 10' - 3" A.F.F. T.O. Finish Floor - 2nd Floor

312.836.0595 (p)

EL.= 8' - 6" A.F.F. (718.25') B.O. Finish Ceiling - 1st Floor Addition

EE1

NEW METAL-CLAD WOOD WINDOW REPAIR/ REFURBISH EXISTING LANNON STONE -AS REQUIRED

ENSPECT ENGINEERS

(728.00') EL.= 18' - 3" A.F.F. B.O. Finish Ceiling - 2nd Floor (West)

Building Engineering Systems

STAINED CEDAR CLAPBAORD SIDING

NEW METAL-CLAD WOOD WINDOW

101-A

REPAIR EXISTING WOOD RAILING AS NEC.

REPLACE DECK BOARDS WITH NEW STAINED WESTERN RED CEDAR BOARDS W/ 1/8" MAX SPACING BETWEEN TO PREVENT DEBRIS COLLECTION

STRUCTURAL ENGINEER:

MEPFP CONSULTANTS:

NEW STAINED WESTERN RED CEDAR FASCIA

312.455.1388 (p) 312.455.1264 (f ) www.dirkdenisonarchitects.com

203-B

NEW CEDAR SHAKE SHINGLE ROOFING TO MATCH EXISTING

REPLACE RAIN GUTTER ASSEMBLY AND RESLOPE TO EXISITNG DOWNPOUT LOCATIONS

REPLACE W/ NEW STAINED WESTERN RED CEDAR FASCIA -TYP

STAINED CEDAR FASCIA

STAINED 1X4 FLUSH JOINT TONGUE AND GROOVE WITH RESAWN FACE ON "A CLEAR" GRADE WESTERN RED CEDAR LAP SIDING APPLIED DECORATIVE CEDAR BATTENS TO ALIGN W/ RAILING

INTEGRATED RIDGE VENT

CLEAN EXISTING LANNON STONE CHIMNEY NOTE: THERE IS NOTICEABLE EFFLORESCENCE NEAR SOFFIT AT THIS LOCATION

SS1

STAINED 1X8 FLUSH JOINT TONGUE AND GROOVE WITH RESAWN FACE ON "A CLEAR" GRADE WESTERN RED CEDAR LAP SIDING

NEW CEDAR SHAKE SHINGLE ROOFING TO MATCH EXISTING

NEW STAINED WESTERN RED CEDAR FASCIA

EL.= - 8' - 11 1/4" A.F.F. (699.81') T.O. Existing Concrete Slab - Cellar EL.= - 10' - 3 1/4" A.F.F. (698.48')

ARCHITECT:

2'-0" PVC ROOF REFER TO ROOF PLAN

1/4" = 1' - 0"

1 A2.11

(ABOVE ROOF MEMBRANE)

2 A2.10

SOUTH BUILDING ELEVATION

ISSUANCE: REPAIR/ REFURBISH EXISTING LANNON STONE -AS REQUIRED

NEW PRESTAINED 1X4 FLUSH JOINT TONGUE AND GROOVE WITH RESAWN FACE ON "A CLEAR" GRADE WESTERN RED CEDAR LAP SIDING

(709.75') EL.= 0' - 0" A.F.F. T.O. Finish Floor - 1st Floor (708.43') EL.= - 1' - 4" A.F.F. T.O. Foundation Wall EL.= Varies (See Grading Plan) (708.25') Grade at Building

REPLACE EXISITNG HOSE BIBB WITH FROST PROOF WALL MOUNT

DATE:

DESCRIPTION:

1 2 3 4 5 6 7 8 9

JULY 15, 2013 AUGUST 15, 2013

LOCATION:

GINGER CREEK PERMIT SET

23 Baybrook Lane Oak Brook, IL 60523

PROJECT:

PATCH/REPAIR CURVED MASONRY WALL

Renovation and Addition to an Existing Residence

NOTE: REFER TO LANDSCAPE DRAWINGS FOR REMAINDER OF ENTRY WALKWAY FINISHES

HUANG RESIDENCE

EL.= - 8' - 11 1/4" A.F.F. (699.81') T.O. Concrete Slab - Cellar EL.= - 10' - 3 1/4" A.F.F. (698.48') B.O. Footing (South/West)

