Kara's Portfolio 2013-2022

Architecture Portfolio 2022 2022

Kara Zhang karazhang.job@gmail.com

Content

Chicago Architecture Center

4 Generations Under One Roof

Miller Artspace: Artists' Live & Work

Residence Deck Renovation

FIXED LOUVER, TYPICAL

SHINGLE ROOF

12

32" x 54" CSMT HDR AT 16'-8" (ABV 0'-0") 12

10

10

16"X54" SHUTTER W/ DIAMOND CUT

T.O. PL - GARAGE 8'-6 1/2"

1'-0"

1'-0" 1'-0"

MAIN LEVEL 0'-0" T.O. GARAGE SLAB -1'-9"

0.13:12

GARAGE FRONT ELEVATION 1/4" = 1'-0"

Rhino & Grasshopper Modelings

New Construction House

Miller Artspace Culture Center

Melrose Park Residence Renovation

1'-0" 1'-0"

Chicago Architecture Center ILLINOIS INSTITUTE OF TECHNOLOGY DESIGN, 2014

Director: Thomas Hoepf

INTRODUCTION: The project is located at the crossing of Michigan Ave and Randolph St, Chicago.

The challenging dimension of the site is 70’ by 80’.

The object of the project is to create an public space including exhibition, conference work, study, hang out, tour and live space, to promote the development of architecture industry and architectural culture in Chicago.

THE CIRCUMSTANCE OF SITE Chicago Cultural Center

Legacy Tower

THE SKYLINE AROUND THE SITE Smurfit-Stone Bldg

THE CONCEPT OF CONNECTION&CONCENTRATION

340 On The Park

Millenium Park Plaza

122 S Michigan Ave

John Hancock Center

Trump International Hotel & Tower Chicago

Lynch Dental Center

One Prudential Plaza

Scott Johnson

Aon Center

Two Prudential Plaza

Three First National Plaza

Blue Cross Blue Shield Tower

Dr. Hagen Neil B DDS

Site The Art Institute of Chicago Jay Pritzker Pavilion Cloud Gate

The Buildings Composing the Skyline Near the Site

SPACE VITY I T AC

UT

OD FO

WORKERS

BUILDING USER

TOU RI S

WOR KE R

RESEARCH FACILTIES

OFFICES

READING ROOM CLASSROOM EXHIBITION GARDEN

×5 ×10 ×10

MEETING ROOMS/ STUDY ROOM

S

URT DINING AREA D CO O FO

LOCAL RESIDENTS

TS

MODEL SHOP LIBRARY BOOKSTORE & PRINTING

N

OP SH TY SI ES ET

TA KE -O

TOURISTS

SOUVE NIR SHO P

WHO WORK AROUND AND LONG TERM VISITORS HANG OUT SHORT TERM VISITORS AFTER WORK

×5

COMMUTER

G

S NT DE SI

ER US

RELAXING S PAC E

WHO LIVE IN CHICAGO AND CAN COME AT ANYTIME

LO C A LR E

WHO WORK IN THE OFFICE OF THE BUILDING AND SPEND THEIR NOON BREAK

WORKSTATION OFFICE

×10

EXHIBITION SPACE

COMMON AREAS LOBBY

PUBLIC FORUM

×500

LAB/ KITCHEN/ RESTAURANT

×10 ×10

BUI LD IN

STORAGE FOOD DRINK RETAIL SOUVENIR

T EN EV

INFORMATION CENTE AND R ER NT CE

USERS AND RELEVANT FUNCTION RATIO

OTHERS

×5 APARTMENT

×2 AUDITORIUM

THE BED SHEET OF PROGRAMS

EX HI B I TI O N

          

          

          

          

          

          

          

For aspect ration, cross-column optical angle between 70°-75° is the best.

SYSTEM OF DIAGONALS THE STRUCTURE DESIGN PROCESS

DEVELOPMENT OF THE VOLUME EXPLORATION OF ASPECT RATION

90°

DECK VIEW PERSPECTIVE OF CANTILEVER SPACE

LIBRARY PERSPECTIVE OF CANTILEVER SPACE

RENDERING OF THE MODEL

SOUTH ELEVATION

SECTION OF DETAIL

WEST ELEVATION

THE 3RD FLOOR OF CANTILEVER SPACE

THE 2ND FLOOR OF CANTILEVER SPACE

F3

THE 1ST FLOOR OF CANTILEVER SPACE

F2

F1

B1

Miller Artspace: Artists' Live & Work IIT 2013 Fall Semester Director: Wetzel Catherine INTRODUCTION: The project is located in Miller Beach Gary, IN USA. Our studio is tasked with urban design for Miller Beach community and my group was assigned with architecture design for Live&Work building.

First, we did the urban design in 12-student group. Then 2-student group worked on project Live&Work, which is a space for artists to live and work in comfort with more communication opportunities.

INTRODUCTION: NATURAL

INTRODUCTION: THE URBAN PLAN

Miller Beach is neighborhood in Gar y, IN, USA. It is a small town w i t h b ea u t i fu l b ea c h , p r i m e va l forest and National Lakeshore. Besides, the countless dunes is what u n i q u e i n M i l l e r. T h e N a t i o n a l Lakeshore divides the small town into beach zone in the north and residential zone in the south.

Our group introduce the “band” concept and divide the town horizontally into five zones. From the north to the south they are: the beach band, the residential band, the forest band, the art band and the wildness band.

GREEN SPACE

BEACH

RESIDENTIAL BLOCK

SAND DUNE

WATER AREA

PUBLIC AREA

LAKE MICHIGAN

TRAIN RAIL

N

ROAD

FIGURE AND GROUND W

PEDESTRAIN

E

WILD LAND

GREEN SPACE NEW BUILDING

Forest Farm Wild Park

CIVIC SPACE FARM LAND PAKRING

CIVIC SPACE Community Library Market and Square Train Station

WATER FOREST

CULTRUAL CONNECTION School Art Creative Center Gallery, Art Works Theater

MARKET HALL

COMMERCIAL AREA Restaurants and Retails

The site of Live & Work is on the south edge of Art Band and next to the Wild Band. Between these two bands are freight railroad, which is a unexpected chanllenge. While luckily beyond the railroad there is the beauty of nature wild.

In the west of the site is the forest, where is full of quietness and natural grace.

ARTISTS LIVING

PATH AND ROUTE Pedestrain Bike Guided Tours TRAIN STATION

S

STRUCTURE OF UNIT A

THE SECTION OF THE UNITS

All the units are connected with balconies and stairs, where offer the opportunity to communicate with neighbors and share inspiration.

SECTION OF UNIT B IN STAIRS

SECTION OF UNIT A IN STAIRS

SECTION OF UNIT B IN STAIRS

SECTION OF UNIT A IN STAIRS

STRUCTURE OF UNIT B

These small square windows are the stand for these artists. The positions of these windows are somewhat staggered. They can see through and talk through the windows.

PHYSICAL MODEL

ARTSPACE YARD PERSPECTIVE (VARY IN SKETCHUP)

PHYSICAL MODEL

ARTSPACE YARD PERSPECTIVE (VARY IN SKETCHUP)

3D Printing Works and Parametric Design

3D Printing Works-3 Dimensional Joints Software: Grasshopper, Rhino, AutoCAD 3D PRINTING WORK Material: Plaster SLS Color: White

ILLINOIS INSTITUTE OF TECHNOLOGY

Proper size of bars make the joint strong and classic. And the wood sticks fit it as well.

CLASS: INTRODUCTION OF DIGITAL FABRICATION and MODELING CLASS: DIGITAL FABRICATION Director: Brett Balogh CLASS: ADVANCED MODELING Director: Alphonso Peluso

INTRODUCTION: Except traditional and typical architecture design, forward-thinking designers are using 3D printing and parametric design to blow architecture wide open. Through these classes and homeworks, knowledge is acquired to build buildings and structures.

With the plug-in Grasshopper, Rhino makes modeling more efficient and easier. It also allow unrestrained ideas come into touchable mass.

Advanced Modeling: Fish Software: Grasshopper, Rhino, AutoCAD

3D Printing Works-Shell Structure Software: Grasshopper, Rhino Material: Plaster SLS Color: White

Try to design a shell structure model in the Rhino with Grasshopper plugin. Set the one big arch and two small arches, and connect the arches with string cords. Set parameters as divisions, rotation angles and pipe D. When the pipe D (diameter of the string cord) is big and dense enough, the strings turn into a shell.

PARAMETRIC DESIGN Different division quantity, Different pipe D and different angles of the inner arches.

Division 63 Rotation1 35° Pipe D=0.6

Division65 Rotation1 65° Pipe D=0.06

Division33 Rotation1 35° Pipe D=0.2

Division 65 Rotation1 35° Pipe D=0.01

Division 93 Rotation1 35° Pipe D=0.06

Division 65 Rotation2 66° Pipe D=0.06

Division 65 Rotation2 20° Pipe D=0.06

Division 65 Rotation1 35° Pipe D=0.06

Advanced Modeling: Milwaukee Art Museum Software: Grasshopper , Rhino, Vary Grasshopper program in Rhino After taking classes about grasshopper, I tried to challenge myself to build the Milwaukee Art Museum model from the point.

I divided the model into several main parts: the base boat, the curtain wall system of the building, the spin, the wings, the back part and the bridge part. In this way, every part is controlled by the parameter, which includes the fin density, wing angles, the string cord quality and the curtain wall panel size. I really enjoy the process of making this model.

38Fin 117°

38Fin 100°

38Fin 78°

38Fin 52°

15Fin 117°

15Fin 100°

15Fin 78°

15Fin 52°

Student Revit Work: Miller Artspace Culture Center Miller Artspace Culture Center with software REVIT 2016.

Individual Work July, 2017.

The site is in the west end of Miller Artspace campus. The culture center is a place where artists could communicate, cooperate, recharge and relax place. Also in order to meed the basic needs of tenants, administration and supporting facilities are still in this building.

All the drawings and images are generated in Revit, from site plan, floor plan, elevation, section, diagrams, rendering and layout. All the furniture, texture, lights and plants are given from Revit.

Library

Restaurant bar area

Studio

Outdoor Space

Outdoor perspective

Work Samples: Residence projects With 3 years work experience in small architecture firms, I get used to weal multiple hats and become a fast learner. Get through the whole experience of architecture practice and enjoy helping my clients to solve practical problems with my professional knowledge and experience.

CONSTRUCTION

These small projects are typically under tight budget and schedule with non-experienced clients. Even though the working process is a little different from the large project, I need to design everything from exterior to interior, from site plan to details in my drawings as well.

DRAWING INDEX: 0

CONTACTS

COVER SHEET

6f

ROOF PLAN

8.4

DEN, POWDER BATH

6g

RAFTER DETAILS

8.5

EXERCISE ROOM, UTILITY

7a

MAIN LEVEL ELECTRICAL PLAN

8.6

SECONDARY BATHS, BEDROOM 5

5b.1 UPPER LEVEL REFLECTED CEILING PLAN 4

FOUNDATION PLAN 6

4.1

FOUNDATION DETAILS

FRONT ELEVATION

DESIGN MANAGER : WES COLLINS - DESIGN DEPT (704) 893-3848, EXT. #106

A3 1

SD: Residential Addition -- 4 Generations under One Roof

3' - 0"

STEEL LINTEL SCHEDULE SPAN 0'-0" TO 5'-0" 5'-1" TO 7'-0" 7'-1" TO 8'-0" 8'-1" TO 10'-0" 10'-1" TO 12'-1" 12'-1" TO 14'-0"

1 A4

SENGA ARCHITECTS 355 N Laflin Street #405

Scope of work:

26' - 7 1/2"

MASTER BEDROOM 311 SF 132

1 A4

3' - 0" 1 A4

Renovate and re-layout 1st f l o o r t o a r r a n g e o w n e r ’s grandma and mother’s bedrooms with ADA bathrooms.

Expand 2nd floor to fit in a b i g o w n e r’s s u i te to m e et the current need. The atrium will be the common space the family.

BATHROOM 68 SF 144

3' - 0"

1' - 3"

LAUNDRY 9 SF 146 3' - 0" PANTRY 9 SF 147

4' - 4"

MASTER BATHROOM 68 SF 120 KITCHEN AND DINING 494 SF 148

Room 14 SF 138

Room 68 SF 136

CORRIDOR 41 SF 150 FOYER 42 SF 137

BATHROOM#1 54 SF 119

W.I.C 170 SF 133

3' - 1 1/4"

ISSUED FOR

REV 1

CL 8 SF 128

Rear elevation 1

A3

Project Project number: Drawn by:

Elevation 2 - a

Checked by:

SCALE: 1/2" = 1'-0"

Description:

Unnamed

SENGA ARCHITECTS 355 N Laflin Street #405 Chicago Illinois 60607 C: 773 656 8946 info@sengaarch.com WWW.SENGAARCH.COM

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OF THE CONSTRUCTION CONTRACT("W ORK"). THE ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS THE SOLE PROPERTY OF SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAW ING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN W ITHOUT EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS.THE RECIPIENT OF THIS DRAWING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2017

CL 14 SF 129

CL 24 SF 123

BEDROOM#2 135 SF 130

LIVING ROOM 430 SF 149

CL 9 SF 151

UP

GARAGE 459 SF 117

23' - 5 1/2"

2' - 0"

BEDROOM #3 178 SF 125

2ND FAMILY ROOM 144 SF 139

CL 9 SF 131

REMOVE SHAFT

DATE

Date 1

PLAN NORTH

OPTION I: NORTH ELEVATION

BEDROOM#1 127 SF 118

CL 19 SF 134

general notes:

ISSUED FOR PERMIT

1 A4

OFFICE 56 SF 152

GRAND GRANDMA'S BEDROOM 144 SF 135 TEMPERATURE CONTROL SHOWER VALVE

DESIGN FIRM LICENSE NO.: 184.007480-0001 LIC. EXP.: 04.30. 2019

LANDSCAPE PLANTS

1 A6 LANDSCAPE PLANTS

5' - 3 3/4"

GUEST TLT 31 SF 145

ILLINOIS LICENCE NUMBER: 001.021399 LIC. EXP.: 11.30. 2018

consultants:

INDOOR GARDEN 96 SF 153 3' - 0" LANDSCAPE PLANTS

CL 20 SF 143

1 A6

Chicago Illinois 60607 C: 773 656 8946 info@sengaarch.com WWW.SENGAARCH.COM

3' - 0"

18' - 3 1/2"

GRANDMA BEDROOM 219 SF 142

BEARING (MIN. EACH END) 4" 6" 6" 6" 8" 8"

2' - 0"

3 1/2" X 3 1/2" X 5/16" 5" X 3 1/2" X 5/16" 6" X 3 1/2" X 5/16" 6" X 4" X 5/16" 7" X 4" X 3/8" 8" X 4" X 1/2"

2' - 0"

STEEL ANGLE LLV

TAG L1 L2 L3 L4 L5 L6

6' - 2"

BEARING (MIN. EACH END) 4" 6" 6" 6"

3' - 0"

0' - 0" TO 5' - 0" 5' - 1" TO 6' -0" 6' - 1" TO 8' - 0" 8' - 1" TO 13' - 0"

2' - 0"

SPAN

(2) 2x10 (2) 2x12 (3) 2x12 (2) 1.75" x 9.25" 1.9E LVL

3' - 0"

STRUCTURAL MEMBER

L1 L2 L3 L4

1 A5

BALCONY Not Enclosed 140

6' - 3"

WOOD LINTEL SCHEDULE TAG

EXISTING DECK

2' - 10 1/2"

Software: Revit, Enscape

4' - 6 1/2" 1 A5

OPTION I: 1ST FLOOR PLAN

New 1st floor plan

New 2nd floor plan

OPTION I: 2ND FLOOR PLAN

SENGA ARCHITECTS 355 N Laflin Street #405

Enter address here

Chicago Illinois 60607 C: 773 656 8946 info@sengaarch.com WWW.SENGAARCH.COM

Project Number Author

Checker

A3

ILLINOIS LICENCE NUMBER: 001.021399 LIC. EXP.: 11.30. 2018 DESIGN FIRM LICENSE NO.: 184.007480-0001 LIC. EXP.: 04.30. 2019

consultants:

ILLINOIS LICENCE NUMBER: 001.021399 LIC. EXP.: 11.30. 2018

general notes:

DESIGN FIRM LICENSE NO.: 184.007480-0001 LIC. EXP.: 04.30. 2019

consultants:

MASTER BEDROOM 311 SF 132 MASTER BEDROOM 311 SF 132

general notes:

GRAND GRANDMA'S BEDROOM 144 SF 135 CL 20 SF 143

GRANDMA BEDROOM 219 SF 142

INDOOR GARDEN 96 SF 153

KITCHEN AND DINING 494 SF 148

ISSUED FOR

REV

ISSUED FOR PERMIT

1

REV 1

DATE

PLAN NORTH

Date 1

1

A6

PLAN NORTH

Section C

SCALE: 1/2" = 1'-0"

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OF THE CONSTRUCTION CONTRACT("W ORK"). THE ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS THE SOLE PROPERTY OF SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAW ING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN W ITHOUT EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS.THE RECIPIENT OF THIS DRAWING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2017

Project

Drawn by:

Section A

SCALE: 1/2" = 1'-0"

Project Number Author

Checked by:

Checker

Description:

C

Project number:

1

Enter address here

Drawn by:

Project number:

OPTION I: SECTION C

OPTION I: SECTION A

A4

Date 1

BATHROOM 68 SF 144

ISSUED FOR ISSUED FOR PERMIT

Project

Building sections

DATE

GUEST TLT 31 SF 145

Checked by:

A6

Enter address here

Project Number Author Checker

Description:

A

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OF THE CONSTRUCTION CONTRACT("W ORK"). THE ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS THE SOLE PROPERTY OF SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAW ING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN W ITHOUT EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS.THE RECIPIENT OF THIS DRAWING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2017

A4

New 1st floor plan layout

Outdoor perspective

Outdoor perspective

Atrium perspective

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROG HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ER UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAW ING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN W ITHOUT EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS.THE RECIPIENT OF THIS DRAW 2017

PAINTED WOOD STUD

SD+CD: Residential Deck Design

B

METAL BOLT 1/2" HSS 4 x 4 x 3/8" COLUMN

A

1 1/2" 1 1/2"

TEK SCREW SELF DRILLING 410SS - #8X2"

2 X 2 SIZE WOOD STUD STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

1 1/2"

2 x 6 SIZE WOOD STUD

WOOD FRAME

3 3/4"

3 3/4"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

Software: Revit, Enscape

6 1/2"

A3

2

SCALE: 1" = 1'-0"

1/2"

TEK SCREW SELF DRILLING 410SS - #8X2"

HIGH ROOF PLAN NORTH CORNER

7

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

3"

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

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

0.16'

3" 0.16'

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

PAINTED WOOD STUD

HIGH ROOF 10' - 11 1/2"

6 1/2"

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

TEK SCREW SELF DRILLING 410SS - #8X2"

METAL BOLT 1/2"

WOOD FRAME HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

HSS 4 x 4 x 3/8" COLUMN

SENGA ARCHITECTS 355 N Laflin Street #103 Chicago Illinois 60607 C: 773 656 8946 info@sengaarch.com WWW.SENGAARCH.COM

TEK SCREW SELF DRILLING 410SS - #8X2" STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

1

A3

8

A3

HIGH ROOF PLAN SOUTH CORNER

Scope of work:

HIGH ROOF SECTION SCALE: 1" = 1'-0"

2

SCALE: 1" = 1'-0"

ILLINOIS LICENCE NUMBER: 001.021399 LIC. EXP.: 11.30. 2020

1

EXISTING DOOR TO GARAGE

C

DESIGN FIRM LICENSE NO.: 184.007480-0001 LIC. EXP.: 04.30. 2019

B

4X4 POST 3"

3"

1" DECK FLOOR

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

3 1/2"

1" DECK

3" 1ST FLOOR 1' - 3"

1ST FLOOR 1' - 3"

5 1/2"

(2) 2X12

2 R @ 0' - 7 1/2"

3"

3"

1 1/2" 1 1/2"

3"

5 1/2"

3"

3"

1 1/2" 1 1/2"

3"

5 1/2"

3"

3"

1 1/2" 1 1/2"

5 1/2"

2x12 FLOOR JOISTS@12" O.C.(TYP.) 2x12 FLOOR JOISTS @12" O.C.(TYP.) GRADE 0' - 0"

(2) 2X12

general notes:

GRADE 0' - 0"

(2) 2X12

5"

GFI

EXISTING DOOR TO GARAGE

1" DECK

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

consultants:

2 x 6 PAINTED WOOD STUD

6 A3

EXISTING EXTERIOR WALL

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

1 1/2" 8 1/2" 1 1/2"

2 X 2 PAINTED WOOD STUD

EXISTING BRICK WALL

3

3"

3"

1' - 5"

1 1/2" 1 1/2"

3"

1 1/2"

4X4 POST 2

5" STONE PAD

4X4 POST

4X4 POST

5" CONCRETE PAD

COMPACTED SOIL 5" STONE PAD

COMPACTED EARTH

SECTION OF STEPTS

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

SCALE: 1" = 1'-0"

B 3"

3"

2

3"

2 x 6 PAINTED WOOD STUD HIGH ROOF 10' - 11 1/2"

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

2X2

EXISTING WINDOWS

TEK SCREW SELF DRILLING 410SS - #8X2"

2X6

PAINTED WOOD STUD 2x2

1 A3

2 X 2 PAINTED WOOD STUD

B

PAINTED WOOD STUD 2x6 STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS LOW ROOF 8' - 9"

2X2 2

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

2

2

TEK SCREW SELF DRILLING 410SS - #8X2"

2X4

2X6

3"

LOW ROOF 8' - 9"

2 X 2 PAINTED WOOD STUD

HSS 4 x 4 x 3/8" COLUMN

2 x 6 PAINTED WOOD STUD

3"

3"

3"

3"

2 X 2 PAINTED WOOD STUD

3"

2 x 6 PAINTED WOOD STUD

3"

3"

3"

3 1/4"

3"

3"

1 1/2"

1 1/2" 5 1/2"

1 1/2"

THICKNESS OF THE BOARD IS 1 1/2"

5 1/2"

3"

1 1/2" 1 1/2"

3"

5 1/2"

3"

1ST FLOOR 1' - 3"

3"

2X4

2x12 FLOOR JOISTS @12" O.C.(TYP.)

1 1/2"

1 1/2"

3"

DECK FLOOR 1" GRADE 0' - 0"

1ST FLOOR 1' - 3"

WOOD DECK FLOOR

DATE

1 2

04/19/19 05/23/2019

Project

1ST FLOOR 1' - 3"

9000 KENNETH AVE, SKOKIE IL 60076 18.066

Project number:

1 1/2"

CONCRETE ROUND COLUMN

REV

5 1/2"

3"

3"

3"

BOX 2' - 7"

SD: Perspective

ISSUED FOR ISSUED FOR PERMIT REVISION 1

5 1/2"

1 1/2" 1 1/2"

HSS 4 x 4 x 3/8" COLUMN

5 1/2"

1 1/2"

3"

THICKNESS OF THE BOARD IS 1 1/2"

PAINTED WOOD STUD 2x2

LOW ROOF 8' - 9"

5 1/2"

3"

3"

2X4

2 X 2 PAINTED WOOD STUD

PAINTED WOOD STUD 2x6 PAINTED WOOD STUD 2x2

5 1/2"

HSS 4 x 4 x 3/8" COLUMN

3"

2 x 6 PAINTED WOOD STUD

HIGH ROOF 10' - 11 1/2"

5 1/2" 4 3/4"

3"

3"

3"

3"

3"

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS TEK SCREW SELF DRILLING 410SS - #8X2"

1/2"

HIGH ROOF 10' - 11 1/2"

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS TEK SCREW SELF DRILLING 410SS - #8X2"

2

TEK SCREW SELF DRILLING 410SS - #8X2"

2

1 1/2" 1 1/2"

3"

1 1/2" 1 1/2"

TEK SCREW SELF DRILLING 410SS - #8X2"

EXSISTING EXTERIOR WALL

NORTH ELEVATION DETAIL 1

2

A3

SCALE: 1" = 1'-0"

1 1/2" 1 1/2"

C

5" CONCRETE PAD

STEPTS SECTION

4

A3

SCALE: 1" = 1'-0"

1 1/2" 1 1/2"

6

A3

SCALE: 1" = 1'-0"

1 1/2" 1 1/2"

LOW ROOF PLAN SOUTHEASTERN CORNER

1 1/2" 1 1/2"

9

A3

7"

Reuse the foundation of the existing deck, adjacent to the exterior walls of the house, the scope of work is to design a new deck with vision block for the privacy in the narrow backyard.

Using the steel frames and wo o d l u m b e rs to c rea te a gray space for the hostess’s afternoon tea party.

TEK SCREW SELF DRILLING 410SS - #8X2"

3"

1' - 4 1/2"

3"

CONCRETE ROUND COLUMN

Drawn by:

KZ

Checked by:

FS

description:

10 LOW ROOF SECTION A3

DEMOLITION LEGEND

X

INDICATES 'NOT IN CONTRACT' ITEM

SENGA ARCHITECTS 355 N Laflin Street #103

3 A3

Chicago Illinois 60607 C: 773 656 8946 info@sengaarch.com WWW.SENGAARCH.COM

7"

18" MTG.GND. HT. HUBBELL DUPLEX RECEPT. #HBL5362

NIC

NIC

ILLINOIS LICENCE NUMBER: 001.021399 LIC. EXP.: 11.30. 2020

SURFACE MTD. FLUOR. 120 LITHONIA

4

consultants:

A2

1 A4

9' - 3"

2

A1

3' - 0"

1/4"

10 A4

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

SCALE: 1/4" = 1'-0"

1 A4

2 1 A4

1

4x4 POST (TYP.)

NIC

2 X 2 PAINTED WOOD STUD

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

6' - 11"

HSS 4 x 4 x 3/8" COLUMN

HSS 4 x 4 x 3/8" COLUMN

HSS 4 x 4 x 3/8" COLUMN

2x12 FLOOR JOISTS @12" O.C.(TYP.)

2 x 6 PAINTED WOOD STUD

(2) 2X12

2 X 2 PAINTED WOOD STUD 2 x 6 PAINTED WOOD STUD

1ST FLOOR 1' - 3" GRADE 0' - 0"

2 X 2 PAINTED WOOD STUD

1 A4

NOTE:

HSS 4 x 4 x 3/8" COLUMN LENGTH: 7'6"

NIC

HSS 4 x 4 x 3/8" COLUMN

STONE STEPT

ALL EXISTING RECEPTACLES, SWITCHES AND LIGHTING OUTLETS TO REMAIN.

10 A4

BOARD

2 x 6 PAINTED WOOD STUD

2 A3

1' - 3"

2' - 5"

4x4 POST (TYP.) (2)2x12

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

(3)2x12

8 A4

ARC-FAULT CIRCUIT-INTERRUPT GROUND FAULT INTERRUPT PULL CHAIN DIMMER ABOVE COUNTER ABOVE FINISH FLOOR INDICATES EXISTING NEW INDICATES WEATHER PROOF REFRIGERATOR MOTION SENSOR GARAGE DOOR OPENER

GFI P/C D A.C. A.F.F. E N WP REF. MS G

1 A4

2 x 6 PAINTED WOOD STUD

1ST FLOOR 1' - 3"

2x12 FLOOR JOISTS @12" O.C.(TYP.)

1 A4 BOTTOM OF PIER -2' - 9"

2

FOUNDATION PLAN

5

SCALE: 1/4" = 1'-0"

A2

SECTION 04

BOTTOM OF PIER -2' - 9"

2

A2

SCALE: 1/2" = 1'-0"

C

SECTION 02 SCALE: 1/2" = 1'-0"

A

B

2

3 10 A3

FURNITURE PLAN SCALE: 1/4" = 1'-0"

6' - 3 3/4"

HSS 4 x 4 x 3/8" COLUMN

NIC

3

FLOOR PLAN SCALE: 1/4" = 1'-0"

4 A3 3

2

4' - 10"

GFI

1' - 11"

HSS 4 x 4 x 3/8" COLUMN

2

2

STONE STEPS 1ST FLOOR 1' - 3"

3"

4X4 POST

WOOD FRAME METER COVER

9000 KENNETH AVE, SKOKIE IL 60076

Project number:

5" STONE PAD

4'

2'

0

4'

8'

SCALE: 1/4" = 1'-0"

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OF THE CONSTRUCTION CONTRACT("WORK"). THE ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS THE SOLE PROPERTY OF SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAWING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN WITHOUT EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS INC.THE RECIPIENT OF THIS DRAWING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2016

KZ

Checked by:

FS A2

SECTION 03

1 A4

1 A4

GRADE 0' - 0"

(2) 2X12

Project

(2) 2X12

5" CONCRETE PAD 1 A4

2 BOTTOM OF PIER -2' - 9"

6

description:

DEMOLITON PLANS AND NEW FLOOR PLANS

13 A4

GRADE 0' - 0"

18.066

Drawn by:

1ST FLOOR 1' - 3"

3"

4X4 POST

NIC

1/2"

2x12 FLOOR JOISTS@ 12" O.C.(TYP.)

WHITE PEDDLE STONE

1

WALL MOUNTED LIGHT FIXTURE - 5 AFF

Project number:

1 A4

SCALE: 1/2" = 1'-0"

2

1 A4

2

3

A2

SECTION 01 SCALE: 1/2" = 1'-0"

1 A4

4'

CD: Elevations, sections and details

9000 KENNETH AVE, SKOKIE IL 60076 18.066

Drawn by:

KZ

Checked by:

FS

description:

2

2

2'

0

4'

8'

SCALE: 1/4" = 1'-0"

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OF THE CONSTRUCTION CONTRACT("WORK"). THE ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS THE SOLE PROPERTY OF SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAWING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN WITHOUT EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS INC.THE RECIPIENT OF THIS DRAWING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2016

A1

04/19/19 05/23/2019

1" WOOD DECK FLOOR

FIRE PIT

HSS 4 x 4 x 3/8" COLUMN

Project

DATE

1 2

1'1"X6'11"X1.5" PAINTED WOOD BOARD

1' - 1"

EXISTING DOOR

5" CONCRETE PAD

WHITE PEDDLE STONE

PLAN NORTH

GFI

REV

HSS 4 x 4 x 3/8" COLUMN

2x12 FLOOR JOISTS @ 12" O.C.(TYP.)

WALL MOUNTED LIGHT FIXTURE - 5 AFF

6' - 2 1/4"

7"

HSS 4 x 4 x 3/8" COLUMN

2 2 2 1/2"

DECK BY OWNER

HSS 4 x 4 x 3/8" COLUMN 6 A3

7' - 9 1/2"

2 A3

EXISTING DOOR

7 A4

ISSUED FOR ISSUED FOR PERMIT REVISION 1

2x4

2X4

14' - 4 1/2"

WALL MOUNTED LIGHT FIXTURE - 5 AFF

CD: Deck plans

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

6' - 11"

5' - 3 1/2"

5 A3

2

2

04/19/19 05/23/2019

19' - 0 1/2"

GFI

2 8' - 3"

4' - 7"

2 R @ 0' - 7 1/2"

GFI

7 A4

DATE

1 2

ROOF JOISTS, SIZE VARIES

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS LOW ROOF 8' - 9"

9' - 3"

1' - 3"

2"X8"X16" GROUND FACE CMU

REV

14' - 11 3/4"

4' - 10"

3

5' - 6"

ISSUED FOR ISSUED FOR PERMIT REVISION 1

HSS 4 x 4 x 3/8" COLUMN

6' - 7 3/4"

DECK BY OWNER

NIC A1

1' - 11"

2' - 5"

5' - 11 3/4"

1' - 5 1/2"

3' - 0"

EXISTING WINDOW

LOW ROOF 8' - 9"

10 A3

2' - 9"

4' - 7"

NIC

2 R @ 0' - 7 1/2"

7 A4

1' - 11"

3 A3

3' - 8 1/2"

1

3' - 8 1/2"

HIGH ROOF 10' - 11 1/2"

5' - 8 3/4"

UP

3' - 0 1/4" 1' - 11"

3' - 8 1/2"

4"

7 A4

3 GFI

1' - 4 1/2"

FACILITIES METERS

3

3 A3

1' - 1 1/2"

2' - 3"

22' - 0"

GFI

1' - 11"

8' - 9"

14' - 11 3/4"

10' - 4"

4' - 5 1/2"

GFI

16' - 5 3/4"

8' - 3"

6

6 A4

2

GFI

A1

1' - 11"

1

4' - 1"

9' - 3"

FIRE PIT

A2

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

2

3

8 A4 2

14' - 11 3/4"

1 A3

EXISTING WINDOW

3 A3

1' - 4 1/2"

5' - 3 1/2"

7 1/2"X1 1/2" STEEL FRAME

8' - 8"

STONE STEPS

5' - 8 3/4"

UP

ROOF JOISTS, SIZE VARIES

B

20' - 7 1/2"

4' - 1"

3

STONE STEPS

5 A2

C

4

29' - 3 1/2"

2' - 3"

GRILL

6 A2

A2

A

HSS 4 x 4 x 3/8" COLUMN HIGHT TABLE

7 1/2"X1 1/2" STEEL FRAME

1' - 4"

3 A2 B

3' - 0"

1

29' - 3 1/2"

ROOF JOISTS, SIZE VARIES

2 A2

GRADE 0' - 0"

1 A4

C

A

general notes:

LOW ROOF 8' - 9"

4 A4

ROOF JOISTS, SIZE VARIES 9' - 1 1/2"

2' - 0"

5' - 8 3/4"

3' - 6 3/4"

8 A3

NIC

HIGH ROOF PLAN

5

4x4 POST (TYP.)

(2)2x12

AF

2

14' - 4 1/2"

THREE WAY SW. 44" MTG. HT.

ABBREVIATIONS

HSS 4 x 4 x 3/8" COLUMN LENGTH: 7'4"

5' - 6"

4x4 POST (TYP.)

(2) 2x12

5'6"X2'-5"X5" CONCRETE PAD

4X4 POST

GFI

3

2 R @ 0' - 7 1/2"

2 x 6 PAINTED WOOD STUD

2' - 9"

3

1

3

A1

6' - 5 1/2"

1 A4

10" UP 1 A4

1 A4

(3)2x12

(2) 2x12

METERS

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

2x12 FLOOR JOISTS @12" O.C.(TYP.)

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

GFI

1 A4

14' - 11 3/4"

2

1' - 0"

2 X 2 PAINTED WOOD STUD

2 x 6 PAINTED WOOD STUD

2 x 6 PAINTED WOOD STUD

3 11 1/2"

4' - 7"

4' - 1"

2 X 2 PAINTED WOOD STUD

HIGH ROOF 10' - 11 1/2"

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

LOW ROOF 8' - 9" 2 X 2 PAINTED WOOD STUD

WALL MTD. INCAN. 120V. 1- CFL LITHONIA

1' - 10 3/4"

5' - 8 3/4"

6' - 11"

GFI

1

H WP

1 A4

3

2

HIGH ROOF 10' - 11 1/2" STEEL CHANEL SIZE (A X B X C) C7 ROOF JOISTS, SIZE VARIES X 9.8, HR A36 CHANNELS

10 A3

general notes:

8' - 8"

B

1 A4

9' - 3"

1 1/2"

1 1/2" 4' - 7"

8 A3

A2

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

STEEL FRAME 7 1/2"X1 1/2"

1' - 7 1/2"

1

31' - 6"

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

SINGLE POLE SW. 44"MTG. HT.

1' - 4 1/2"

2' - 2"

5' - 3"

GFI

1 A3

1 1/2"

ROOF JOIST @ 4 1/2" O.C.

10' - 11 1/4"

14' - 11 3/4"

2

STEEL FRAME 7 1/2"X1 1/2"

STONE STEPS

7 A3

21' - 2 1/2"

1 1/2"

2x12 BLOCKING @2' O.C. (TYP)

4' - 4"

UP 7 A3

4

(2) 2x12

8 3/4"

PROPERTY LINE 3

TO PROPERTY LINE

6' - 1 3/4"

20' - 7 1/2"

C

consultants:

SCALE: 1/2" = 1'-0"

C

B

2 x 6 PAINTED WOOD STUD

ILLINOIS LICENCE NUMBER: 001.021399 LIC. EXP.: 11.30. 2020

BOTTOM OF PIER -2' - 9"

DESIGN FIRM LICENSE NO.: 184.007480-0001 LIC. EXP.: 04.30. 2019

A2

2 X 2 PAINTED WOOD STUD

A

WALL MOUNTED FIXTURE

C

GRADE 0' - 0"

1' - 7"

WEST ELEVATION

1

SCALE: 1/2" = 1'-0"

1 A3

A2

7' - 5 1/4"

10' - 11 1/4"

1 A4

NORTH ELEVATION

CHANDELIER

A

1' - 11"

STONE STEPS

BOTTOM OF PIER -2' - 9"

DESIGN FIRM LICENSE NO.: 184.007480-0001 LIC. EXP.: 04.30. 2019

COMBINATION HEAT/SMOKE/CO2 DETECTOR HARD WIRED 120V.

SD CO

2 x 6 PAINTED WOOD STUD

2 x 6 PAINTED WOOD STUD

CEILING MOUNTED EXHAUST FAN

SCALE: 1/4" = 1'-0"

GRADE 0' - 0"

2 3/4"

3

2 X 2 PAINTED WOOD STUD

DEMOLITION PLAN

2 x 6 PAINTED WOOD STUD 1ST FLOOR 1' - 3" (2) 2X12

2 X 2 PAINTED WOOD STUD

RECESSED CEILING FIXTURE HANGING CEILING FIXTURE

1

2 X 2 PAINTED WOOD STUD

7"

R

HSS 4 x 4 x 3/8" COLUMN LENGTH: 7'6"

2 x 6 PAINTED WOOD STUD

DUPLEX GND. RECEPT. GROUND FAULT INTERRUPT 42" MTG. HT.

CEILING MOUNTED FAN

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

Chicago Illinois 60607 C: 773 656 8946 info@sengaarch.com WWW.SENGAARCH.COM

2 X 2 PAINTED WOOD STUD

1ST FLOOR 1' - 3"

DUPLEX GND. RECEPT. GROUND FAULT INTERRUPT 18" MTG. HT.