WEST BUILDING ELEVATION

EL.= - 13' - 3 1/4" A.F.F. (695.48') (FACING T.O. FootingSTREET) (North/East) 1/4" = 1' - 0"

CAD FILE: DRAWING TITLE:

BUILDING ELEVATIONS DRAWING NUMBER:

A-200.00

New Roof Assemblies: RF-1

New Membrane Roof: 1 Hr. Rated (GA FC 5514,UL L528 (SIM.)) Total R Value = R-43.68 min. Total Thickness = 1'-9 3/8" min.

(732.42') EL.= 22' - 8" A.F.F. T.O. Roof Coping (High Point, East)

SLOPED ROOF COPING BEYOND - SEE BUILDING ELEVATIONS

3 A310 SIM.

RF-1

3 SIM. A310 O P. HAND

RF-1

(730.08') EL.= 20' - 4" A.F.F. T.O. Roof Coping (Low Point, West)

EL.= 18' - 3" A.F.F. (728.00') B.O. Finish Ceiling - 2nd Floor (West)

(728.00') EL.= 18' - 3" A.F.F. B.O. Finish Ceiling - 2nd Floor (West)

RF-2 RF-1

New Shingled Roof: 1 Hr. Rated (UL L502) Total R-Value = R-38.4 Total Thickness = 10.75 -CCA Treated Cedar Shake with Stainless Steel Nails -Overlap 18" strips of 30lb.Rooﬁng Felt Over the Top Portion of Cedar Shake and Onto the Underlayment -New 1/4" Underlayment - "Benjamin Obdyke Cedar Breather" -New 36" Wide Rooﬁng Felt with 4" Overlap -Ice and Water Shield - "GAF StormGuard Film-Surfaced Leak Barrier" -3/4" Exterior Grade Plywood -6"t. "CertainTeed CertaSpray Closed Cell Foam", R-38.4 -1/2" Metal Resilient Channel -(1) Layer Type "X" Gypsum Board (Level 4 Finish)

New Exterior Wall Assemblies:

ROOF DRAIN DOWNSPOUT, DISCHARGE ONTO EXISTING ROOF SEE PLUMBING DRAWINGS

PAINTED CEMENT STUCCO FINISH OVER 3/4" DENSGLASS GOLD SHEATHING

-60 mil. High Albedo White Roof Membrane - "Firestone UltraPly TPO SA Membrane" -1 Layer 1/2"t. Cover Board -"Firestone ISOGARD HD Coverboard", R-2.5 -Tapperd Rigid Insulation - "GAF Energy Guard Perlite Tapered Roof Insulation", min. 1"t., 1/4":12" Slope, R-2.78-11.11 (varies) -3/4"t. Exterior Grade Plywood -16" Open Web Wood Truss, 16" O.C.(See Structural DWGs) -6"t. "CertainTeed CertaSpray Closed Cell Foam", R-38.4 -1 5/8" Furring Channel -1/2" Metal Resilient Channel -1 Layer 5/8"t. Type X Gypsum Board with Level 4 Finish

EW-1

PAINTED CEMENT STUCCO FINISH OVER 3/4" DENSGLASS GOLD SHEATHING

New Bearing Exterior Wall - Cedar Siding: 1 Hr. Rated (U344) Total Thickness = 8 3/4" Total R Value = R-35.2

NEW METAL-CLAD WOOD WINDOW - SEE WINDOW SCHEDULE AND DETAILS

-1" Stained Cedar Siding (See Elevations for Details) -1/2" Cedar Furring Strips -Weather Barrier - "Dupont Tyvek HomeWrap" -5/8"t. Exterior Fire Resistant Gypsum Board - "DensGlass Sheathing" -1/2"t. Exterior Grade Plywood -2x6 Wood Stud 16" O.C. -5 1/2"t. "CertainTeed CertaSpray Closed Cell Foam Insulation", R-35.2 -1 Layer 5/8"t. Type "X" Gypsum Board with Level 5 Finish

EXISTING WOOD ROOF JOISTS OVER DINING ROOM TO REMAIN - SEE STRUCTURAL DRAWINGS

EX-RF2

EW-2

New Bearing Exterior Wall - Stone Veneer: 1 Hr. Rated (U344) Total R Value = Total Thickness = 1'-01/4"

IW-1 MILLWORK CABINET - SEE INTERIOR ELEVATIONS AND DETAILS

-4"t. Lannon Limestone Veneer with Metal Ties as Required -1" Air Space -Weather Barrier - "Dupont Tyvek HomeWrap" -5/8"t. Exterior Fire Resistant Gypsum Board - "DensGlass Sheathing" -1/2"t. Exterior Grade Plywood -2x6 Wood Stud, 16" O.C. -5 1/2"t. "CertainTeed CertaSpray Closed Cell Foam Insulation", R 35.2 -1 Layer 5/8"t. Type "X" Gypsum Board

WOOD AND GLASS GUARDRAIL ASSEMBLY - SEE INTERIOR ELEVATIONS AND DETAILS

IW-2

New Floor Assemblies:

EW-1 SF-1 (720.00')

SF-1

FF-1

New First Floor at Overhang: 1 Hr. Rated (GA FC 5514, UL L528 (SIM.)) Total Thickness = 1'-7 7/8" t. (w/o Finish Floor) Total R-Value = R-38.4

1 A310 SIM.

SF-2

EL.= 10' - 3" A.F.F. T.O. Finish Floor - 2nd Floor

EL.= 10' - 3" A.F.F. (720.00') T.O. Finish Floor - 2nd Floor

EXISTING WOOD PANEL AND TRIM

6" T. CLOSED CELL SPRAY FOAM INSULATION @ PERIMETER RIM JOIST/ BEAM, TYP. EL.= 8' - 6" A.F.F. (718.25') B.O. Finish Ceiling - 1st Floor Addition

EL.= 8' - 6" A.F.F. (718.25') B.O. Finish Ceiling - 1st Floor Addition

-Finish Floor (See Finish Plan for New Finish Floor Where Scheduled) -1 Layer 3/4"t. Plywood Subﬂoor -2x6 Framing (See Structural DWGs) -6" "CertainTeed CertaSpray Closed Cell Spray Foam Insulation, R-35.2 -1/2" Metal Resilient Channel -1/2" Exterior Grade Plywood Sheathing -5/8"t. Exterior Fire Resistant Gypsum Board - "DensGlass Sheathing" -Weather Barrier - "Dupont Tyvek HomeWrap" -Existing 2x12 Exterior Deck Joists (V.I.F.) - No Work. -Existing 1x6 Cedar Planks - Remove and Reinstall Upside Down, Reﬁnish Exposed Face SF-1

New Second Floor: 1 Hr. Rated (GA FC 5514, UL L528) Total Thickness = 1'-7 7/8" t. (w/o Finish Floor)

NEW WOOD HEADER - SEE STRUCTURAL DRAWINGS

NEW WOOD BEAM - SEE STRUCTURAL DRAWINGS, TYP.

WALL SECTION @ NORTH ELEVATION - 2ND FLOOR

NEW METAL-CLAD WOOD WINDOW - SEE WINDOW SCHEDULE AND DETAILS

IW-1

3/4" = 1' - 0"

EW-5

-Finish Floor (See Finish Plan) -1 Layer 3/4"t. Plywood Subﬂoor -5 1/2" Acoustic Batt Insulation - Bonded Logic Cotton Batt Insulation, R-21 -16" Open Web Wood Truss,16" O.C.(See Structural DWGs) -1 5/8" Furring Channel -1/2" Metal Resilient Channel -1 Layer 5/8"t. Type X Gypsum Board with Level 4 Finish SF-2