GFI

1

A1

B

2 x 6 PAINTED WOOD STUD

ELECTRICAL SYMBOL LEGEND

GFI 42"

SCALE: 1/4" = 1'-0"

29' - 3 1/2"

SENGA ARCHITECTS 355 N Laflin Street #103

STEEL FRAME

4 A4

3' - 0"

10' - 11 1/4"

REMOVE ALL WOOD DECK

REMOVE ALL EXISTING STEP

LOW ROOF PLAN

A

LOW ROOF 8' - 9" 5 A4 4 A4

2 x 6 PAINTED WOOD STUD

9 A3

NIC

2 x 6 PAINTED WOOD STUD

2 x 6 PAINTED WOOD STUD

2

GFI

6'11"X1'1"X1 1/2" WOOD BOARD

2 x 6 PAINTED WOOD STUD

9 A4

2X4

NIC

2 x 6 PAINTED WOOD STUD 2 X 2 PAINTED WOOD STUD

2 A3

7"

X

2 X 2 PAINTED WOOD STUD 2 X 2 PAINTED WOOD STUD 2 x 6 PAINTED WOOD STUD

9' - 8 1/2"

X

2

3

4

X

INDICATES NEW WORK

NIC

1' - 1"

GFI

X

REMOVE WOOD STEP

GFI

14' - 11 3/4" 9' - 3"

GFI

X

10 A3

ROOF JOIST @ 4 1/2" O.C. 1 1/2" STONE SLAB

X

HIGH ROOF 10' - 11 1/2"

LOW ROOF 8' - 9" 2 X 2 PAINTED WOOD STUD

6' - 11"

4' - 4"

6' - 1 3/4"

TO PROPERTY LINE

5' - 8 3/4"

UP

8 A3

X

X

8 A3

X

X

HSS 4 x 4 x 3/8" COLUMN LENGTH: 7'4" HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2"

HSS 4 x 4 x 3/8" COLUMN LENGTH: 9' 6 1/2" 8 A3

A1

HIGH ROOF 10' - 11 1/2"

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

8' - 8"

3

A3

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

2 x 6 PAINTED WOOD STUD

INDICATES EXISTING CONDITION TO BE REPAIRED AS NECESSARY/COMPLETE D

B

SCALE: 1" = 1'-0"

2 X 2 PAINTED WOOD STUD

STEEL CHANEL SIZE (A X B X C) C7 X 9.8, HR A36 CHANNELS

C 20' - 7 1/2"

SECTION OF NORTH FENCE

3

A3

SCALE: 1" = 1'-0"

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OF THE CONSTRUCTION CONTRACT("WORK"). THE ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS THE SOLE PROPERTY OF SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAWING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN WITHOUT INC.THE RECIPIENT OF THIS DRAW ING ACKNOWLEDGES AND AGREES 2 EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS 3 1 A C B INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2016 THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER

INDICATES EXISTING CONDITION TO REMAIN

A

SECTION OF METERS BOX

5

A3

SCALE: 1" = 1'-0"

DETAILS

SECTIONS AND ELEVATIONS

A2

Custom Design + CD: Residential Design

4" 2'-0"

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

2'-5"

2'-6"

1'-3"

3"

3'-0"

3"

2'-9"

3"

3'-0"

3"

KITCHEN - "Z"

4"

1'-9"

12"DP

1'-3"

12"DP

FIXED PANEL

12"DP

3'-9"

1'-0"

2'-9"

12"DP

12"DP

4" FLAT MOULDING PER CABT MANUF

4"

2'-6"

12"DP

1'-0"

4"

12"DP

3'-6"

1'-3"

1'-3"

2'-6"

24"DP

24"DP

24"DP

24"DP

24"DP

24"DP

24"DP

24"DP

1'-9"

1'-9"

1'-9"

1'-9"

2'-6"

1'-6"

3'-0"

1'-6"

2'-6"

1 1/2"

9'-4"

1'-6"

2'-6"

24"DP

8'-4"

PKT DOOR TO UTILITY ROOM 5"

BACKSPLASH PER SPECS

9'-0"

CASED OPENING TO BEDRROM 2, BATH 2, & PORCH

36" COOKTOP

36" COOKTOP

2"

STEM GLASS HOLDER

Ellington Custom Homes, LLC

7'-0"

(BC - Location)

3"

KITCHEN - "Y"

KITCHEN SECTION

CABINET DTL

1/2" = 1'-0"

1/2" = 1'-0"

1" = 1'-0"

3 SINK AIR SWITCH

6"

FIXED LOUVER, TYPICAL

1'-4"

1'-4"

1'-4"

SHINGLE ROOF

1'-4"

3

12

1 _______

1'-4"

10

CD: Roof Plan

1'-8"

DECO METAL BRACKET

4"

10'-1"

2'-0 1/2"

1X CUT TO FIT PAINT GRADE FLAT STOCK

6"

7 9

3/4"

24"DP

2'-6"

24"DP

3'-0"

4 1/2"

6" FLAT MOULDING PER CABT MANUF

6" FLAT MOULDING PER CABT MANUF

5 _______ 8.1

1/2" = 1'-0"

HARDIE SHAKE SIDING OR EQ

2'-3"

2'-3"

ISLAND SIDE DTL

PANTRY - "Y"

1 1/2" = 1'-0"

1/2" = 1'-0"

12

DESK SECTION PANTRY - "Z"

12

1/2" = 1'-0"

1/2" = 1'-0"

6d CD: Interior Elevations 5/4 x 6” HARDIE TRIM OR EQ

5/4 x 6” HARDIE TRIM OR EQ

16"X54" SHUTTER W/ DIAMOND CUT

12

COPYRIGHT AR FRANCHISING, INC. ALL RIGHTS RESERVED

8'-0"

painted brick veneer

6'-4"

MAIN LEVEL 0'-0"

T.O. GARAGE SLAB -1'-9"

0.13:12

5'-0"

T.O. GARAGE SLAB -1'-9" 1X6 PAINT GRADE

BUILD OUT BASE TO RECEIVE TRIM DETAIL

5/4 x 6” HARDIE TRIM OR EQ

5/4 x 6” HARDIE TRIM OR EQ

MAIN LEVEL 0'-0"

FLAT STOCK WITH 3 1/2" REVEAL 2 _______ 9

1'-0"

EQ

EQ

WALL OUTLETS TO BE LOCATED IN BASE AT PERIMETER OF ROOM, TYP (APPROX. 3" ABV. FLOOR)

DEN - "X"

EQ

EQ

EQ

EQ

EQ

DEN - "Y"

1/2" = 1'-0"

BEDROOM 2 - "Y"

1/2" = 1'-0"

PLAN DISCLAIMER

EQ

8"

16"X60" SHUTTER W/ DIAMOND CUT

1'-0"

1/2" = 1'-0"

GARAGE FRONT ELEVATION 1/4" = 1'-0" 1'-1"

GARAGE R.SIDE ELEVATION 1/4" = 1'-0"

4'-6"

1'-0" 1'-0"

4'-6"

1 1/2"

BATH 2 - "X"

BATH 2 - "Y"

BATH 2 - "Z"

SHOWER 2- "X"

SHOWER 2- "Y"

SHOWER 2- "Z"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1'-1"

1'-1"

11/22/2021 KZ-A

BATH 2 - "W"

1'-3 3/4"

12

1'-0"

1'-0"

6'-7"

4'-0"

SHOWER 3 - "W"

SHOWER 3 - "X"

SHOWER 3 - "Y" 0'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

GARAGE REAR ELEVATION

TR

9'-1"

2'-0"

1'-0"

2'-9"

1'-6" 1'-6"

21"DP

3'-0"

2'-6"

21"DP

3'-10 1/2"

TYP 1'-4" FROM REAR WALL, 1'-8" AFF, TYP AT CABS

BATH 4 - "W"

BATH 4 - "X"

BATH 4 - "Y"

BATH 4 - "Z"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

CD: Perspectives

18" TB

DEN, SECONDARY BATHS

1/4" = 1'-0"

decor mirror tbd

PLAN: 1466_Rodanthe_A_2M_02 JOB: (BC#_134_HITER_A) Ci #s 1-114

CD: Interior Elevations

NOT FOR CONSTRUCTION

T.O. GARAGE SLAB -1'-9"

1 1/2"

1466F-R-02-2M-"A"

3'-6"

BATH 3 - "Z"

1/2" = 1'-0"

2'-8 1/2"

A CUSTOM PLAN FOR THE HITER RESIDENCE

3'-2"

3'-2" 4"

4"

BATH 3 - "Y"

1/2" = 1'-0"

TILE NICHE

(BC - Location)

MAIN LEVEL

BATH 3 - "X"

door to bedroom 4

ngton Custom Homes, LLC

12

TILE NICHE 1'-0"

3'-6"

4'-6"

1/2" = 1'-0"

DOOR TO BEDROOM 3

18" TB

4'-8"

8'-0"

TYP 1'-4" FROM REAR WALL, 1'-8" AFF, TYP AT CABS

BATH 3 - "W"

1'-3 3/4"

Sgl Glass - Shower Door

3'-2"

3'-3"

4" 2" 1'-0"

3'-0"

21"DP

3'-6"

3'-6"

TR TILE NICHE

4'-0"

4'-9"

TPH 21"DP

1'-3 3/4" T.O. PL - GARAGE 8'-6 1/2"

1'-0"

9'-1"

AR FRANCHISING, INC., THE DESIGNER, IS RESPONSIBLE FOR THE AESTHETIC DESIGN ONLY AS REPRESENTED IN THESE DRAWINGS (PLANS), BUT NOT FOR ANY STRUCTURAL INFORMATION INCLUDED OR OMITTED. THE CONTRACTOR (BUILDER) IS RESPONSIBLE BOTH FOR CONFORMING THESE PLANS AND CONSTRUCTING THE RESIDENCE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES, ORDINANCES, AND LAWS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: EGRESS, FIRE SAFETY, TECHNICAL CODES, FLOOD ZONE CRITERIA, HURRICANE CODES, PRE-ENGINEERED TRUSSES, FRAMING MEMBERS, FLASHING, AND MOISTURE PROTECTION. BY USE OF THESE DRAWINGS THE OWNER, CONTRACTOR (BUILDER), AND SUBCONTRACTORS ACKNOWLEDGE AND AGREE TO THIS DISCLAIMER.

10 1/2"

decor mirror tbd

TR

8.3

10:12

1466F-R-02-2M-"A"

5'-7 1/2"

A CUSTOM PLAN FOR THE HITER RESIDENCE

4" 1'-3"

(BC - Location)

1'-3"

2'-6"

21"DP

3'-0"

3'-0"

21"DP

4'-0"

4'-8" 3'-6"

21"DP

4"

2'-6"

TPH

TYP 1'-4" FROM REAR WALL, 1'-8" AFF, TYP AT CABS

Ellington Custom Homes, LLC

9'-0"

4'-6"

4'-8"

TR

18" TB

7'-0"

18" TB

1'-5 3/4"

PLAN DISCLAIMER

8'-0"

5

TILE NICHE

9'-0"

54"W X 42"H MIRROR (V.I.F)

1'-0"

DOOR TO BATH 2

4'-9"

1'-5 3/4" 11"

8"

6'-7"

1'-0" 1'-0"

SPACE FOR 50" FLAT PANEL TV

PAINT GRADE VENEER

6'-4"

PAINT GRADE VENEER

1'-0" 1'-0" 1x4 PAINT GRADE FLAT STOCK

11/22/2021 KZ-A

1'-0"

1X4 PAINT GRADE FLAT STOCK

FRENCH FIXED DOORS

8'-0"

10'-1"

1X4 PAINT GRADE FLAT STOCK

T.O. PL - GARAGE 8'-6 1/2"

3'-11"

AR FRANCHISING, INC., THE DESIGNER, IS RESPONSIBLE FOR THE AESTHETIC DESIGN ONLY AS REPRESENTED IN THESE DRAWINGS (PLANS), BUT NOT FOR ANY STRUCTURAL INFORMATION INCLUDED OR OMITTED. THE CONTRACTOR (BUILDER) IS RESPONSIBLE BOTH FOR CONFORMING THESE PLANS AND CONSTRUCTING THE RESIDENCE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES, ORDINANCES, AND LAWS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: EGRESS, FIRE SAFETY, TECHNICAL CODES, FLOOD ZONE CRITERIA, HURRICANE CODES, PRE-ENGINEERED TRUSSES, FRAMING MEMBERS, FLASHING, AND MOISTURE PROTECTION. BY USE OF THESE DRAWINGS THE OWNER, CONTRACTOR (BUILDER), AND SUBCONTRACTORS ACKNOWLEDGE AND AGREE TO THIS DISCLAIMER.

2X2 PAINT GRADE FLAT STOCK

12:12

12

1X8 PAINT GRADE FLAT STOCK

10

32" x 54" CSMT HDR AT 16'-8" (ABV 0'-0")

10

4/4 X 8” HARDIE TRIM OR EQ

STANDING SEAM metal ROOF

COORDINATE LOCATION OF ALL REQ. ELECTRICAL, CABLE, AUDIO/VIDEO & DATA RECEPTACLES WITH MOUNTING HARDWARE AND MFR. INSTALLATION REQ. FOR ALL FLAT PANEL DISPLAYS, SCREENS, & PROJECTORS.

9

1'-10"

ENTIRE LEG DETAIL BUILT OUT OF 3/4" FINISH MATERIAL PER CABT MANUF

4/4 X 8” HARDIE TRIM OR EQ

T.O. PL - GARAGE 8'-6 1/2"

7 _______

FIXED LOUVER, TYPICAL

5 1/4"

4

12

16"X54" SHUTTER W/ DIAMOND CUT

ROOF PLAN

3" X DTL PER CABN MANUF

1/2" = 1'-0"

10

6e

DECO METAL BRACKET

36" REF.

32" x 54" CSMT HDR AT 16'-8" (ABV 0'-0")

6e

1" 2" 1 1/2"

4"

12 _______

ROOF PLAN

10:12

10:12

6:12

8.1

1/2" = 1'-0"

10:12

10:12

6e

3/4"

6" FLAT MOULDING PER CABT MANUF

5 _______

2

4"

1'-4" 10:12

3 3/4"

2"

1'-8"

1'-0"

1/2" = 1'-0"

2'-0 1/2"

1'-4"

1

1'-8"

24"DP

2'-0"

8'-0"

DW

3'-0"

2'-10 1/2"

24"DP

1'-6"

NOT FOR CONSTRUCTION

pull out TRASH

6e

1'-4"

6'-0" 3" PULL OUT

10'-3"

1'-6"

1 _______

1'-4"

LED TAPE LIGHT

2'-1"

4:12 cricket

6:12

1'-4"

1'-4"

1'-4"

2 _______

3'-0"

1 1/2"

4

air switch

24"DP

10:12

2"

6e

NOT FOR CONSTRUCTION

TURN STUD

36" SS HOOD

20 1/2" DP RECESS

1

10:12 10:12

1'-4"

1'-4"

10:12

10:12

4 _______

1/4" = 1'-0"

4" FLAT MOULDING PER CABT MANUF

1 1/2"

1'-8 1/2"

A CUSTOM PLAN FOR THE HITER RESIDENCE

5'-3"

1'-4 1/2"

1'-4"

6:12 10:12 10:12

6e

1'-0"

6'-8"

24"DP

1/2" = 1'-0"

1466F-R-02-2M-"A"

10:12 1'-4"

1466F-R-02-2M-"A"

9 _______

18" TB

CD: Perspective

CASUAL DINING - "X"

KITCHEN ISLAND 1/2" = 1'-0"

COPYRIGHT AR FRANCHISING, INC. ALL RIGHTS RESERVED

CD: Main Level Floor Plan

1/4" = 1'-0"

6:12

10:12

8'-0"

SEE SHEET 6 FOR SPECIFIC ELEV DETAILS.

PLAN DISCLAIMER

11'-1"

1'-4" 1'-4"

1'-4"

TR

MAIN LEVEL

8'-8"

1'-4"

6e

6'-8"

9'-10"

10:12 1'-4"

10:12

10 _______

4"

4'-11"

REC CLG SURFACES, BOTH HORIZONTAL AND VERTICAL, SHALL HAVE SMOOTH FIN.

24"DP

9

1'-4" 6:12 6:12

1'-4"

2

1'-0"

1'-9"

VERIFY DEPTH AND WIDTH OF SLAB RECESS AT ALL DOORS TO ACCOMMODATE PROPER ALIGNMENT WITH THRESHOLDS AND DOOR TRACKS WITH MFR. REQUIREMENTS IN RELATION TO FINISH FLOOR MATERIALS.

36" REF. SPACE

OVEN

2 _______

DW

4:12

NOT FOR CONSTRUCTION

6'-8"

66" FREESTANDING SUNSTRUCK TUB W/ FLUTED SHROUD

BY KOHLER OR EQ.

24" x 48" FG HDR AT 8'-0"

ALL POCKET DOOR FRAMES TO BE SHEATHED WITH OSB.

MAIN LEVEL FLOOR PLAN

3'-10"

57'-4"

GENERAL NOTES:

13'-4"

32" x 64" DH HDR AT 8'-0" 2'-4 1/2"

7'-0 7/8"

6e

1'-4"

1'-4"

6'-4"

TR 5'-6 5/8"

6 _______

3:12

12'-4" 6'-0"

48" x 20" DH HDR AT 8'-0" 7'-4"

1'-4"

3 _______ 6e

PLAN: 1466_Rodanthe_A_2M_02 JOB: (BC#_134_HITER_A) Ci #s 1-114

48" x 20" DH HDR AT 8'-0"

6:12

4'-6"

2'-0"

(2) 32" x 72" DH HDR AT 8'-0" TILE NICHE

CLG 9'-0"

2 1/2"

1'-4"

4:12

2X2 PAINT GRADE FLAT STOCK

VERIFY ALL WDW & DR ROUGH OPNGS W/ MFR SPECS. SEE PLAN FOR WDW HDR HTS.