New Second Floor at Overhang: 1 Hr. Rated (GA FC 5514, UL L528 (SIM.)) Total Thickness = 1'-7 7/8" t. (w/o Finish Floor) Total R-Value = R-38.4 -Finish Floor (See ﬁnish plan) -1 Layer 3/4"t. Plywood Subﬂoor -16" Open Web Wood Truss, 16"O.C. (See Structural DWGs) -6" "CertainTeed CertaSpray Closed Cell Foam", R-38.4 -1/2" Furring Channels -1/2" Exterior Grade Plywood -Weather Barrier - "Dupont Tyvek HomeWrap" -1/2" Pressure Treated Wood Furring Strips -5/8" t. Exterior-Grade Moisture Resistant Gypsum Board "DensGlass Sheathing" or Equal Painted With Setting Type Joint Compound and Galvanized Metal J-Stop Trim - See RCP For Control Joint Locations

NEW WOOD STRINGER - SEE INTERIOR STAIR DETAILS

New Interior Wall Assemblies:

WOOD AND GLASS STAIR RAILING ASSEMBLY - SEE INTERIOR ELEVATIONS AND DETAILS

RF-1 IW-1

1 Hr. Rated Wall, UL U-305 Total Thickness: 5"

6" T. CLOSED CELL SPRAY FOAM INSULATION @ PERIMETER RIM JOIST/ BEAM, TYP.

EX-FF3

EX-FF2

EXISTING STONE SILL TO REMAIN

EX-FF3

RF-1 IW-1A

EL.= 0' - 0" A.F.F. (709.75') T.O. Finish Floor - 1st Floor

EXSISTING WOOD FLOOR JOISTS - SEE STRUCTURAL DRAWINGS, TYP

-(2) Layers of 5/8"t. Type "X" Gypsum Bd. with Skim Coat (Level 5 Finish) at Each Side, From Floor to Underside of Floor/Roof Decking Above -2X4 Wood Stud (3.5"t.), From Floor to Underside of Floor/Roof Decking Above -3.5" Cotton Batt Insulation-"Bonded Logic, Ultra Touch R-13" -Acoustical Seals at Top and Bottom of All Gyp. Bd. at Layers

EL.= 0' - 0" A.F.F. (709.75') T.O. Finish Floor - 1st Floor

IW-1 Wall Assembly WITHOUT Cotton Batt Insulation and Acoustic Seals RF-1 IW-2

1 Hr. Rated Wall, UL U-305 Total Thickness: 7"

EL.= - 1' - 4" A.F.F. (708.43') T.O. Existing Foundation Wall EL.= VARIES (SEE GRADING PLAN) Grade at Building

EL.= - 2' - 1 1/4" A.F.F. (707.65') T.O. Existing Foundation Wall

-(2) Layers of 5/8"t. Type "X" Gypsum Bd. with Skim Coat (Level 5 Finish) at each side, From Floor to Underside of Floor/Roof Decking Above -2X6 Wood Stud (5.5"t.), From Floor to Underside of Floor/Roof Decking Above -5.5" Cotton Batt Insulation - "Bonded Logic, Ultra Touch R-19" -Acoustical Seal at Top and Bottom of all Gyp. Bd. Layers RF-1 IW-2A IW-2 Wall Assembly WITH OUT Cotton Batt Insulation and Acoustic Seals RF-1 IW-3

Non-Rated Wall Total Thickness: 5" -(2) Layers of 5/8"t. Type "X" Gypsum Bd. with Skim Coat (Level 5 Finish) at Each Side, From Floor to Underside of Floor/Roof Trusses -2X4 Wood Stud (3.5"t.), From Floor to Underside of Floor/Roof Trusses Above

EX-FW2

RF-1 IW-4

STORAGE CLOSET DOOR - SEE INTERIOR DOOR SCHEDULE

Non-Rated Wall Furring Total Thickness: 4.25" -(1) Layers of 5/8"t. Type "X" Gypsum Bd. with Skim Coat (Level 5 Finish) at Each Side, From Floor to Underside of Floor/Roof Trusses -2X4 Wood Stud (3.5"t.), From Floor to Underside of Floor/Roof Trusses Above RF-1 IW-5

EXISTING WOOD STAIR AND STRUCTURE TO REMAIN - SEE FLOOR PLANS AND INTERIOR ELEVATIONS FOR NEW FINISHES

Non-Rated Wall Furring Total Thickness: 4.25"

EXISTING CONCRETE FOUNDATION WALL AND FOOTING TO REMAIN NO CHANGE

EXISTING 4" T. CONCRETE SLAB, THICKENED TO 8" AT BEARING WALLS - NO CHANGE, TYP.

EX-BF1

EL.= - 8' - 11 1/4" A.F.F. (699.81') T.O. Existing Concrete Slab - Cellar

RF-1 IW-9

Existing Wall - New Lamination Total Thickness: Varies -Existing Wall Assembly to Remain -Remove Existing Layer of Gypsum Board as indicated on Drawings -(1) New Layer of 5/8" Gypsum Board, Level 4 Finish IW-10 RF-1

Load Bearing Acoustic Wall, UL U-313 Total Thickness: 8.5" -(1) Layer 5/8" Gypsum Board and Skim Coat (Level 4 Finish), From Floor to Underside of Ceiling/Roof Decking Above. -(1) Layer 5/8" Gypsum Board, From Sub-Floor to Underside of Ceiling/Roof Decking Above. -2"x6" Wood Studs, 16" O.C., From Sub-Floor to Underside of Ceiling/Roof Decking Above. -5.5" Cotton Batt Insulation - "Bonded Logic, Ultra Touch R-19" -Acoustical Seal at Top and Bottom of all Gyp. Bd. Layers -1/2" Metal Resilient Channels, 24" O.C. -(1) Layer 5/8" Gypsum Board, From Sub-Floor to Underside of Ceiling/Roof Decking Above. -(1) Layer 3/8" Gypsum Board Wall Panel, with Skim Coat (Level 4 Finish), Sub-Floor to Underside of Ceiling/Roof Decking Above

Existing Roof Assemblies: EX-RF2 Existing Insulated 3:12 Slope Cavity Roof: Existing Roof/Ceiling Assembly to Remain - Remove Existing Cedar Shingles and Felt Paper. Prep Existing Plywood Decking as Required for New Roof Cladding -Existing Roof / Ceiling Assembly with Exposed Decking -New 36" Wide Rooﬁng Felt with 4" Overlap -New 1/4" Underlayment - "Benjamin Obdyke Cedar Breather" -Overlap 18" strips of 30lb.Rooﬁng Felt Over the Top Portion of Cedar Shake and Onto the Underlayment -CCA Treated Cedar Shake with Stainless Steel Nails -Ice and Water Shield - "GAF StormGuard Film-Surfaced Leak Barrier" at All Eves, Valleys, Rakes and Chimneys. Ice and Water Sheild to Overlap Location of Interior Walls Below 6'-0" Minimum.

WALL ASSEMBLIES NOTES: GENERAL NOTES: 1. WALL ASSEMBLIES: EW-1

EW-1

THIS SYMBOL DENOTES WALL ASSEMBLY TYPE - SEE ALSO WALL SECTIONS AND DETAILS FOR FURTHER INFORMATION ON ALL EXTERIOR AND LOAD- BEARING WALL ASSEMBLIES. 2. ALL WALL ASSEMBLIES ARE NOTED TO THE INTERIOR FACE OF THE GYP./ PLASTER 3. SEE INTERIOR ELEVATIONS AND MATERIAL SCHEDULES FOR WALL FINISH SPECIFICATIONS, TYP. 4. SEE ALSO STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES 5. PROVIDE WATER RESISTANT FIBERGLASS MESH REINFORCED CEMENT BACKER BOARD"WONDERBOARD BACKERBOARD" AT ALL SHOWERS AND FIXTURE SIDE OF ALL WET WALL LOCATIONS 6. PROVIDE 1/2"t. PLYWOOD BLOCKING AT ALL WALL-HUNG CABINET, SHELF, AND ACCESSORY LOCATIONS. 7. REPAIR OR REPLACE ALL DAMAGED EXISTING GYPSUM BOARD ON WALLS TO REMAIN, PREPARE EXISTING WALLS FOR NEW FINISHES AS SCHEDULED. 8. REPAIR OR REPLACE ALL DAMAGED EXISTING PLYWOOD SHEATHING AT EXISTING EXTERIOR WALLS TO REMAIN. PREPARE EXISTING EXTERIOR WALLS FOR NEW HOUSE WRAP AND STAINED CEDAR CLADDING AS SCHEDULED. 9. SOLID HATCHED WALLS INDICATE EXISTING WALLS TO REMAIN. REPAIR EXISTING WALLS AS REQUIRED FOR NEW SCHEDULED WALL FINISHES.