2'-0"

3'-11"

36" x 18" FG HDR AT 8'-0"

3'-10"

10:12

1X8 PAINT GRADE FLAT STOCK

3'-8 1/4"

24" TB

7'-3 3/4"

TPH

6'-9"

(2) SH 16" DP

(2) SH 16" DP

(2) SH 16" DP

7'-3 3/4"

1'-8 241/256"

TILE

9'-3 1/2"

3'-2 239/256" 1'-7 145/256" 1'-0"

8"

CLG 10'-1" crown

ROBE HOOK

2'-8"

Owner's Bath

12'-7 1/2"

2680 PKT

10:12

1'-4"

1'-4"

PLAN DISCLAIMER

8'-4 1/2"

6" 6" 6"

A CUSTOM PLAN FOR THE HITER RESIDENCE

10'-7 1/2" 2'-0" 6'-1"

8'-4 1/2"

2x6 wALL 12'-4"

2880 3'-11" 21080

CLG 10'-1" crown

4'-1 1/2"

TR

2'-1 1/2"

2680

7'-3 1/2"

4'-1 1/2"

2680

3:12

6e

(BC - Location)

5'-8 1/2" 16'-4"

15'-10"

12" W FLAT SOFFIT BOTT AT 9'-0"

CLG 10'-1" crown PAVERS 4'-6 1/2"

(2) 3080

CLG 10'-1"

3'-10"

2'-0"

24"DP

18"DP

MICRO

TOP HING FROSTED GLASS CABINETS W/ (2) #11 MINI CANS 1'-4"

7 _______

Ellington Custom Homes, LLC

PROVIDE GAS

(3) SH 16" DP DESK

x 64" Entry 28" DH Porch HDR AT 8'-0"

3'-9 1/2" 3'-10" ALEXANDRA TDL (4)LT, MAHOGANY DRS BY "DSA MASTER CRAFTED DRS" OR EQ. 7'-10 1/2"

2778 1326 4104

6'-0"

21080

carpet CLG 10'-1"

(2) SH 16" DP 17'-4"

17'-0"

1 _______ 6c

1'-0"

crown WOOD

3'-6 1/2"

Den

11'-11" x 15'-9" CLG 10'-1"

SEE SHT 5.1

CLG 10'-1" crown WOOD 4'-9 1/2"

2'-8"

SOUND INSULATION

(6) SH 20" DP

(2) SH 16" DP

6'-11 1/2"

2680 PKT

8'-9"

32" x 72" SH EGRESS HDR AT 8'-0"

1'-8"

2'-1 1/2"

6'-4"

3080

7 1/2"

2x8 wALL

Opening 3080

32" x 72" SH EGRESS HDR AT 8'-0"

4'-4"

15'-3" x 16'-7" CLG 11'-9" crown carpet

CLG 8'-6"

TANKLESS WATER HEATER PER SPECS MIN. 1/2" GWB ON GARAGE WALLS AND 5/8" TYPE 'X' ON CEILINGS (PROVIDE 1hr FIRE SEPARATION)

CLG 10'-1" WOOD

10'-4"

(5) SH 16" DP

2X6 WALL

(OPEN TO ABOVE) WOOD

DN

16'-2"

2x12 wALL

7'-0"

CASED OPENING TOP AT 8'-8"

17'-8 1/2"

15'-11 1/2"

(ABV. MAIN LEVEL)

DN

6" 6"

4'-4" 5'-4"

BUILT-IN BENCH

(2)2680

6'-3 1/2"

Pantry

2668

9'-8"

OVEN

micro

36" REF. SPACE

8 1/2" 11'-8"

(2)2680

9'-8"

42" GAS FIREPLACE, HEAT-N-GLO CLX8000 7'-0"

5'-0"

Main Level Living Upper Level Living Total

2'-0"

6'-7"

3'-6"

2778 1367 1326 520 182 162 6335

1'-0"

carpet 2x6 WALL

2x10 wALL

6'-4 1/2"

Owner's Suite

27'-9" x 40'-1"

Garage

28

4'-6"

12'-10 1/2"

Foyer

Great Room

1'-0"

Main Level Living Garage Upper Level Living Porch Upper Porch Entry Porch Total

Area Schedule - Frame Livable -...

6'-0"

12'-11 1/2"

8 1/2"

7"

CLG 10'-1"

4'-2 1/2"

36" HANDRAIL

PROVIDE GAS

10 1/2"

60" x 72" FG HDR AT 8'-0"

8" 1 3/ 2'-1

24"DP

13'-8"

1'-4"

Area Schedule - Frame (Crawl)

24"DP

SLIDING DOORS TO PORCH

2"

1'-4"

" 2'-0

18'-2"

4P2T BI-PARTING SGD - 16080

CLG 10'-1" crown STAMPED CONC

Porch

9'-5" 18'-10" 9'-5" 3'-6" 4'-4" 16'-0"

5'-7"

2'-0"

3'-10"

(5) SH 16" DP

UP

STAIR DATA: ( 18 ) RISERS AT 7 3/4" ( 17 ) TREADS AT 10" WITH 1" NOSING MAIN TO UPPER LEVEL HEIGHT = 11'-6 1/4"

18'-6" x 20'-8" CLG 11'-1" crown WOOD

21'-7 1/2"

6'-3"

10090

9

1/2" = 1'-0"

6e

" '-0 " 10 1/2 '-4 40

3 _______

5 9

GREAT ROOM - "X"

:12 10

8 _______

4'-11"

8"

2X8 WALL

3'-11 1/2"

(2)1680

CLG 9'-5" WOOD

5'-3"

2880

5'-5"

6" 6" 6"

(3) SH 16" DP 10'-0"

CLG 8'-8"

2'-0"

Clopay COACHMAN INSULATED Garage Doors W/GLASS

:12 10

10:12

" '-0 10

" '-0 10

36" REF.

CLG 9'-5"

32" x 72" CSMT HDR AT 8'-0"

6:12

3'-3"

10'-3"

8'-2"

6"

15'-2"

(5) SH 12" DP

VTR

TILE 16'-4"

CLG 10'-1" crown

Utility

2'-4"

DW 14'-9 1/2"

14'-5" x 13'-2" crown

Casual Dining

17'-11 1/2" 6'-6"

36" COOKTOP

5'-4"

13'-4"

Clopay COACHMAN INSULATED Garage Doors W/GLASS 10090

" 1/8

AR FRANCHISING, INC., THE DESIGNER, IS RESPONSIBLE FOR THE AESTHETIC DESIGN ONLY AS REPRESENTED IN THESE DRAWINGS (PLANS), BUT NOT FOR ANY STRUCTURAL INFORMATION INCLUDED OR OMITTED. THE CONTRACTOR (BUILDER) IS RESPONSIBLE BOTH FOR CONFORMING THESE PLANS AND CONSTRUCTING THE RESIDENCE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES, ORDINANCES, AND LAWS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: EGRESS, FIRE SAFETY, TECHNICAL CODES, FLOOD ZONE CRITERIA, HURRICANE CODES, PRE-ENGINEERED TRUSSES, FRAMING MEMBERS, FLASHING, AND MOISTURE PROTECTION. BY USE OF THESE DRAWINGS THE OWNER, CONTRACTOR (BUILDER), AND SUBCONTRACTORS ACKNOWLEDGE AND AGREE TO THIS DISCLAIMER.

48" x 36" AWNING HDR AT 8'-4"

48" x 36" AWNING HDR AT 8'-4"

80

TRASH CAN PAD

18" TB

2'-4 31/64" 3'-1 1/2"

DRYER

2x6 WALL

WASHER VTR

2880 PKT

3'-5

1'-4"

1'-4"

" 2'-0

2'-2"

5'-2"

DN

5'-8 1/2"

2x10 WALL

(2) SH 16" DP

SUPPLY VALVE OUTLET BOX

7'-10 1/2"

21080

4'-2 1/2"

2'-0" 5'-0"

2880 20min RATED

13'-2"

(2) SH 16" DP

Kitchen

1'-3"

2'-2"

2X8 WALL

3'-8" TILE NICHE

2x6 WALL

Bath 2

9'-1 1/2"

CLG 10'-1" crown TILE

13'-0"

CLG 10'-1" crown carpet

3'-7 1/2"

CLG 10'-1"

5'-3 1/2"

5'-10"

INSULATE HOOD

Clopay COACHMAN INSULATED Garage Doors W/GLASS

10090

8"

2x8 wALL

Pool Hall

4'-0 1/2"

crown WOOD

Pwdr Bath

3'-11"

4'-11"

13'-7 1/2"

(2) 32" x 56" DH HDR AT 8'-0"

4'-4"

60" x 72" FG HDR AT 8'-0"

16'-10"

10"

PROVIDE GAS

32" x 72" SH HDR AT 8'-0"

8'-0"

SHOWER GLASS DOOR

TR

2880

1'-2"

4'-4"

6:12

23'-10"

32" x 72" CSMT HDR AT 8'-0"

7'-1"

74'-0"

14'-9"

3080 cased opng

1'-8 1/2"

1'-10"

2880

6"

TPH

5'-8"

TR 2880

PROVIDE GAS

WOOD

5'-3"

6'-10 1/2"

SOFFIT 9'-4" 9'-1"

36" GRILL

CLG 8'-5"

19'-8"

5'-2 1/2"

4'-3 3/4"

CLG 10'-1" wood crown

TPH

3'-6"

CLG 9'-0"

13'-9 1/2" 9'-3"

36" HOOD

10" SQ SOLID CEDAR COL W/ 1X8 BOTT TRIM & 1X8 TOP TRIM

21080 PKT

WALL TO BE BUILT OF METAL STUD AND NONCUMBUSTABLE MATERIAL 6'-8"

10'-2"

12'-3" x 12'-11"

(2) 32" x 72" DH HDR AT 8'-0"

Bedroom 2

6'-11" 13'-5 1/2" 6'-4"

13'-4"

13'-7"

6'-4 1/2"

4"

8"

36" x 16" FG HDR AT 8'-0"

6'-11"

" '-5

3'-3 1/2"

15

12'-0"

16'-2 1/2"

1'-

1'-

31'-6" 19'-6"

32" x 54" CSMT HDR AT 16'-8"

6e

4"

1/2"

" '-10 30

(2) 32" x 60" CSMT HDR AT 8'-4" '-1 10

New construction of 2-stor y residence with 3-car garage in frame structure.

With big living, dining and kitchen open space, and luxury owner’s suite.

1 _______

1'-

"

6e

11/22/2021 KZ-A

48" x 36" AWNING HDR AT 8'-4"

" '-5

'-0

12 _______

:12 10

15

4

12

" 2'-6

:12

:12 10

12

"

12

"W"

PLAN: 1466_Rodanthe_A_2M_02 JOB: (BC#_134_HITER_A) Ci #s 1-114

"Z"

WALLS '-0

COPYRIGHT AR FRANCHISING, INC. ALL RIGHTS RESERVED

"X"

2"

4"

4 1/

1'-

8'-

6e

3'-0"

4"

5 _______

8'-5"

1'-

"Y"

AR FRANCHISING, INC., THE DESIGNER, IS RESPONSIBLE FOR THE AESTHETIC DESIGN ONLY AS REPRESENTED IN THESE DRAWINGS (PLANS), BUT NOT FOR ANY STRUCTURAL INFORMATION INCLUDED OR OMITTED. THE CONTRACTOR (BUILDER) IS RESPONSIBLE BOTH FOR CONFORMING THESE PLANS AND CONSTRUCTING THE RESIDENCE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES, ORDINANCES, AND LAWS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: EGRESS, FIRE SAFETY, TECHNICAL CODES, FLOOD ZONE CRITERIA, HURRICANE CODES, PRE-ENGINEERED TRUSSES, FRAMING MEMBERS, FLASHING, AND MOISTURE PROTECTION. BY USE OF THESE DRAWINGS THE OWNER, CONTRACTOR (BUILDER), AND SUBCONTRACTORS ACKNOWLEDGE AND AGREE TO THIS DISCLAIMER.

Scope of work:

11/22/2021 KZ-A

COPYRIGHT AR FRANCHISING, INC. ALL RIGHTS RESERVED

Software: Revit

SD+CD: Residential Addition Software: Revit, Enscape

Scope of work:

4

3

1

2

C 10X20

C 10X20

1

2

7 S3

C 10X20

A

A C 10X20

C 10X20

B

NEW 2X8 JOISTS @ 16" O.C. (TYP.)

NEW 2X8 JOISTS @ 16" O.C. (TYP.)

D e m o l i s h t h e ex i s t i n g t h e part above the foundation of the 1-story house. Reuse a n d re i n fo rce t h e fo u n d a tion to build a 2-story single family house. Take advantage of the zoning code to m a ke a l a rge a n d m o d e r n house.

7 S3

NEW 2X8 JOISTS @ 16" O.C. (TYP.)

8' - 2 1/2"

7 S3

1X10 FASCIA BOARD

W 8X18

(3) 2X10

C 10X20 C 10X20

C

(2) 2X10

HEADER LINTEL: (3) 2X12

(2) TJI 560 14"

(2) TJI 560 14" (3) 2X6 TO THE FOUNDATION WALL

REF. 30' - 1 3/4"

NEW TJI 560 14" JOISTS @ 12" O.C. WITH 2X12 WOOD BLOCKS @ 7' MAX. (TYP.)

NEW TJI 560 14" JOISTS @ 12" O.C. WITH 2X12 WOOD BLOCKS @ 7' MAX. (TYP.)

HEADER LINTEL: (2) 2X10

PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, SHINGLE, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, SHINGLE, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

5' - 9 1/2"

(2) 1.75X14LVL 2.0E

W 25

W 25

W 11

(2) 2X10

W 12

W 12

W 12

W 26

W 26

W 26

W 12

7' - 0"

W 15

DOWNSPOUT

W 13

HEADER LINTEL: (2) 2X10 NEW TJI 560 14" FLOOR JOISTS @16" C.C WITH 2X12 BLOCKING @7' MAXIMUM

W 12

4

W 02

W 02

D 101

E4

E2

1

2

GRADE 0' - 0"

7 S3

3 S3

C10X20 3 S3 NEW 2X8 JOISTS @ 16" O.C. (TYP.)

MC C5 x 6.7 @24" C/C

B ? ? ?

SHAFT 3 SF 115

CL 14 SF 111

C 3 S3

3 S3

C 10X20

3 S3

3 S3

3 S3

C10X20

? ? ?

SHAFT 3 SF 115

CL 14 SF 111

CL 9 SF 110

CL 9 SF 110

OFFICE 107 SF 107

C 10X20

C 10X20

ISSUED FOR

OFFICE 107 SF 107

C

BEDROOM #1 129 SF 109

CORRIDOR 211 SF 103

BEDROOM #1 129 SF 109

BASEMENT LEVEL -3' - 8"

S2

2

A5

SCALE: 1/4" = 1'-0"

Project

WOOD LINTEL SCHEDULE

3

WEST ELEVATION

ISSUED FOR PERMIT

C10X20

C10X20 9 R @ 0' - 7 1/2"

3 S3

CORRIDOR 211 SF 103

3 S3

LANDSCAPE LIGHT BASEMENT LEVEL -3' - 8"

A5

3

5" CONCRETE SLAB W/ STONE TILE.

general notes:

W 01

GRADE 0' - 0"

1

4

3 S3 A

7 S3

1ST FLOOR 5' - 5 1/2" B CEILING 4' - 4"

LANDSCAPE LIGHT

SCALE: 1/4" = 1'-0"

C 10X20

B

B CEILING 4' - 4"

W 01

1X10 FASCIA BOARD

ROOF FRAMING PLAN

1

2

C 10X20

W8X18

W 13

W 02

S2

A

consultants:

E2

1ST FLOOR 5' - 5 1/2"

3 3 S3

C 10X20

C 10X20

W 11

W 19

E2

W 02

3 S3

2ND FLOOR 15' - 4 1/2" 1ST CEILING 14' - 1 1/2"

W 12

1X10 FASCIA BOARD

2

DOWNSPOUT

W 13

W 20

HEADER LINTEL: (3) 2X12

(2) 2X10

E2

D 200

E1

OUTDOOR LIGHT

5"

E2 W 14

W 11

2ND FLOOR 15' - 4 1/2"

1ST CEILING 14' - 1 1/2"

E4

E2

W 11

W 13

E1

W 12

D 103

5' - 0 1/2"

OUTDOOR POST MOUNTED LIGHT

W 12

W 13

W 12

OUTDOOR POST MOUNTED LIGHT

E3

8' - 2"

W 14 W 13

(3) 2X10

(2) 1.75X14LVL 2.0E

NEW TJI 560 14" JOISTS @ 16" O.C. WITH 2X12 WOOD BLOCKS @ 7' MAX. (TYP.)

Chicago Illinois 60607 C: 773 656 8946 fsengas@sengaarch.com WWW.SENGAARCH.COM

2ND CELING 23' - 4 1/2"

DOWNSPOUT

DOWNSPOUT

E1

W 13

(3) 2X10 NEW 2X10 JOISTS @ 16" O.C. WITH 2X10 WOOD BLOCKS @ 7' MAX. (TYP.)

(2) 1.75X14LVL 2.0E W 8X24 STEEL BEAM

(2) TJI 560 14"

GUTTER

D 201

W 02

E4

HEADER LINTEL: (3) 2X12

4' - 3 3/4"

8 S3

(2) TJI 560 14"

NEW 2X8 JOISTS @ 16" O.C. (TYP.)

W 18

7' - 0"

W 18

2ND CELING 23' - 4 1/2" W 25 W 13

general notes: HEADER LINTEL: (2) 2X10

EXTEND WALL TO SUPPORT ROOF RIDGE BEAM

(2) TJI 560 14"

GUTTER

GUTTER

E2

E1

7' - 0"

7' - 0"

8' - 0"

E1

W 13

E4

EXTERIOR WALL 1X10 FASCIA BOARD

HEADER LINTEL: (2) 2X10

Firmin S. Senga SENGA ARCHITECTS 1 FIRST FLOOR - CEILING FRAMING PLAN 355 N Laflin StreetS2#206SCALE: 1/4" = 1'-0"

W 01

E2

E2

(3) 2X6 TO THE FOUNDATION WALL

SL02

W 01

EXTEND WALL TO SUPPORT ROOF RIDGE BEAM

EXTEND WALL TO SUPPORT ROOF RIDGE BEAM

(2) 1.75X14LVL 2.0E

E3 7' - 0"

(3) 2X10 HEADER LINTEL: (3) 2X12

(2) 2X10

W12X35 2 S3

NEW TJI 560 14" FLOOR JOISTS @16" C.C WITH 2X12 BLOCKING @7' MAXIMUM

(3) 2X10

(2) 2X10

18' - 0 1/4"

(2) TJI 560 14"

consultants:

EXTEND WALL TO SUPPORT ROOF RIDGE BEAM

(2) 2X10

EXTEND WALL TO SUPPORT ROOF RIDGE BEAM

(2) 1.75X14LVL 2.0E

C

W 02

(3) 2X10

(2) 2X10

HEADER LINTEL: (2) 2X10

OPEN

29' - 11 1/2"

DOWNSPOUT

HEADER LINTEL: (2) 2X10

(2) 2X10

C C 10X20

NEW 2X8 JOISTS @ 16" O.C. (TYP.)

B

NEW 2X10 JOISTS @ 16" O.C. WITH 2X10 WOOD BLOCKS @ 7' MAX. (TYP.)

7 S3

W 8X18

27' - 7"

GUTTER

Chicago Illinois C: 773 656 894 fsengas@sengaarch.c WWW.SENGAARCH.

HEADER LINTEL: (2) 2X10

HEADER LINTEL: (2) 2X10

A

Firmin S. Senga SENGA ARCHITECTS 355 N Laflin Street #2 (2) 2X10

NEW TJI 560 14" JOISTS @ 16" O.C. WITH 2X12 WOOD BLOCKS @ 7' MAX. (TYP.)

C 10X20

HEADER LINTEL: (2) 2X10

B

SD: Perspective PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, MODIFIED BITUMEN, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

HEADER LINTEL: (2) 2X10

HEADER LINTEL: (2) 2X10

CARPORT FRAMING PLAN 1 SCALE: 1/4" = 1'-0"

4

S2

CARPORT FRAMING PLAN 2 SCALE: 1/4" = 1'-0"

TAG

STRUCTURAL MEMBER

SPAN

L1 L2 L3 L4

(2) 2x10 (2) 2x12 (3) 2x12 (2) 1.75" x 9.25" 1.9E LVL

0' - 0" TO 5' - 0" 5' - 1" TO 6' -0" 6' - 1" TO 8' - 0" 8' - 1" TO 13' - 0"

BEARING (MIN. EACH END) 4" 6" 6" 6"

SCALE: 1/4" = 1'-0"

4'

2'

0

4'

8'

SCALE: 1/4" = 1'-0"

PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, MODIFIED BITUMEN, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

3" / 12

PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, MODIFIED BITUMEN, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

" 1 1/2" / 12"

C

B

A

SL02 GUTTER

GUTTER DOWNSPOUT

W 14

E2

11' - 4"

3' - 6"

W 24

2ND CELING 23' - 4 1/2"

W 24 E4

E1 2ND FLOOR 15' - 4 1/2" 1ST CEILING 14' - 1 1/2"

W 14 8' - 0 3/4"

4

E2

C10X15.3

E2

3 GUTTER DOWNSPOUT

W 24

8 S3

OUTDOOR LIGHT

2

DOWNSPOUT

W 01

E1

W 16

1

SL 01

2ND CELING 23' - 4 1/2"

DOWNSPOUT OUTDOOR LIGHT

CD: Frame plans

PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, SHINGLE, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

GUTTER

W 14

W 14

4' - 0 3/4"

2ND FLOOR 15' - 4 1/2" 1ST CEILING 14' - 1 1/2"

OUTDOOR LIGHT C10X20

OUTDOOR LIGHT

W 15

C10X20

ISSUED FOR

REV

DATE

ISSUED FOR PERMIT

1

10-11-2019

W 8X18

3' - 6" 10' - 5 1/2"

3' - 6"

E2

1ST FLOOR 5' - 5 1/2" B CEILING 4' - 4"

1ST FLOOR 5' - 5 1/2" B CEILING 4' - 4"

C10X15.3 W 01

W 14

W 01

E2

W 14

W 01

GRADE 0' - 0"

CU-1

GRADE 0' - 0" CU-1

4 S3

CU-2

BASEMENT LEVEL -3' - 8"

BASEMENT LEVEL -3' - 8"

4 S3

Project

2075 N 19th Ave, Melrose Park IL, 60160

Project number:

3

A5

EAST ELEVATION

4

A5

SCALE: 1/4" = 1'-0"

NORTH ELEVATION

19.124

Drawn by:

KZ

Checked by:

FS

SCALE: 1/4" = 1'-0"

description:

CD: Elevations

Drawn by: Checked by: description:

SOUTH ELEVATION

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OF THE CONSTRUCTION CONTRACT("WORK"). THE ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS THE SOLE PROPERTY OF SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAWING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN WITHOUT EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS INC.THE RECIPIENT OF THIS DRAWING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2016

PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, SHINGLE, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

2075 N 19th

Project number:

4'

2'

0

4'

8'

SCALE: 1/4" = 1'-0"

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OF THE CONSTRUCTION CONTRACT("WORK"). THE ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS THE SOLE PROPERTY OF SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT LAW AND ARCHITECTURAL WORKS PROTECTION ACT OF 1990.THE COPY OF THIS DRAWING AND / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN WITHOUT EXPRESS WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS INC.THE RECIPIENT OF THIS DRAW ING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2016

ELEVATION

SD: Perspective A5

STRUCTURAL PLAN AND DETAILS

CD: Building section VAPOR BARRIER PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, SHINGLE, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

29' - 11 1/2"

FASCIA BOARD FLASHING FLASHING SHED VENT

3" / 12

27' - 6 1/2"

SHINGLES

SL02

1 1/2" / 12"

SL 01

3/4" EXTERIOR PLYWOOD SHEATHING

"

E2

3A

2X10 BLOCKING

3A

2X8 BLOCKING

3A (2) 2X12

2X4 4' - 0 3/4"

2X4

(2) NEW 2X6

3A

3A

MASTERBEDROOM 286 SF 207

FOAM BLOCK

D 207

W 01

6A

NEW 2X6 6A

D 202

E1

6"X6" GLASS BLOCK

5/8" GYPSUM BOARD

6"X6" GLASS BLOCK

6"X6" GLASS BLOCK

4M BATHTUB

PRESURE TREATED 2X6 3' - 8"

1" GRID INSULATION BOTH HORIZONTAL AND VERTICAL POSITIONS (LEAVE 3/8" GAP FOR EXPANDING FOAM) CAVITY INSULATION

1' - 6"

2' - 0"

1' - 6"

2' - 0"

3/4" WOOD FLOOR

1' - 6"

TJI 560 14"

3/4" WOOD SHEATHING

MINIMUM 1/2" DRIP C 10X20

42" HEIGHT BALCONY RAILING

2ND FLOOR 15' - 4 1/2"

2x12 BLOCKING

SOFFIT CLOSURE

2X10

5/8" GYPSUM WALL BOARD 2x6

1" GRID INSULATION

C 10X20

3/4" WOOD SHEATHING PLYWOOD 2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE

8 S3 3' - 6"

NEW 3/4" EXTERIOR PLYWOOD SHEATHING INSULATION

FAMILY ROOM 449 SF 201

D 209

11' - 4"

NEW VINYL SIDING

STUCCO: FINISH COAT, 1/2" BROWN COAT AND 1/4" SCRATCH COAT W/ METAL LATCH EMBEDDED SELF FURRING LATCH NAILED @ 8" O.C. VERTICALLY & HORIZONTALLY DELTA- DRY RAINSSCREEN VAPOR BARRIER

W 16

3' - 6"

W 24

CONTINUOUS VAPOR BARRIER

SOFFIT VENT

E2

E2

CORRIDOR 121 SF 210

6A

FLASHING

2ND CELING 23' - 4 1/2"

8' - 0"

6"

FLASHING SOFFIT VENT

ICE & WATER SHIELD AT EVE FLASHING

6A

ICE & WATER SHIELD AT EVE

6" DROOPED CEILING

2x12 BLOCKING

E2

6" DROOPED CEILING

NEW 2X6

2' - 0"

2' - 6"

1/2"

2' - 0"

3' - 0"

2' - 0"

1/2"

ICE & WATER SHIELD AT EVE

2x6

1/2" GYPSUM BOARD

1/2"

1ST CEILING 14' - 1 1/2"

(2)TJI 560 14"

E2

6A C 10X20

2' - 6"

INSULATION

6" 6"

2x6 (3) 2x12

W 14

2x6 HSS4X4X3/8

4" DIA PIPE

16 R @ 0' - 7 1/2"

4" DIA PIPE

D 102

3A

D 101

C10X15.3

FOAM BLOCK

W 20 19

W 11 13 TV AND FIRE PLACE

1

A2

BASEMENT - PLAN SCALE: 1/4" = 1'-0"

1

A2

BASEMENT - PLAN SCALE: 1/4" = 1'-0"

CD: Floor plans & Roof plan

NEW CARPENTER BUILT STAIRS TO 1ST FLOOR WITH 7 3/4" MAX. RISE AND A 10" MIN. TREAD, INCLUDING 1" NOSING. STAIR TO HAVE A MIN. 36" HIGH HANDRAIL ON ONE SIDE AND A 36" HIGH GUARDRAIL WHEN STAIR IS OPEN TO AN ADJACENT FLOOR (TYP.) UP

3' - 8" E2 W 20 19

4' - 4"

UP

2

A2

FIRST FLOOR - PLAN SCALE: 1/4" = 1'-0"

NEW CARPENTER BUILT STAIRS TO 2ND FLOOR WITH 7 3/4" NEW CARPENTER BUILT STAIRS TO 2ND FLOOR WITH 7 3/4" MAX. RISE AND A 10" MIN. TREAD, INCLUDING 1" NOSING. MAX. RISE AND A 10" MIN. TREAD, INCLUDING 1" NOSING. STAIR TO HAVE A MIN. 36" HIGH STAIR TO HAVE A MIN. 36" HIGH HANDRAIL ON ONE SIDE AND 1 HANDRAIL ON ONE SIDE AND A 36" HIGH GUARDRAIL WHEN STAIR IS OPEN TO AN A 36" HIGH GUARDRAIL WHEN STAIR IS OPEN TO AN S3 ADJACENT FLOOR (TYP.) ADJACENT FLOOR (TYP.) UP5" CONCRETE SLAB W/ STONE TILE. 5" CONCRETE SLAB W/ STONE TILE.

2

A2

FIRST FLOOR - PLAN SCALE: 1/4" = 1'-0"

W 16

1

5' - 0"

46 SF

1 1 1 1 1 1 1 1 1 1 1

4' - 0 1/2" 5' - 0" 5' - 0" 1' - 6" 1' - 6" 3' - 0" 3' - 0" 3' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"

11' - 4"

W 18 W 18 W 19 W 20 W 24 W 24 W 24 W 25 W 25 W 25 W 26

5' - 0" 5' - 0" 5' - 0" 1 2' - 0" S3 1' - 6" 1' - 6" 1' - 6" 4' - 0" 4' - 0" 4' - 0" 1' - 2"

0' - 6" 0' - 6" 0' - 6" 5' - 6" 3' - 6" UP 3' - 6"

25 SF 25 SF 8 SF 3 SF 5 SF 5 SF 5 SF 8 SF 8 SF 8 SF 2 SF

13 SF 13 SF 4 SF 2 SF 2 SF 2 SF 2 SF 4 SF 4 SF 4 SF 1 SF SPANDREL

W 26

1

2' - 0"

1' - 2"

W 26

1

2' - 0"

1' - 2"

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

LIVING W 20 1 MASTERBEDROOM W 24 1 MASTERBEDROOM W 24 1 MASTER BATHROOM W 24 1 FAMILY ROOM W 25 1 FAMILY ROOM W 25 1 FAMILY ROOM W 25 1 LIVING W 26 1

2 SF

1 SF

SPANDREL LIVING

W 26

1

2 SF

1 SF

SPANDREL LIVING

W 26

1

2'

0

0' - 6" 25 SF 13 SF MASTERBEDROOM 0' - 6" 8 SF 4 SF LIVING 5' - 6" 3 SF 2 SF LIVING 3' - 6" 5 SF 2 SF MASTERBEDROOM 3' - 6" 5 SF 2 SF MASTERBEDROOM 3' - 6" 5 SF 2 SF MASTER BATHROOM 4' - 3" 8 SF 4 SF FAMILY ROOM 2075 N 19th Ave, Melrose ParkFAMILY ROOM 4' - 3" 8 SF 4 SF IL, 60160FAMILY ROOM 4' - 3" 8 SF 4 SF 8' - 11 2 SF 1 SF SPANDREL LIVING 19.124 Project number: 1/2" 2' Drawn - 0" 1' -by: 2" 8' - 11 2 SF 1 SF SPANDREL KZLIVING 1/2" 2' Checked - 0" 1' - 2" by:8' - 11 2 SF 1 SF SPANDREL FSLIVING 1/2"

description: 4'

4'

SCALE: 1/4" = 1'-0"

8'

FLOOR PLAN

2'

0

4'

A2

8'

SCALE: 1/4" = 1'-0"

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE NOTE: CONSTRUCTION CONTRACT SHALL NOT HAVE OVERBETWEEN OR CHARGE OF AND SHALL NOT RESPONSIBLE FOR CONTRACT CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES, ORNOT FORBE THE SAFETY PRECAUTIONS AND PROGRAMS CONNECTION WITH THE SEQUENCING WORK OF THEOR CONSTRUCTION ARCHITECTAND SHALL NOT HAVEINCONTROL OVER THE THE CHARGE OFOF ACTS OMISSIONS OFCONTRACT("WORK").

THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE AS THE TERM IN DEFINED IN THE ARCHITECT'S ARCHITECT ASSUMES ARCHITECT NO RESPONSIBILITY FOR ANYCONTROL DISCREPANCY THESE DRAWINGS ANDBE THE CONSTRUCTION ARCHITECT SHALL NOT HAVE CONTROLSEQUENCING OVER OR CHARGE OF AND SHALL RESPONSIBLE FOR CONSTRUCTION MEANS,INMETHODS, TECHNIQUES, PROCEDURES,CONTRACT("WORK").

OR FOR THE SAFETYTHE PRECAUTIONS PROGRAMS CONNECTION WITH WORK THEOR CONSTRUCTION THE ARCHITECT SHALL NOT HAVE CONTROL OVER THEOR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR"IN-CHARGE" EMPLOYEESOF ORTHE ANYWORK OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKESILLINOIS MADE DURING CONSTRUCTION THE CONTRACTOR. SOLE REMEDY CONSTRUCTION DEFECTS, ERRORS ORCONSTRUCTION OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING IS FOR THE CONSTRUCTION SOLE PROPERTYDEFECTS, OF SENGAARCHITECTS AND IS PROTECTED USTHE COPYRIGHT LAW AND ARCHITECTURAL PROTECTION ACT OF 1990.THE COPY DRAWING AND /US ORCOPYRIGHT DISTRIBUTION TOAND UNAUTHORIZED PERSONNEL OR CONSTRUCTION THE STRUCTURE DEPICTED HEREIN EXPRESS WRITTEN CONSENT PERSONNEL OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS INC.THEWRITTEN RECIPIENT OF THIS OF DRAWING ACKNOWLEDGES ANDCONSTITUTE AGREES STRUCTURAL ACT. THE BY ARCHITECT SHALL NOTTHE BE OWNERS' HELD RESPONSIBLE FOR FOR ERRORS AND/OR MISTAKES MADE DURING

BY THE CONTRACTOR. THE OWNERS' SOLE REMEDY ERRORS OR OMISSIONS SHALL BE UNDER AGAINST CONTRACTOR.THIS DRAWING IS THEWORKS SOLE PROPERTY OF SENGAARCHITECTS ANDOF IS THIS PROTECTED UNDER LAW ARCHITECTURAL WORKS PROTECTION ACT OFOF 1990.THE COPY OF THIS DRAWING ANDWITHOUT / OR DISTRIBUTION TO UNAUTHORIZED OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN WITHOUT EXPRESS CONSENT SENGAARCHITECTS WOULD INFRINGEMENT OF SENGAARCHITECTS INC.THE RECIPIENT OF THIS DRAW ING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS US COPYRIGHT ANDRIGHT, OTHERTITLE, INTELLECTUAL PROPERTY LAW,INCLUDING ARE RETAINED

BY SENGAARCHITECTS (C) 2016 THAT THE OWNERSHIP OF THEUNDER DRAWING AND ALL OTHER AND INTEREST THEREIN, WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2016

145.0

0°

TV AND FIRE PLACE E1

E1

Project

19.124

Drawn by:

KZ

Checked by:

FS

A3

A2

7' - 7 1/2"

SL02

TV AND FIRE PLACE E1

D 200 E1

4' - 0 1/2"

E1

1' - 8"

E2

10' - 7 1/4"

W 11 15' - 3 3/4"

10' - 3 1/4"

NEW CARPENTER BUILT STAIRS TO 1ST FLOOR WITH 7 3/4" MAX. RISE AND A 10" MIN. TREAD, INCLUDING 1" NOSING. STAIR TO HAVE A MIN. 36" HIGH HANDRAIL ON ONE SIDE AND A 36" HIGH GUARDRAIL WHEN STAIR IS OPEN TO AN ADJACENT FLOOR (TYP.)

2

2

A5

A5

0' - 1 1/2" 0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 1 1/2" 0' - 2" 0' - 2"

ROOM NUMBER ROOM NAME BASEMENT LEVEL 001 MECHANICAL ROOM 002 STORAGE #4 003 CORRIDOR consultants: 004 BATHROOM #3 005 STORAGE #2 006 STORAGE #1 007 STORAGE #3 008 CORRIDOR 009 CL

A4

1ST FLOOR 101 LIVING 102 CL 103 CORRIDOR 104 BATHROOM #1 105 SINK g e n e r a l107n o t e s : OFFICE 108 CL 109 BEDROOM #1 110 CL 111 CL 112 STAIRCASE 113 DINING 114 KITCHEN 115 SHAFT

6' - 3 1/4"

2ND FLOOR 201 202 203 204 205 206 207 208 209 210

FAMILY ROOM BATHROOM #2 LAUNDRY BEDROOM #3 CL W.I.C MASTERBEDROOM MASTER BATHROOM CL CORRIDOR

WINDOW SCHEDULE No. SL02 SL02 SL 01 W 01 W 01 W 01 W 01 W 01 W 01 W 01 W 01 W 02 W 02 W 02 W 02 W 02 W 02 W 02 W 11 W 11 W 11 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 13 W 13 W 13 W 13 W 13 W 13 W 13 W 13 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 15 W 15

12' - 1 1/2"

8' - 7 1/4"

E2

WINDOW SCHEDULE

26' - 6 1/2"

6A UP

13' - 1 1/4"

1 1/2" / 12"

4' - 1 1/4" 7' - 11 1/4"

2' - 0"

0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 2" 0' - 2" 0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 1 1/2"

ROOM SCHEDULE

6"

6' - 9"

13' - 3"

6' - 3 1/4"

6"

4' - 10"

C ON

3A

M

8' - 3 1/2"

8A

BATHROOM #2 67 SF 202

7' - 7 1/2"

0°

OPENING DOUBLE DOOR

0' - 2" 0' - 2"

SILL COUNT WIDTH HEIGHT HEIGHT LIGHT VENT NOTE To Room: Name 1 3' - 0" 3' - 0" 9 SF 5 SF SKY LIGHT 1 3' - 0" 3' - 0" 9 SF 5 SF SKY LIGHT 1 5' - 0" 2' - 0" 10 SF 5 SF SKY LIGHT 1 5' - 0" 2' - 0" 5' - 6" 10 SF 5 SF BEDROOM #3 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 5' - 6" 10 SF 5 SF MASTERBEDROOM 6' - 2 3/4" 6' - 2 3/4" 1 5' - 0" 2' - 0" 5'SL02 - 0" 10 SF 5 SF MASTER BATHROOM SL02 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 2' - 0" 2' - 0" 0' - 6" 4 SF 2 SF BEDROOM #3 SHED VENT SHED VENT 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF E2 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 5' - 6" 4 SF 2 SF MASTERBEDROOM 1 2' - 0" 2' - 0" 5' - 3" 4 SF 2 SF FAMILY ROOM 1 2' - 0" 2' - 0" 5' - 3" 4 SF 2 SF FAMILY ROOM W 14 1 2' - 0" 2' - 0" 5' - 6" 4 SF 2 SF 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF FAMILY ROOM 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF LIVING A5 A5 3 3 1 2' - 0" 4' - 3" 0' - 6" 9 SF 4 SF LIVING 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF FAMILY ROOM 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF LIVING E2 1 2' - 0" 4' - 3" 0' - 6" 9 SF 4 SF LIVING 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF FAMILY ROOM 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF LIVING 3' - 5 3/4" 3' - 5 3/4" 6' - 0" 1 2' - 0" 4' - 3" 0' - 6" 9 SF6' - 0" 4 SF LIVING 1 2' - 0" 5' - 0" 0' - 6" 10 SF 5 SF 1 2' - 0" 5' - 0" 0' - 3" 10 SF 5 SF FAMILY ROOM 1 2' - 0" 5' - 0" 0' - 3" 10 SF 5 SF 1 2' - 0" 5' - 0" 2' - 6" 10 SF 5 SF EGRESS BEDROOM #3 W 16 SL02 SL02 WINDOW W 13 1 2' - 0" 5' - 0" 2' - 4" 10 SF 5 SF DINING W 13 1 2' - 0" 5' - 0" 2' - 4" 10 SF 5 SF DINING GLASS BRICK WINDOW W 13 1 2' - 0" 5' - 0" 2' - 4" 10 SF 5 SF DINING W 13 1 2' - 0" 5' - 0" 0' - 6" 10 SF 5 SF MASTERBEDROOM W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF BEDROOM #1 W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF KITCHEN W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF BATHROOM #2 4 1/2" 4 1/2" W 14 1 3' - 0" 2' - 0" 5' - 6" 6 SF 3 SF W 15 1 3' - 0" 5' - 0" 2' - 2" 15 SF 8 SF W 15 1 3' - 0" 5' - 0" 0' - 6" 15 SF 8 SF EGRESS OFFICE WINDOW W 16 1 4' - 0 11' - 4" 5' - 0" 46 SF 23 SF 1/2" W 18 1 5' - 0" 5' - 0" 0' - 6" 25 SF 13 SF BEDROOM #3 W 18 1 5' - 0" 5' - 0" 0' - 6" 25 SF 13 SF MASTERBEDROOM W 19 1 1' - 6" 5' - 0" 0' - 6" 8 SF 4 SF LIVING W 20 1 1' - 6" 2' - 0" 5' - 6" 3 SF 2 SF LIVING GUTTER DOWNSPOUT GUTTER DOWNSPOUT W 24 1 3' - 0" 1' - 6" 3' - 6" 5 SF 2 SF MASTERBEDROOM DOWNSPOUT DOWNSPOUT W 24 1 3' - 0" 1' - 6" 3' - 6" 5 SF 2 SF MASTERBEDROOM W 24 1 3' - 0" 1' - 6" 3' - 6" 5 SF 2 SF MASTER BATHROOM PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW B, 2' - 0" 4' - 0" PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, W 25 CLASS 1 4' - 3" 8 SF 4 SF FAMILY ROOM SHINGLE, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED SHINGLE, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" W OVER 25 1 3/4" 2' - 0" 4' - 0" 4' - 3" 8 SF 4 SF FAMILY ROOM EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION W 25 1 2' - 0" 4' - 0" 4' - 3" 8 SF 4 SF FAMILY ROOM OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL W TO 26 BE 1 PER 2' - 0" 1' - 2" 8' - 11 2 SF 1 SF SPANDREL LIVING FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER 1/2" MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.) MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.) W 26 1 2' - 0" 1' - 2" 8' - 11 2 SF 1 SF SPANDREL LIVING 1/2" W 26 1 2' - 0" 1' - 2" 8' - 11 2 SF 1 SF SPANDREL LIVING 1/2" No. SL02 SL02 SL 01 W 01 W 01 W 01 W 01 W 01 W 01 W 01 W 01 W 02 W 02 W 02 W 02 W 02 W 02 W 02 W 11 W 11 W 11 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 13 W 13 W 13 W 13