EX-RF3 Existing Insulated 3:12 Slope Exposed Structure Roof: Existing Roof/Ceiling Assembly to Remain - Remove Existing Cedar Shingles and Felt Paper. Prep Existing Plywood Decking as Required for New Roof Cladding -Existing Roof / Ceiling Assembly with Exposed Decking -New 36" Wide Rooﬁng Felt with 4" Overlap -New 1/4" Underlayment - "Benjamin Obdyke Cedar Breather" -Overlap 18" strips of 30lb.Rooﬁng Felt Over the Top Portion of Cedar Shake and Onto the Underlayment -CCA Treated Cedar Shake with Stainless Steel Nails -Ice and Water Shield - "GAF StormGuard Film-Surfaced Leak Barrier" at All Eves, Valleys, Rakes and Chimneys. Ice and Water Sheild to Overlap Location of Interior Walls Below 6'-0" Minimum.

Existing Exterior Wall Assemblies: EX-EW3 Existing Reclad Insulated Wood Frame Wall: Existing Exterior Wall Assembly to Remain. Remove Existing Cedar Cladding, Prepare Exterior Substrate as Required for New Weather Barrier and Cladding. -Existing Insulated Frame Wall Assembly to Remain -New Weather Barrier - "Dupont Tyvek HomeWrap" -1/2" Cedar Furring Strips -1" Stained Cedar Siding (See Elevations for Details) EX-EW4 Existing Insulated Wood Frame Wall with Stone Veneer: Existing Limestone Veneer Clad Exterior Wall Assembly to Remain. No Work. EX-EW5 Thickened Existing Exterior Wall: Existing Exterior Wall Framing and Exterior Sheathing to Remain, Remove Existing Interior Layer of Gypsum Board Existing Insulation, and Existing Cedar Cladding. Patch and Repair Damaged Sheathing and Wall Membrane as Required for New Cladding. -New 2" Wood Furring Strips Laminated to Inside Face of Existing 2"x4" Wood Studs -5 1/2"t. "CertainTeed CertaSpray Closed Cell Foam Insulation", R-35.2 -(1) Layer 5/8"t. Type "X" Gypsum Board with Skim Coat (Level 4 Finish) -New Exterior Cedar Cladding, See Exterior Elevations for Details EX-FW1 Existing Insulated Wood Frame Foundation Wall: Existing Insulated Wood Frame Foundation Wall Assembly to Remain. No Work. EX-FW2 Existing Insulated Concrete Foundation Wall: Existing Insulated Concreate Foundation Wall Assembly to Remain. No Work.

Existing Floor Assemblies: EX-FF1 Existing First Floor Assembly at Bridged Living Room: 1 Hr. Rated (GA FC 5514, UL L528 (SIM.)) Total Thickness = 1'-7 7/8" t. (w/o Finish Floor) Total R-Value = R-38.4 -Finish Floor (See Finish Plan for New Finish Floor Where Scheduled) -Existing 1 Layer 3/4"t. Plywood Subﬂoor - No Work -Existing Insulated Wood Frame Floor - No Work -Existing 2x12 Floor Framing - No Work

ARCHITECT:

DIRK DENISON ARCHITECTS 1123 West Washington Chicago, Illinois 60607

-6" "CertainTeed CertaSpray Closed Cell Foam", R-38.4 -1/2" Pressure Treated Furring Strips -Existing 1x6 Cedar Planks - Remove and Reinstall Upside Down, Reﬁnish Exposed Face EX-FF2 Existing First Floor Assembly with Suspended Basement Ceiling Assembly Existing Wood Frame Floor / Ceiling Assembly to Remain - No Work (See Finish Plan for New Finish Floor Where Scheduled)