26' - 6 1/2"

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

6A

203 D 203

26' - 3 1/2"

8' - 0" 8' - 7"

12' - 2"

13' - 3" 7' - 11 1/4" 8' - 3 1/2"

CLAUNDRY D 13 SF W

13' - 1 1/4"

3' - 8"

1' - 9" 1' - 9"

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

3' - 11 1/2" 8' - 0" 1' - 8" 1' - 10 3/4" 3' - 5 1/4"

8" 2' - 0"

3' - 3 1/4"

2' - 0" 145.0

PATIO DOOR PATIO DOOR

0' - 1 1/2" 0' - 1 1/2"

W 16 W 18 W 18 W 19 W 20 W 24 W 24 W 24 W 25 W 25 W 25 W 26 W 26 W 26

SILL COUNT WIDTH HEIGHT HEIGHT LIGHT VENT NOTE 1 3' - 0" 3' - 0" 9 SF 5 SF SKY LIGHT 1 3' - 0" 3' - 0" 9 SF 5 SF SKY LIGHT 1 5' - 0" 2' - 0" 10 SF 5 SF SKY LIGHT 1 5' - 0" 2' - 0" 5' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 5' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 5' - 0" 10 SF 5 SF 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF 1 2' - 0" 2' - 0" 0' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 5' - 6" 4 SF 2 SF 1 2' - 0" 2' - 0" 5' - 3" 4 SF 2 SF 1 2' - 0" 2' - 0" 5' - 3" 4 SF 2 SF 1 2' - 0" 2' - 0" 5' - 6" 4 SF 2 SF 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF 1 2' - 0" 4' - 3" 0' - 6" 9 SF 4 SF 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF 1 2' - 0" 4' - 3" 0' - 6" 9 SF 4 SF 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF 1 2' - 0" 4' - 3" 0' - 6" 9 SF 4 SF 1 2' - 0" 5' - 0" 0' - 6" 10 SF 5 SF 1 2' - 0" 5' - 0" 0' - 3" 10 SF 5 SF 1 2' - 0" 5' - 0" 0' - 3" 10 SF 5 SF 1 2' - 0" 5' - 0" 2' - 6" 10 SF 5 SF EGRESS WINDOW 1 2' - 0" 5' - 0" 2' - 4" 10 SF 5 SF 1 2' - 0" 5' - 0" 2' - 4" 10 SF 5 SF 1 2' - 0" 5'FOR - 0" 2' - 4" 10 SF 5 SF DATE ISSUED REV 1 2' - 0" 5' - 0" 0' - 6" 10 SF 5 SF ISSUED FOR PERMIT 1 10-11-2019 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF 1 3' - 0" 2' - 0" 5' - 6" 6 SF 3 SF 1 3' - 0" 5' - 0" 2' - 2" 15 SF 8 SF 1 3' - 0" 5' - 0" 0' - 6" 15 SF 8 SF EGRESS WINDOW 1 4' - 0 11' - 4" 5' - 0" 46 SF 23 SF 1/2" 1 5' - 0" 5' - 0" 0' - 6" 25 SF 13 SF 1 5' - 0" 5' - 0" 0' - 6" 25 SF 13 SF 1 1' - 6" 5' - 0" 0' - 6" 8 SF 4 SF PLAN 1 1' - 6" 2' - 0" 5' - 6" 3 SF 2 SF NORTH 1 3' - 0" 1' - 6" 3' - 6" 5 SF 2 SF 1 3' - 0" 1' - 6" 3' - 6" 5 SF 2 SF 1 3' - 0" 1' - 6" 3' - 6" 5 SF 2 SF 1 2' - 0" 4' - 0" 4' - 3" 8 SF 4 SF 1 2' - 0" 4' - 0" 4' - 3" 8 SF 4 SF 1 2' - 0" 4' - 0" 4' - 3" 8 SF 4 SF 1 2' - 0" 1' - 2" 8' - 11 2 SF 1 SF SPANDREL 2075 N1/2" 19th Ave, Melrose Park Project 1 2' - 0" 1' - 2" 8' - 11 2 SF 1 SF SPANDREL IL, 60160 1/2" 1 Project 2' - 0"number: 1' - 2" 8' - 11 2 SF 1 SF 19.124 SPANDREL 1/2"

Drawn by:

1

FLOOR PLAN

D 200

NEW CARPENTER BUILT STAIRS TO 1ST FLOOR WITH 7 3/4" MAX. RISE AND A 10" MIN. TREAD, INCLUDING 1" NOSING. STAIR TO HAVE A MIN. 36" HIGH HANDRAIL ON ONE SIDE AND A 36" HIGH GUARDRAIL WHEN STAIR IS OPEN TO AN ADJACENT FLOOR (TYP.)

2075 N 19th Ave, Melrose Park IL, 60160

Project number:

1' - 8"

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

15' - 3 3/4"

5' - 8 1/2"

3A

E2

E1 10' - 7 1/4" W 11

W 11 2' - 6 1/2"

E2

4' - 0"

GLASS BRICK WINDOW

E1

4' - 0 1/2"

E1

W 11

E2

m

3' - 0"

D 5'w - 2"

D 202

EXTEND TO THE ROOF

E2 W 25 8' - 7 1/4"

E2

PLAN NORTH

7' - 5 1/2"

11' - 11 1/4"

W 25

E2

3A

SL02 W.I.C 105 SF 206

FAMILY ROOM 449 SF W 16 201

E2

W 25

3A

N

3A

3A

E2

2' - 0"

E2 W SL02 25

0' - 1 1/2" 0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 1 1/2"

3" / 12"

W 25

5' - 0"

W 01

12' - 1 1/2"

E2

2' - 0"

PATIO DOOR

D

3" / 12"

10-11-2019

CL 20 SF 205 W 14

0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 2" 0' - 2" 0' - 1 1/2" 0' - 2" 0' - 1 1/2" 0' - 1 1/2"

Thickness Material F 0' - 2" 0' - 2" 0' - 2" 0' - 2"

NOTE:

6' - 1 1/4"

DATE

1

3A

6A

E1 UP

D 206

6' - 1 1/4"

REV

FAMILY ROOM 449 SF 201

E1

D 205-B

12' - 7 3/4"

ISSUED FOR

10' - 0 1/4"

EXTEND TO THE ROOF

2' - 0"

E2

CL D 209 5 SF 209 3A

3A

EXTEND TO THE ROOF

D 204

D 205-A

BATHROOM #2 SF D67 201 4' - 0" 202

3A

6A

MASTER BATHROOM 138 SF 208 4M 2' - 5"

E2

E2 F1

SL 01

D 207

6A 5' - 8 1/2"

3A

4' - 0"

6A

4M

BEDROOM #3 124 SF 204

W 13

4' - 0 3/4"

6A

6A

GLASS BRICK WALL

4' - 0"

E3 6A LAUNDRY D 13 SF W 8A 203 2' - 1 1/4" D 203

D 202

E1

ISSUED FOR PERMIT

3A

3A

3A

W 25

6"X6" GLASS BLOCK

12' - 10"

SL02

3' - 0"

5' - 2"

4' - 10"

CL 20 SF 205

W 01

W.I.C 105 SF 206

8' - 7"

3' - 3 1/4"

3' - 5 1/4"

D 201

4' - 0"

6A

3ACL D 209 5 SF 209 3A 3A

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

D 204 D 205-B

E1 2' - 1 1/4"

GLASS BRICK WALL MASTERBEDROOM 28601SF W 207

3A

EXTEND TO THE ROOF

1' - 8 3/4"

E3

6"X6" GLASS BLOCK

W 24

E1

E2

F1

6"X6" GLASS BLOCK

D 206

24' - 0 3/4"

11' - 11 1/4" 8" 2' - 0"

5' - 0"

6A D 205-A

2' - 0"

WOOD L NTEL SCHEDULE

BEDROOM #3 124 SF 204

W 13

SL 01

E2

3A

E1

E4

OPENING

0' - 1 1/2" 0' - 1 1/2"

6' - 9"

R

10' - 3 3/4"

W 24 E1

W 02

W 01 MASTER BATHROOM 138 SF 208 4M 2' - 5"

W 01

8' - 7"

E2

6A

D 207

4' - 0"

2' - 8 1/4"

2' - 3 3/4"

6A

4M

2' - 0 3/4"

4' - 1 1/4"

12' - 10"

4' - 0 3/4"

6A

E4

GLASS BRICK WALL

3A

1' - 9" 1' - 9" 2' - 8"

3' - 8" 12' - 2"

6"X6" GLASS BLOCK

W 01

25' - 11 1/2"

1' - 10 3/4"

GLASS BRICK WALL MASTERBEDROOM 286 SF 207

15' - 6 1/4"

W 24

W 24

E1

13' - 0 1/4"

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

6"X6" GLASS BLOCK

W 02

E2

description: 4'

2' - 8"

13' - 0 1/4"

E2

5' - 0" 5' - 0" 1' - 6" 5' - 0" 1' - 6" 2' - 0" 3' - 0" 1' - 6" 3' - 0" 1' - 6" 3' - 0" 1' - 6" 2' - 0" 4' - 0" Project 2' - 0" 4' - 0" 2' - 0" 4' - 0" 2' - 0" 1' - 2"

6"X6" GLASS BLOCK

1' - 8"

E4

SILL To Room:No. NameCOUNT WIDTH HEIGHT HEIGHT LIGHT VENT NOTE To Room: Name SL02 1 3' - 0" 3' - 0" 9 SF 5 SF SKY LIGHT SL02 1 3' - 0" 3' - 0" 9 SF 5 SF SKY LIGHT SL 01 1 5' - 0" 2' - 0" 10 SF 5 SF SKY LIGHT BEDROOM W #301 1 5' - 0" 2' - 0" 5' - 6" 10 SF 5 SF BEDROOM #3 W 01 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF W 01 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF W 01 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF MASTERBEDROOM W 01 1 5' - 0" 2' - 0" 5' - 6" 10 SF 5 SF MASTERBEDROOM MASTER BATHROOM W 01 1 5' - 0" 2' - 0" 5' - 0" 10 SF 5 SF MASTER BATHROOM W 01 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF W 01 1 5' - 0" 2' - 0" 4' - 6" 10 SF 5 SF BEDROOM W #302 1 2' - 0" 2' - 0" 0' - 6" 4 SF 2 SF BEDROOM #3 W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF 2 SF MASTERBEDROOM W 02 1 2' - 0" 2' - 0" 5' - 6" 4 SF 2 SF MASTERBEDROOM FAMILY ROOM W 11 1 2' - 0" 2' - 0" 5' - 3" 4 SF 2 SF FAMILY ROOM FAMILY ROOM W 11 1 2' - 0" 2' - 0" 5' - 3" 4 SF 2 SF FAMILY ROOM W 11 1 2' - 0" 2' - 0" 5' - 6" 4 SF 2 SF FAMILY ROOM W 12 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF FAMILY ROOM LIVING W 12 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF LIVING LIVING W 12 1 2' - 0" 4' - 3" 0' - 6" 9 SF 4 SF LIVING FAMILY ROOM W 12 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF FAMILY ROOM LIVING W 12 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF LIVING LIVING W 12 1 2' - 0" 4' - 3" 0' - 6" 9 SF 4 SF LIVING FAMILY ROOM W 12 1 2' - 0" 4' - 3" 0' - 0" 9 SF 4 SF FAMILY ROOM LIVING W 12 1 2' - 0" 4' - 3" 4' - 9" 9 SF 4 SF LIVING LIVING W 12 1 2' - 0" 4' - 3" 0' - 6" 9 SF 4 SF LIVING W 13 1 2' - 0" 5' - 0" 0' - 6" 10 SF 5 SF FAMILY ROOM W 13 1 2' - 0" 5' - 0" 0' - 3" 10 SF 5 SF FAMILY ROOM W 13 1 2' - 0" 5' - 0" 0' - 3" 10 SF 5 SF BEDROOM W #313 1 2' - 0" 5' - 0" 2' - 6" 10 SF 5 SF EGRESS ISSUED FOR REV WINDOW DATE BEDROOM #3 10-11-2019DINING DINING W 13 1 2' -ISSUED 0" 5' - FOR 0" PERMIT 2' - 4" 10 SF 51SF DINING W 13 1 2' - 0" 5' - 0" 2' - 4" 10 SF 5 SF DINING DINING W 13 1 2' - 0" 5' - 0" 2' - 4" 10 SF 5 SF DINING MASTERBEDROOM W 13 1 2' - 0" 5' - 0" 0' - 6" 10 SF 5 SF MASTERBEDROOM W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF BEDROOM W #114 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF BEDROOM #1 W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 3 SF KITCHEN W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF KITCHEN BATHROOMW#2 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3 SF BATHROOM #2 W 14 1 3' - 0" 2' - 0" 5' - 6" 6 SF 3 SF W 15 1 3' - 0" 5' - 0" 2' - 2" 15 SF 8 SF OFFICE W 15 1 3' - 0" 5' - 0" 0' - 6" 15 SF 8 SF EGRESS OFFICE WINDOW W 16 1 4' - 0 11' - 4" 5' - 0" 46 SF 23 SF PLAN 1/2" NORTH BEDROOM #3 BEDROOM W #318 1 5' - 0" 5' - 0" 0' - 6" 25 SF 13 SF MASTERBEDROOM W 18 1 LIVING W 19 1

E1 E4

3' - 11 1/2"

2' - 3 3/4"

449 SF 67 SF 13 SF 124 SF 20 SF 105 SF 286 SF 138 SF 5 SF 121 SF 1329 SF 3557 SF

2' - 0"

12' - 7 3/4"

DW

13 W 11

TV AND FIRE PLACE

2' - 9"

NEW CARPENTER BUILT STAIRS TO 1ST FLOOR WITH 7 3/4" MAX. RISE AND A 10" MIN. TREAD, INCLUDING 1" NOSING. STAIR TO HAVE A MIN. 36" HIGH HANDRAIL ON ONE SIDE AND A 36" HIGH GUARDRAIL WHEN STAIR IS OPEN TO AN ADJACENT FLOOR (TYP.)

6' - 3 3/4" E2

W 24

Mark Height Width BASEMENT LEVEL D 001 6' - 8" 2' - 8" D 004 7' - 0" 2' - 8" D 005 7' - 0" 2' - 8" D 006 7' - 0" 2' - 8" D 007 7' - 0" 3' - 0" D 009 7' - 0" 5' - 0" D 061 5' - 0" 2' - 0" 1ST FLOOR D 101 7' - 0" 6' - 0" D 102 7' - 0" 2' - 6" D 103 7' - 0" 5' - 4" D 104 7' - 0" 2' - 6" D 105 7' - 0" 2' - 0" D 106 7' - 0" 3' - 0" D 107 7' - 0" 2' - 6" D 108 7' - 0" 4' - 0" D 109 7' - 0" 2' - 6" Firmin S. Senga D 110 7' - 0" 4' - 0" SENGA ARCHITECTS D 111 7' - 0" 6' - 0" 355 N Laflin Street 2ND FLOOR#206 D 200 7' - 0" 6' - 0" Chicago D 201 Illinois7' - 0" 60607 6' - 0" - 0" 2' - 4" C: 773 D 202 656 7' 8946 D 203 7' - 0" 5' - 0" fsengas@sengaarch.com D 204 7' - 0" 2' - 6" WWW.SENGAARCH.COM D 205-A 7' - 0" 5' - 0" D 205-B 7' - 0" 5' - 0" D 206 7' - 0" 3' - 0" D 207 7' - 0" 2' - 2" D 209 7' - 0" 1' - 6"

COMMENT

3' - 8 1/2"

W 01

E2

10' - 3 3/4"3' - 10"

15' - 6 1/4"

E1

Thickness Material Finish 0' - 2" 0' - 2" 0' - 2" 0' - 2"

1. 3' FROM EXHAUST LOCATIONS ON EXTERIOR WALLS FROM KITCHEN AND BATHROOMS MUST BE 3' FROM WINDOW AND DOOR EXHAUST LOCATIONS ON EXTERIOR WALLS FROM KITCHEN AND BATHROOMS MUST BE WINDOW AND DOOR ROOM SCHEDULE OPENINGS PER V.O.P. KITCHEN AND BATHROOM REMODELING GUIDELINE. OPENINGS PER V.O.P. KITCHEN AND BATHROOM REMODELING GUIDELINE. 2.

PROVIDE SAFETY GLAZING FOR WINDOW SL01.

2.

PROVIDE SAFETY GLAZING FOR WINDOW SL01.

ROOM 3.

PROVIDE SAFETY GLAZING FOR ALL THE NEW SHOWER STALLS. 3.

PROVIDE SAFETY GLAZING FOR ALL THE NEW SHOWER STALLS. NUMBER ROOM NAME AREA 4.

FOR NEW WINDOWS, U-FACTOR SHOULD BE 0.32 OR LESS. 4.

FOR NEW WINDOWS, U-FACTOR SHOULD BE 0.32 OR LESS. BASEMENT LEVEL 5.

INDICATE ALLSHALL RECESSED LUMINARIES INSTALLED BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE 5.

INDICATE ALL RECESSED LUMINARIES INSTALLED BETWEEN CONDITIONED AND UNCONDITIONED SPACES BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE001 RATE OF 2.0 CFM AT 75 PA PRESSURE DIFFERENTIALS. ALL IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF 2.0 CFM AT 75 PA PRESSURE DIFFERENTIALS. ALL MECHANICAL ROOM 59 SF LUMINARIES SHALL BE SEALED WITH GASKET OR CAULK HOUSING AND LUMINARIES SHALL BE SEALED WITH GASKET OR CAULK BETWEEN HOUSING AND CEILING COVERING. 002 BETWEEN STORAGE #4 CEILING COVERING. 274 SF PROVIDE INSULATION ON ALL NEW HOT WATER SERVICE LINES (3/4" AND LARGER) TO KITCHEN AND OTHER 6.

PROVIDE R-3 INSULATION ON ALL NEW HOT WATER SERVICE LINES (3/4" AND LARGER)6.TO KITCHEN ANDR-3 OTHER 003 CORRIDOR 42 SF AREAS REQUIRED PER IECC R403.5.3 AREAS REQUIRED PER IECC R403.5.3 004 BATHROOM #3 60 SF 005 STORAGE #2 181 SF 006 STORAGE #1 163 SF 007 STORAGE #3 138 SF 1 1 008 CORRIDOR 74 SF A4 A4 009 CL 14 SF 1005 SF 1ST FLOOR 101 LIVING 182 SF PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF 102 CL 34 SF COMPOSITION: NEW CLASS B, MODIFIED BITUMEN, WATERPROOF COMPOSITION: NEW CLASS B, MODIFIED BITUMEN, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" 103 CORRIDOR 211 SF EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER 104 BATHROOM #1 50 SF PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 105 SINK 5 SF RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM 107 OFFICE 107 SF BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE 108 CL 11 SF PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.) MATERIAL WARRANTY. (TYP.) 109 BEDROOM #1 129 SF GUTTER GUTTER 110 CL 9 SF DOWNSPOUT DOWNSPOUT EDGE OF THE EXTERIOR WALL BELOW EDGE OF THE EXTERIOR WALL BELOW DOWNSPOUT DOWNSPOUT 111 CL 14 SF 33' - 2" 8" 33' - 2" 8" 112 STAIRCASE 75 SF 113 DINING 217 SF 114 KITCHEN 176 SF 4 1/2" 4 1/2" 115 SHAFT 3 SF 1223 SF 2ND FLOOR 201 FAMILY ROOM 449 SF 202 BATHROOM #2 67 SF 2' - 0" 2' - 0" 203 LAUNDRY 13 SF 204 BEDROOM #3 124 SF 205 CL 20 SF 206 W.I.C 105 SF 207 MASTERBEDROOM 286 SF SL 01 SL 01 208 MASTER BATHROOM 138 SF 209 CL 6' - 6 1/4" 5 SF 6' - 6 1/4" 210 CORRIDOR 121 SF 1329 SF 3557 SF

1' - 7 3/4"

E2

FAMILY ROOM BATHROOM #2 LAUNDRY BEDROOM #3 CL W.I.C MASTERBEDROOM MASTER BATHROOM CL CORRIDOR

OR

general notes:

W 24

1" AIR FILM STONE VENEER UL# U305

3' - 8 1/2"

W 01

E2

2ND FLOOR 201 202 203 204 205 206 207 208 209 210

449 SF 67 SF 13 SF 124 SF 20 SF 105 SF 286 SF 138 SF 5 SF 121 SF 1329 SF 3557 SF

U D 1 A4

1

2' - 0 3/4"

2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE

5/8"FILM GYPSUM WALL BOARD 1" AIR

Mark Height Width BASEMENT LEVEL D 001 6' - 8" 2' - 8" D 004 7' - 0" 2' - 8" D 005 7' - 0" 2' - 8" D 006 7' - 0" 2' - 8" D 007 7' - 0" 3' - 0" D 009 7' - 0" 5' - 0" D 061 5' - 0" 2' - 0" 1ST FLOOR D1'6" 101THICK 7' - 0" 6' - 0" DCONCRETE 102 7' - 0" WALL2' - 6" D(MATCH 103 7' - 0" 5' - 4" THE DEXISTING) 104 7' - 0" 2' - 6" D 105 7' - 0" 2' - 0" D 106 7' - 0" 3' - 0" D 107 7' - 0" 2' - 6" D 108 7' - 0" 4' - 0" D 109 7' - 0" 2' - 6" D 110 7' - 0" 4' - 0" D 111 7' - 0" 6' - 0" 2ND FLOOR D 200 7' - 0" 6' - 0" D 201 7' - 0" 6' - 0" D 202 7' - 0" 2' - 4" D 203 7' - 0" 5' - 0" D 204 7' - 0" 2' - 6" D 205-A 7' - 0" 5' - 0" D 205-B 7' - 0" 5' - 0" D 206 7' - 0" 3' - 0" D 207 7' - 0" 2' - 2" D 209 7' - 0" 1' - 6"

1.

EXISTING FOOTING 24"X12"X12"

3' - 10"

VAPOR BARRIER 3/4" WOOD SHEATHING PLYWOOD

NOTE:

A4 EXISTING 4" CONCRETE SLAB

182 SF 34 SF 211 SF 50 SF 5 SF 107 SF 11 SF 129 SF 9 SF 14 SF 75 SF 217 SF 176 SF 3 SF 1223 SF

1" AIR FILM

2x6 WOOD STUDS AT 16" O.C. 2x6 WOOD STUDS PROVIDE CEM AT BD16" AT O.C. WET LOCATIONS W/ R-20 PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) (BLOWN 2 MILINSULATION) NYLON FILM WATERPROOFING MEMBRANE 2 MIL NYLON FILM WATERPROOFING MEMBRANE

1' - 7 3/4"

W 01

E2

4' - 0"

W 01

E2

BATHROOM #1 SINK OFFICE CL BEDROOM #1 CL CL STAIRCASE DINING KITCHEN SHAFT

59 SF 274 SF 42 SF 60 SF 181 SF 163 SF 138 SF 74 SF 14 SF 1005 SF

STONE VENEER

STONE VENEER UL# U305 UL# U305

BASEMENT LEVEL -3' - 8"

1 S3

3/4" WOOD SHEATHING PLYWOOD 2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) 1'6" THICK2 MIL NYLON FILM WATERPROOFING MEMBRANE CONCRETE 5/8"WALL GYPSUM WALL BOARD (MATCH THE EXISTING)UL# U305

VAPOR BARRIER VAPOR 3/4" BARRIER WOOD SHEATHING PLYWOOD 3/4" WOOD SHEATHING PLYWOOD

4' - 0"

11' - 4 1/2"

E2

104 105 107 108 109 110 111 112 113 114 115

DELTA- DRY RAINSCREEN

1' - 11 1/4"

7' - 4 1/4"

LIVING 182 SF 101

5 SF 5 SF 5 SF 5 SF 5 SF 2 SF 2 SF 2 SF 2 SF 2 SF 2 SF 2 SF 2 SF 2 SF W 14 2 SF 4 SF 4 SF 4 SF 4 SF 4 SF 4 SF 4 SF 4 SF 4 SF 5 SF 5 SF 5 SF 5 SF EGRESS WINDOW 5 SF 5 SF 5 SF 5 SF 3 SF 3 SF E2 3 SF 3 SF 3 SF 3 SF 3 SF 3 SF 8 SF 8 SF EGRESS WINDOW 23 SF

1 S3

consultants:

WINDOW SCHEDULE

1' - 5"

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

8' - 2"

6' - 7 1/4"

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

3A CL 34 SF 102

D 101 E2

3"

3"

12' - 0"

6' - 9 3/4" 1' - 5"

5' - 9"

DW 4' - 9"

D 102

4' - 1"

3' - 0 1/2"

W 13 1 2' - 0" 5' - 0" 2' -3'4"- 0 1/2" 10 SF W 13 1 2' - 0" 5' - 0" 2' - 4" 10 SF W 13 1 2' - 0" 5' - 0" 2' - 4" 10 SF W 13 1 2' - 0" 5' - 0" 0' - 6" 10 SF W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF 3A CL W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 34 SF D 102 W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 102 W 14 1 3' - 0" 2' - 0" 4' - 6" 6 SF 4' - 9" W 14 1 3' - 2 1/2"3' - 0" 2' - 0"7' - 45'1/4" - 0" 6 SF W 14 1 3' - 0" 2' - 0" 5' - 0" 6 SF WD 141011 3' - 0" 2' - 0" 5' - 6" 6 SF W 15 1 3' - 0" 5' - 0" 2' - 2" 15 SF W6'15 1 3' - 0" 3'5'--8" 0" 0' - 6" 4' - 15 - 3 3/4" 4" SF

1' - 6"

°

11' - 4 1/2"

7' - 7 1/4"

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

5' - 1 1/4"

W 12

14' - 1"

1' - 6"

D 110

5' - 0 3/4"

13' - 0"

3' - 8 1/2"

D 105

1' - 8 1/4"

12' - 7 1/4"

3' - 4"

W 16

W 12

LIVING 182 SF 101

1' - 5 1/4"

UP

2X4

VAPOR BARRIER

E3 EXTERIOR WALL

STONE VENEER STONE VENEER 1" AIR FILM 1" AIR FILM

VAPOR BARRIER VAPOR BARRIER 3/4"SHEATHING WOOD SHEATHING PLYWOOD 3/4" WOOD PLYWOOD

4' - 0"

W 12

9' - 11 3/4"

16 R @ 0' - 7 1/2"

WALL TYPE LEGEND

1' - 11 1/4"

E2

F1

D 103

LIVING CL

UL# U305

AREA

g103 e n e r a l nCORRIDOR otes:

WINDOW SCHEDULE

2' - 1"

10' - 2 3/4" SILL 6A COUNT WIDTH HEIGHT HEIGHT LIGHT VENT NOTE 1 3' - 0" 3' - 0" 9 SF 5 SF SKY LIGHT 1 9 SF 5 SF SKY LIGHT 6A3' - 0" 3' - 0" 1' - 9" 1' - 9" 3' - 0" 1 5' - 0" 2' - 0" 10 SF 5 SF SKY LIGHT 1 5' - 0" 2' - 0" 5' - 6" 10 SF 5 SF 1 5' - 0" BATHROOM 2' - 0" 4' - #1 6" 10 SF 5 SF W 14 1 5' - 0" 2' - 0" 10 SF 5 SF 50 SF4' - 6"

4' - 0"

F1

16' - 9"

4' - 0"

W 12

DINING 217 SF 113

2' - 9"

9' - 4 1/2"

3' - 9 1/2"

9' - 11"

3' - 0"

3' - 0"

W 12

3' - 4"

3' - 4"

D 061

2' - 1"

1ST FLOOR 101 102

E4 E3 EXTERIOR WALL EXTERIOR WALL

C2 EXTERIOR WALL

WOOD SIDING

5/8" GYPSUM WALL BOARD

2x6 WOOD STUDS AT 16" O.C. NEW STEEL STAIRS TO FIRST FLOOR WITH 7 3/4" 2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN MAX. RISE AND A 10" MIN. TREAD, INCLUDING 1" INSULATION) (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE 2 MILHIGH NYLON FILM WATERPROOFING MEMBRANE NOSING. STAIR TO HAVE A MIN. 36" WALL TYPE5/8" LEGEND 5/8" GYPSUM WALL BOARD GYPSUM WALL BOARD HANDRAIL ON ONE SIDE AND A 36" HIGHWALL BOARD 5/8" GYPSUM UL# U305 UL# U305 GUARDRAIL WHEN STAIR IS OPEN TO AN UL# U305 ADJACENT FLOOR (TYP.)

5.00

1' - 6 1/2"

E2 F1

F1

3' - 6"

KITCHEN 176 SF 114

E1 UP

E2

F1 F1

6A

STORAGE #4 CORRIDOR BATHROOM #3 STORAGE #2 STORAGE #1 STORAGE #3 CORRIDOR CL

2x6 WOOD WOOD SIDING STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) VAPOR BARRIER 2 MIL NYLON FILM WATERPROOFING MEMBRANE 3/4" WOOD SHEATHING PLYWOOD 1HR RATED TYPE "X" 5/8" GYPSUM BOARD 2x61WOOD LAYERSTUDS AT 16" O.C. PROVIDE CEM BD ATTAPE WET &LOCATIONS W/ R-20 SCREW ATTACH PAINT (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE UL#333

2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE

12

F1

10' - 3"

182 SF 34 SF 211 SF 50 SF 5 SF 107 SF 11 SF 129 SF 9 SF 14 SF 75 SF 217 SF 176 SF 3 SF 1223 SF

2ND FLOOR 201 FAMILY ROOM E2 3A 202 BATHROOM #2 4' - 4 3/4" W 14 203 LAUNDRY 204 BEDROOM #3 205 CL 206 W.I.C BEDROOM #1 207 129 SF MASTERBEDROOM 208 109 MASTER BATHROOM 209 CL E2 210 CORRIDOR

No. SINK SL02 5 SF SL02 105 SL 01 W 01 3A W 01 W 14 W 01 W 01 1 D 1045' - 0" 2' - 0"104 4' - 6" 10 SF W 01 1 5' - 0" 2' - 10' 0" - 3"5' - 6" 10 SF W 01 1 5' - 0" 2' - 0" 5' - 0" 10 SF W 01 1 5' - 0" 2' - 0" 4' - 6" 6A10 SF WREF. 01 1 5' - 0" 2' - 0" 4' - 6" 10 SF W 02 1 2' - 0" 2' - 0" 0' - 6" 4 SF W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF CH= 9' W 02 1 6' - 2' 6"- 0" 2' - 0" 3' -4'6"- 6" 2'4- SF 1" W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF W 02 1 2' - 0" 2' - 0" 4' - 6" 4 SF W 02 1 2' - 0" 2' - 0" 5' - 6" 4 SF W 11 1 2' - 0" 2' - 0" 5' - 3" 4 SF 6" CEILING DROP KITCHEN W 14 W 11 1 2' - 0" 5' - 3" 4 SF 176 SF 2' - 0" CORRIDOR W 11 1 2'114 - 0" 2' - 0" 5' - 6" 4 SF 211 SF W 12 1 2' - 0" 4' - 3" 0' - 0" 9 SF 103 W 12 1 2' - 0" 4' - 3" 4' - 9" 9 SF W 12 1 2' - 0" 4' - 3" 0' - 6" 9 SF W 12 1 2' - 0" 4' - 3" 0' - 0" 9 SF W 12 2' - 0" 4' - 3" 4' - 9" 9 SF CH= 8'-6" 1 W 12 1 2' - 0" 4' - 3" 0' - 6" 9 SF 9' - 11 3/4" W 12 1 2' - 0" 4' - 3" 0' - 0" 9 SF W 12 1 2' - 0" 4' - 3" 4' - 9" 9 SF UP W 12 1 2' - 0" 4' - 3" 0' - 6" 9 SF W 13UP1 2' - 0" 5' - 0" 0' - 6" 10 SF 16 R2'@ 0' - 75'1/2" W 13 1 - 0" - 0" 0' - 3" 10 SF W 13 1 2' - 0" 5' - 0" 0' - 3" 10 SF W 16 W 13 1 2' - 0" 5' - 0" 2' - 6" 10 SF

5' - 7 1/2"

BATHROOM #1 50 SF 104

PROPERTY LINE LIVING CL CORRIDOR BATHROOM #1 SINK OFFICE CL BEDROOM #1 CL CL STAIRCASE DINING KITCHEN SHAFT

002 003 004 005 006 007 008 009

GRADE 0' - 0"

INSULATION IN BETWEEN DELTA- DRY RAINSCREEN (PROVIDE CEM BD AT WET LOCATIONS) VAPOR BARRIER 3/4" WOOD PLYWOOD UL#SHEATHING U333

UL# U333

°

3' - 4"

6' - 8"

D 109 3A

2x6 WOOD STUDS AT 16" O.C. W/ SOUND INSULATION IN BETWEEN (PROVIDE CEM BD AT WET LOCATIONS)

Firmin S. Senga SENGA ARCHITECTS 355 N Laflin Street #206

UL#333 UL#333 STUCCO: FINISH COAT, 1/2" BROWN COAT AND 1/4" SCRATCH COAT W/ METAL LATCH EMBEDDED STONE VENEER SELF FURRING LATCH NAILED @ 8" O.C. 1" AIR FILM VERTICALLY & HORIZONTALLY

4" DRAIN TILE

ROOM NAME

c001 o n s u l t a MECHANICAL nts: ROOM

59 SF 274 SF 42 SF 60 SF 181 SF 163 SF 138 SF 74 SF 14 SF 1005 SF

12' - 3 3/4"

4' - 1"

3A

BOLT

1HRTYPE RATED "X" 5/8" GYPSUM 1HR RATED "X"TYPE 5/8" GYPSUM BOARD BOARD 1 LAYER1 LAYER TAPE & PAINT SCREW SCREW ATTACHATTACH TAPE & PAINT

UL#333 E2 STUCCO: FINISH COAT, 1/2" BROWN EXTERIOR WALL COAT AND 1/4" SCRATCH W/GYPSUM WALL BOARD 1HR RATED TYPECOAT "X" 5/8" E4 METAL LATCH EMBEDDED 1 LAYER ON EACH SIDE EXTERIOR WALL SCREW ATTACH TAPE & PAINT SELF FURRING LATCH NAILED @ 8" O.C. VERTICALLY & HORIZONTALLY 2x6 WOOD STUDS AT 16" O.C. W/ SOUND

5.00

1' - 6 1/2"

9' - 4 1/2"

W 02

CH= 8'-6"

E2

W 12

D 061 F1

E1

E1

2' - 0"

1HR RATED TYPE "X" 5/8" GYPSUM WALL BOARD 1 LAYER ON EACH SIDE SCREW ATTACH TAPE & PAINT

C2 E2 EXTERIOR EXTERIOR WALLWALL

2x4STUDS WOODAT STUDS AT 16" O.C. 2x6 WOOD 16" O.C. PROVIDE BD AT WET LOCATIONS PROVIDE CEM BDCEM AT WET LOCATIONS W/ R-20 W/ R-20 INSULATION) (BLOWN(BLOWN INSULATION) 2 MIL FILM NYLON FILM WATERPROOFING MEMBRANE 2 MIL NYLON WATERPROOFING MEMBRANE

INSULATION IN BETWEEN IN BATHROOM 1HR RATED TYPE(PROVIDE "X" 5/8" GYPSUM WALLS CEM BDBOARD AT WET LOCATIONS) 1 LAYER SCREW ATTACH TAPE & PAINT UL# U333

12

F1

F1

6' - 9 3/4"

13' - 0"

6' - 8"

W 01

2' - 7 1/4"

6' - 3 3/4"

4' - 0"

- 5 1/4" 3' - 4" 3'14' - 0"

D 103

W 02

W 02

W 02

3' - 4"

3' - 0"

14' - 5 1/4"

3' - 4"

W 02

15 R @ 0' - 7 1/2"

6" CEILING DROP

1

DINING CORRIDOR 211 SF 217 SF 113 103 5" CONCRETE SLAB W/ STONE TILE.