312.455.1388 (p) 312.455.1264 (f ) www.dirkdenisonarchitects.com

STRUCTURAL ENGINEER:

ENSPECT ENGINEERS 8300 Mississippi Street Merrillville, IN 46410

EX-FF3 Existing First Floor Assembly with Basement Ceiling Assembly Existing Wood Frame Floor / Ceiling Assembly to Remain - No Work (See Finish Plan for New Finish Floor Where Scheduled)

219-736-6002 (p)

MEPFP CONSULTANTS:

EX-FF4

Building Engineering Systems

Existing First Floor Assembly with Exterior Wood Slat Underside Existing Wood Frame Floor and Exterior Wood Slat Underside Assembly to Remain - No Work (See Finish Plan for New Finish Floor Where Scheduled)

444 N. Wells Street, Suite 501 Chicago IL 60610 USA 312.836.0595 (p)

EX-BF1 Existing Basement Floor Assembly Existing Concrete Basement Floor Assembly to Remain -No Work (See Finish Plan for New Finish Floor Where Scheduled) EX-DK1 Existing Wood Deck Assembly Existing Wood and Steel Deck Structure to Remain, Remove Existing Floor Planking and Replace with New Cedar Planks -Existing Wood and Steel Structure to Remain -New Cedar Floor Planks use Camo Type Fasteners

ISSUANCE: #:

DATE:

1 2 3 4 5 6 7 8 9

JULY 15, 2013 AUGUST 15, 2013

-(1) Layer of 5/8"t. Type "X" Gypsum Bd. with Skim Coat (Level 5 Finish) at Each Side, From Floor to Underside of Floor/Roof Deck -2X4 Wood Stud (3.5"t.), From Floor to Underside of Floor/Roof Deck -3.5" Cotton Batt Insulation - "Bonded Logic, Ultra Touch R-13" -Acoustical Seals at Top and Bottom of Gyp. Bd. at Layer

LOCATION:

RF-1 IW-5A

PROJECT:

IW-5 Wall Assembly WITH OUT Cotton Batt Insulation and Acoustic Seals

EL.= - 8' - 11 1/4" A.F.F. (699.81') T.O. Existing Concrete Slab - Cellar

New Interior Wall Assemblies cont'd:

DESCRIPTION: GINGER CREEK PERMIT SET

23 Baybrook Lane Oak Brook, IL 60523

Renovation and Addition to an Existing Residence

HUANG RESIDENCE

RF-1 IW-6

1 Hr. Rated Wall Lamination Total Thickness: 2.125" -(1) Layer 3/4" Plywood Blocking for Dumbwaiter Track -(2) Layers Type X Gypsum Board, Fire Seal at all Joints

EL.= - 10' - 3 1/4" A.F.F. (698.48') B.O. Footing (South/West)

RF-1 IW-7

2 Hr. Rated Shaft Wall: UL U-415 Total Thickness: 5" -(1) Layer 3/4" Ultracode Gyp. Bd. Panel -4" C-H Metal Channel -3" Thermaﬁber SAFB Insulation -(1) Layer 1" Gyp. Bd. Liner Panel RF-1 IW-8

Wall Furring Total Thickness: 2.25"

WALL SECTION @ STAIR SHAFT

3/4" = 1' - 0"

WALL SECTION @ SOUTH ELEVATION

3/4" = 1' - 0"

-(1) Layer 5/8" Type "X" Gypsum Board, with Skim Coat (Level 5 Finish), From Floor to Underside of Ceiling/Roof Trusses Above -1.5" Wood Stud, From Floor to Underside of Ceiling/Roof Trusses Above

CAD FILE: DRAWING TITLE:

WALL SECTIONS DRAWING NUMBER:

A-300.00

B.O. Finish Ceiling B.O. Finish Ceiling

B.O. Finish Ceiling

EL. = 8' - 0" A.F.F.

EL. = 8' - 6" A.F.F.

FINISHES LEGEND GENERAL NOTE: REFER TO FINISH, FINISH MATERIALS, STONE AND MILLWORK SCHEDULES ON SHEET A-602.00.

10" OPEN TO BEYOND

T.O. Finish Floor

EL. = 0' - 0" A.F.F.

HALL (107) - SOUTH ELEVATION

1/2" = 1' - 0"

HALL (107) - NORTH ELEVATION

HALL (107) - E. ELEV.

1/2" = 1' - 0"

HALL (106) - WEST ELEVATION

1/2" = 1' - 0"

B.O. Finish Ceiling B.O. Finish Ceiling

B.O. Finish Ceiling

EL. = 8' - 0" A.F.F.

T.O. Finish Floor

EL. = 0' - 0" A.F.F.

EL. = 8' - 6" A.F.F.

10" OPEN TO BEYOND

HALL (106) - EAST ELEVATION

1/2" = 1' - 0"

BATHROOM SHWR (105) - N. ELEV.

1/2" = 1' - 0"

BATHROOM (105) - S. ELEV. 1/2" = 1' - 0"

B.O. Finish Ceiling

EL. = 8' - 0" A.F.F.

ARCHITECT:

DIRK DENISON ARCHITECTS 1123 West Washington Chicago, Illinois 60607

NEW TRIM @ REPLACEMENT WINDOW. PAINT TO MATCH - TYP.

NOTE: COORD. LOCATION OF NEW TOWEL BARS & BATH. ACCESSORIES W/ CLIENT. ADD BLOCKING AS REQ'D. - TYP.

REPLACE ALL WD. DOOR TRIM & BASE TRIM. PATCH DRYWALL @ WALLS & CEILING. PAINT T.B.D. - TYP.

312.455.1388 (p) 312.455.1264 (f ) www.dirkdenisonarchitects.com

STRUCTURAL ENGINEER:

ENSPECT ENGINEERS 8300 Mississippi Street Merrillville, IN 46410 219-736-6002 (p)

ALIGN

T.O. Finish Floor

EL. = 0' - 0" A.F.F.

MEPFP CONSULTANTS:

Building Engineering Systems 444 N. Wells Street, Suite 501 Chicago IL 60610 USA 312.836.0595 (p)

BATHROOM (105) - WEST ELEVATION

1/2" = 1' - 0"

BATHROOM (105) - EAST ELEVATION 1/2" = 1' - 0"

BATHROOM (105) - N. ELEV. 1/2" = 1' - 0"

BEDROOM (104) - WEST ELEVATION

1/2" = 1' - 0"

ISSUANCE:

B.O. Finish Ceiling

EL. = 8' - 0" A.F.F.

DATE:

DESCRIPTION:

1 2 3 4 5 6 7 8 9

JULY 15, 2013 AUGUST 15, 2013

LOCATION: REUSE EXISTING CLOSET SYSTEM

PATCH AND REFINISH EXISTING CLOSET DOORS. INSTALL NEW CLOSET PULLS.

REUSE EXISTING CLOSET SYSTEM

GINGER CREEK PERMIT SET

23 Baybrook Lane Oak Brook, IL 60523

PROJECT:

Renovation and Addition to an Existing Residence

HUANG RESIDENCE

NEW TRIM @ REPLACEMENT WINDOW. PAINT TO MATCH - TYP. REPLACE ALL WD. DOOR TRIM & BASE TRIM. PATCH DRYWALL @ WALLS & CEILING. PAINT T.B.D. - TYP.

REPLACE ALL WD. DOOR TRIM & BASE TRIM. PATCH DRYWALL @ WALLS & CEILING. PAINT T.B.D. - TYP.

CAD FILE: DRAWING TITLE:

T.O. Finish Floor

EL. = 0' - 0" A.F.F.

FIRST FLOOR INTERIOR ELEVATIONS DRAWING NUMBER:

A-401.00 3

BEDROOM (104) - SOUTH ELEVATION 1/2" = 1' - 0"

BEDROOM (104) - EAST ELEVATION 1/2" = 1' - 0"

BEDROOM (104) - NORTH ELEVATION 1/2" = 1' - 0"

JESSE NGUYEN A comprehensive design portfolio can be accessed at www.jessenguyen.com