E2

3' - 0"

15 R @ 0' - STORAGE 7 1/2" #1 163 SF 006 W 01

D 107

3' - 4"

D 009

3' - 0"

W 02

2' - 9"

D 006 E2

A5

2' - 0"

1'5'- -9"7 1/2" 1' - 9" 3' - 0"

W 13 6' - 6"

CL 9 SF 110

3A

3A

CL 11 SF 108

2' - 9"

6' - 9 3/4"

25' - 8 1/4"

F1

STORAGE #1 163 SF 006

E1

W 14

CL 14 SF 111

D 108

3' - 4"

D 009

UL# U305

1

5" CONCRETE SLAB W/ STONE TILE. F1

6A

CL F1 14 SF 009

E2

A5

CH= 9'

W 13

E2

D 111

E2

10' - 2 3/4" 3A

W 13 D 104

W 13 REF.

16' - 0 1/4"

D 006

D 007

6A E2

W 13

W 01

3A

OFFICE 107 SF 107 12' - 3 3/4" 9' - 6"

6A

SINK 5 SF 105

4' - 0"

BEDROOM #1 129 SF 109

SHAFT 3 SF 115

W 14

2' - 1"

14 W 15

3A

6' - 7 1/4"

6A

4' - 1 3/4" W 14

F1

D 109

3' - 8"

E2 4' - 4 3/4"

E2

3A

3A

5' - 7 1/2"

3' - 11 1/4"

E2 3A

4' - 1"

3A

D 107

W 13

4' - 0"

E4

2' - 0"

2' - 0"

5' - 7 1/2"

CL 9 SF 110

3A

8' - 9 3/4"

4' - 11 3/4"

16' - 5 1/4"

1' - 11"1' - 9 1/2"

D 007

E2 3' - 8"

CL 14 SF 111

115

D 106

D 111

CL 11 SF 108

3A

4' - 7"

W 15

SHAFT 1' - 6 3/4" 3 SF 115

D 108

W 14

3' - 11 1/4"

7' - 6"

D 106

3' - 4"

2' - 0"

F1

UL# U305

4' - 1 3/4"

OFFICE 107 SF 107 9' - 6"

W 14 15

STORAGE #3 138 SF 007

D 004 CORRIDOR F1 E2 SF 42 BATHROOM #3 003 60 SF 004

3A

E2

C

8' - 9 3/4"

BATHROOM #3 60 SF 004

CL 14 SF 009

E2

CORRIDOR 42 SF 003

E4

E2 STONE VENEER

F2

6' - 7"

D 004

- 9 1/2" A51' - 11"1' 1

1

C

W 14

2' - 0"

9' - 1 3/4"

8' - 7"

4' - 11 3/4"

3A

W 02

WALL TYPE LEGEND

E2

2' - 6"

2' - 6"

D 005

UL#333

ELECTRICAL

W 02 2x6 WOOD STUDS AT 16" O.C. 6A D 005 PROVIDE CEM BD AT WET LOCATIONS W/ R-20 3A W 02 (BLOWN INSULATION) W 01 2 MIL NY

6A

SP

MECHANICAL ROOM 59 SF 001

D 001

STORAGE #2 181 SF 005

6' - 9 3/4"

STORAGE #3 138 SF 007 E2

W 02

WALL TYPE LEGEND

1HR RATED TYPE "X" 5/8" GYPSUM BOARD E2 1' - 6 3/4" 1 LAYER SCREW ATTACH TAPE & PAINT

E4 POWER PANEL EXTERIOR WALL 3A

@

F2

5' - 9 1/2"

W 14

8' - 7"

E2

UL# U333

3A

STORAGE #2 181 SF 005

5' - 9 1/2"

W 14

9' - 8 3/4"

9' - 8 3/4"

C

2x6 WOOD STUDS AT 16" O.C. W/ SOUND INSULATION IN BETWEEN (PROVIDE CEM BD AT WET LOCATIONS)

F1

E2 MECHANICAL ROOM UL#333 59 SF 001 STUCCO: FINISH D 001 COAT, 1/2" BROWN ELECTRICAL COAT AND 1/4" SCRATCH COAT W/ POWER PANEL METAL LATCH EMBEDDED

3' - 8"

EP

3A 3' - 3 1/2"

6' - 3 3/4"

F1

E2

E2 EXTERIOR WALL 16' - 5 1/4"

1HR RATED TYPE "X" 5/8" GYPSUM WALL BOARD 3' - 8" 1 LAYER ON EACH SIDE SCREWC ATTACH TAPE & PAINT

3A 3' - 3 1/2" 10' - 4"

10' - 4"

10' - 4" 10' - 4"

UL# U333

A5

B

F1

28' - 9 3/4"

4' - 7"

2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE

E2

B

1HR RATED TYPE "X" 5/8" GYPSUM BOARD F1 1 LAYER 28' - 9 3/4" SCREW ATTACH TAPE & EP PAINT SP

CU-1

1' - 8 1/4"

E2E2

1ST FLOOR 101 102 103 104 105 107 108 109 110 111 112 113 114 W 15

3' - 9 1/2"

7' - 6"

CU-2

3' - 0"

F2 FURRING WALL

2' - 9"

W 01

E2

B

1 A4

PROPERTY LINE

A

3' - 8 1/2"

4' - 7"

2

1 A4

PROPERTY LINE

2' - 6"

4' - 7"

2x4 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS CU-2 CU-1W/ R-20 (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE W 01

2

1

2X6

ROOM SCHEDULE ROOM NUMBER BASEMENT LEVEL

AREA

12' - 0"

4 S3

1

3

2' - 6"

6 1/2"

A

4

7' - 7 3/4"

18' - 8 3/4"

PROPERTY LINE

2' - 0"

8' - 2 1/2" 8' - 2 1/2"

8' - 2 1/2"

2x4 WOOD STUDS AT 16" O.C. W/ SOUND B INSULATION IN BETWEEN IN BATHROOM WALLS (PROVIDE CEM BD AT WET LOCATIONS)

F1 FURRING WALL

4 S3

3' - 9 1/2"

2' - 0"

1HR RATED TYPE "X" 5/8" GYPSUM WALL BOARD 1 LAYER ON EACH SIDE SCREW ATTACH TAPE & PAINT

11' - 9"

1 A4

3

12' - 7 1/4"

18' 2" - 8 3/4"

8' - 11 3/4"

A

2

4 1

16' - 9"

11' - 9"

1 A4

4

16' - 0 1/4"

2

1

8' - 2 1/2"

A

EXISTING 4" CONCRETE SLAB

3

3' - 9 1/2"

2"

1' - 6"

8' - 11 3/4"

4

9' - 11"

4

3

6 1/2"

4

1' - 6"

SECT ON

ROOM SCHEDULE ROOM NUMBER ROOM NAME BASEMENT LEVEL 001 MECHANICAL ROOM 002 STORAGE #4 003 CORRIDOR 004 BATHROOM #3 005 STORAGE #2 006 STORAGE #1 007 STORAGE #3 008 CORRIDOR 009 CL

A5

25' - 8 1/4"

A5

3' - 4"

B

W 01

1' - 1 1/4"

4 S3

4" DIA PIPE

2x4 WOOD STUDS AT 16" O.C. W/ SOUND INSULATION IN BETWEEN IN BATHROOM WALLS (PROVIDE CEM BD AT WET LOCATIONS)

8' - 7"

STONE VENEER UL# U305

F1

F1

HSS 4X4X3/8

UL# U333

E2 F2 FURRING WALL EXTERIOR WALL

1HR RATED "X" 5/8" GYPSUM WALL BOARD 2x4 WOOD STUDS AT TYPE 16" O.C. LAYER EACHLOCATIONS SIDE PROVIDE1CEM BD ON AT WET W/ R-20 SCREW ATTACH TAPE & PAINT (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE 2x4 WOOD STUDS AT 16" O.C. W/ SOUND

6A E2 E2 WALL EXTERIORINTERIOR WALL

6A INTERIOR WALL

DOOR SCHEDULE

DOOR SCHEDULE

C10X15.3

F2 F1 FURRING FURRING WALL WALL

3A

F1

INTERIOR WALL FURRING WALL FLASHING

1HR RATED TYPE "X" 5/8" GYPSUM WALL BOARD 1 LAYER ON EACH SIDE SCREW ATTACH TAPE & PAINT

25' - 11 1/2"

1" AIR FILM

STONE VENEER UL# U305

5' - 9"

5/8" GYPSUM 1" WALL AIR BOARD FILM

14' - 1"

UL# U305

3/4" GYPSUM BOARD 2X4

Chicago Illinois 60607 C: 773 656 8946 fsengas@sengaarch.com 4" DIA WWW.SENGAARCH.COM PIPE

TYP. 1HR WALL ASSEMBLY

8' - 2"

5/8" GYPSUM WALL BOARD UL# U305 UL# U305

TYP. 1HR WALL ASSEMBLY

5' - 4 1/4"

2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE

STORAGE #4 274 SF 002

7' - 7 1/4"

2x6 WOOD STUDS AT 16" O.C. 2x6BD WOOD STUDS AT 16" O.C. PROVIDE CEM AT WET LOCATIONS W/ R-20 PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) INSULATION) 2 MIL NYLON(BLOWN FILM WATERPROOFING MEMBRANE 2 MIL NYLON FILM WATERPROOFING MEMBRANE

W 01

15 R @ 0' - 7 1/2"

4' - 1"

2x6 WOOD STUDS AT 16" O.C. 2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE 2 MIL NYLON FILM WATERPROOFING MEMBRANE 5/8" GYPSUM WALL BOARD

COMMENT

Mark Height Width Thickness Material Finish COMMENT BASEMENT LEVEL 0' - 2" D 001 6' - 8" 2' - 8" 0' - 2" 0' - 2" D 004 7' - 0" 2' - 8" 0' - 2" 1HR RATED TYPE "X" 5/8" GYPSUM 0' - 2" D 005 7' - 0" 2' - 8" 0' - 2" BOARD 1 LAYER ON EACH SIDE SCREW ATTACH TAPE & PAINT 0' - 2" D 006 7' - 0" 2' - 8" 0' - 2" OPENING D 007 7' - 0" 3' - 0" OPENING WOOD STUD W/ OPTIONAL SOUND 0' - 1 1/2" D 009 7' - 0" 5' - 0" 0' - 1 1/2" INSULATION IN BETWEEN 0' - 1 1/2" (PROVIDE CEM BD AT WET LOCATIONS) D 061 5' - 0" 2' - 0" 0' - 1 1/2" 1ST FLOOR 0' - 1 1/2" BOTTOM PLATE PATIO DOOR D 101 7' - 0" 6' - 0" 0' - 1 1/2" PATIO DOOR 0' - 2" D 102 7' - 0" 2' - 6" 0' - 2" 0' - 1 1/2" FINISH FLOOR D 103 7' - 0" 5' - 4" 0' - 1 1/2" 0' - 2" D 104 S. 7' -Senga 0" 2' - 6" 0' - 2" Firmin 0' - 1 1/2" D 105 7' - 0" 2' - 0" 0' - 1 1/2" SENGA ARCHITECTS 0' - 2" D 106 7' - 0" 3' - 0" 0' - 2" 0' - 2" D 107 7' - 0" Street 2' - 6" #2060' - 2" 355 N Laflin 0' - 1 1/2" D 108 7' - 0" 4' - 0" 0' - 1 1/2" Chicago 60607 0' - 2" D 109 7' - 0" Illinois 2' - 6" 0' - 2" 0' - 1 1/2" D 110 773 7' - 0" 656 4' - 0"89460' - 1 1/2" C: 0' - 1 1/2" D 111 7' - 0" 6' - 0" 0' - 1 1/2" fsengas@sengaarch.com 2ND FLOOR WWW.SENGAARCH.COM 0' - 1 1/2" PATIO DOOR D 200 7' - 0" 6' - 0" 0' - 1 1/2" PATIO DOOR 0' - 1 1/2" PATIO DOOR D 201 7' - 0" 6' - 0" 0' - 1 1/2" PATIO DOOR 0' - 2" D 202 7' - 0" 2' - 4" 0' - 2" 0' - 1 1/2" D 203 7' - 0" 5' - 0" 0' - 1 1/2" 0' - 2" D 204 7' - 0" 2' - 6" 0' - 2" 0' - 1 1/2" D 205-A 7' - 0" 5' - 0" 0' - 1 1/2" 0' - 1 1/2" D 205-B 7' - 0" 5' - 0" 0' - 1 1/2" OPENING D 206 7' - 0" 3' - 0" OPENING 0' - 2" DOUBLE DOOR D 207 7' - 0" 2' - 2" 0' - 2" DOUBLE DOOR 0' - 2" D 209 7' - 0" 1' - 6" 0' - 2"

2' - 9"

VAPOR BARRIER 3/4" WOOD SHEATHING PLYWOOD

2X6

3A INTERIOR WALL

1/2" GYPSUM BOARD

DOOR SCHEDULE

24' - 0 3/4"

1" AIR FILM

1' - 6"

5 S3

4" DRAIN TILE

6A INTERIOR WALL

STONE VENEER

VAPOR BARRIER VAPOR BARRIER 3/4" WOOD SHEATHING PLYWOOD 3/4" WOOD SHEATHING PLYWOOD

NOTE:

A

3A INTERIOR WALL

F1

D 110

PRESSURE TREATED 2X4

E3 EXTERIOR WALL

EXHAUST LOCATIONS ON EXTERIOR WALLS FROM KITCHEN AND BATHROOMS MUST BELOCATIONS 3' FROM WINDOW AND DOOR OPENINGS PER V.O.P. KITCHEN AND BATHROOM GUIDELINE. 1.

EXHAUST ON EXTERIOR WALLS FROM KITCHEN AND BATHROOMS MUST BE 3'REMODELING FROM WINDOW AND DOOR OPENINGS PER V.O.P. KITCHEN AND BATHROOM REMODELING GUIDELINE. PROVIDE SAFETY GLAZING FOR WINDOW SL01.

2.

PROVIDE SAFETY GLAZING FOR WINDOW SL01.

PROVIDE SAFETY GLAZING FOR ALL THE NEW SHOWER STALLS. 3.

PROVIDE SAFETY GLAZING FOR ALL THE NEW SHOWER STALLS. FOR NEW WINDOWS, U-FACTOR SHOULD BE 0.32 OR LESS. 4.

FOR NEW WINDOWS, U-FACTOR SHOULD BE 0.32 OR LESS. INDICATE ALL RECESSED LUMINARIES INSTALLED BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BEINSTALLED IC RATED AND LABELED AS HAVING AND AN AIR LEAKAGE RATESPACES OF 2.0 CFM AT 75 PRESSURE ALL LUMINARIES SHALL BE SEALED WITH OR CAULKDIFFERENTIALS. BETWEEN HOUSING AND CEILINGSHALL COVERING. 5.

INDICATE ALL RECESSED LUMINARIES BETWEEN CONDITIONED UNCONDITIONED SHALL BEPA IC RATED AND DIFFERENTIALS. LABELED AS HAVING AN AIR LEAKAGE RATE OF 2.0 CFM ATGASKET 75 PA PRESSURE ALL LUMINARIES BE SEALED WITH GASKET OR CAULK BETWEEN HOUSING AND CEILING COVERING. PROVIDE R-3 INSULATION ON ALL NEW HOT WATER SERVICE LINES (3/4" ANDON OTHER AREAS REQUIRED PER IECC R403.5.3 6. AND LARGER) PROVIDE TO R-3KITCHEN INSULATION ALL NEW HOT WATER SERVICE LINES (3/4" AND LARGER) TO KITCHEN AND OTHER AREAS REQUIRED PER IECC R403.5.3

6' - 7"

1' - 0"

1' - 6"

1 S3

2x6 WOOD STUDS AT 16" O.C. PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE 1'6" THICK CONCRETE 5/8" GYPSUM WALL WALL BOARD (MATCH THE UL# U305 EXISTING)

5' - 0 3/4"

1' - 0"

WALL TYPE LEGEND5/8" GYPSUM WALL BOARD 1' - 6"

UL# U305

STONE VENEER CORRIDOR STONE VENEER 1" AIR FILM 74 SF 1" AIR FILM 008

VAPOR BARRIER VAPOR BARRIER 3/4"SHEATHING WOOD SHEATHING PLYWOOD 3/4" WOOD PLYWOOD

PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE

3/4" WOOD SHEATHING PLYWOOD

5/8" GYPSUM WALL BOARD

DELTA- DRY RAINSCREEN

1' - 6"UL# U3333/4" WOOD SHEATHING PLYWOOD EXISTING 2x6 WOOD STUDS AT 16" O.C. FOUNDATION WALL

UL# U305

1.

2.

3.

4.

5.

6.

D 001

EXTERIOR WALL

F2

E4 E3 EXTERIOR WALL EXTERIOR WALL

Thickness Material Finish TOP PLATE

W 14

VAPOR BARRIER

D 105

2' - 6"

6"

WALL TYPE LEGEND NOTE:

UL#333 UL#333 STUCCO: FINISH COAT, 1/2" BROWN COAT AND 1/4" SCRATCH COAT W/ METAL LATCH EMBEDDED STONE VENEER SELF FURRING LATCH NAILED @ 8" O.C. 1" AIR& FILM VERTICALLY HORIZONTALLY

E2 EXTERIOR E4WALL

WOOD SIDING

W 14

BOTTOM OF DOOR SCHEDULE STRUCTURE ABOVE

Mark Height Width TOP PLATE BASEMENT LEVEL D 001 6' - 8" 2' - 8" D 004 7' - 0" 2' - 8" 1HR RATED TYPE "X" 5/8" GYPSUM D 005 7' - 0" 2' - 8" BOARD 1 LAYER ON EACH SIDE SCREW ATTACH TAPE & PAINT D 006 7' - 0" 2' - 8" D 007 7' - 0" 3' - 0" WOOD STUD W/ OPTIONAL SOUND D 009 7' - 0" 5' - 0" INSULATION IN BETWEEN 1'6" THICK D 061 5' - 0" 2' - 0" (PROVIDE CEM BD AT WET LOCATIONS) CONCRETE WALL 1ST FLOOR (MATCH THE BOTTOM PLATE D 101 7' - 0" 6' - 0" EXISTING) D 102 7' - 0" 2' - 6" D 103 7' - 0" 5' - 4" FINISH FLOOR D 104 7' - 0" 2' - 6" D 105 7' - 0" 2' - 0" D 106 7' - 0" 3' - 0" D 107 7' - 0" 2' - 6" D 108 7' - 0" 4' - 0" D 109 7' - 0" 2' - 6" D 110 7' - 0" 4' - 0" D 111 7' - 0" 6' - 0" 2ND FLOOR D 200 7' - 0" 6' - 0" D 201 7' - 0" 6' - 0" D 202 7' - 0" 2' - 4" D 203 7' - 0" 5' - 0" D 204 7' - 0" 2' - 6" D 205-A 7' - 0" 5' - 0" D 205-B 7' - 0" 5' - 0" D 206 7' - 0" 3' - 0" D 207 7' - 0" 2' - 2" D 209 7' - 0" 1' - 6"

2' - 7 1/4"

3A

INSULATION IN BETWEEN DELTADRY RAINSCREEN (PROVIDE CEM BD AT WET LOCATIONS) VAPOR BARRIER

UL# U333

2x6 WOOD STUDS ATSIDING 16" O.C. WOOD PROVIDE CEM BD AT WET LOCATIONS W/ R-20 (BLOWN INSULATION) VAPOR BARRIER 2 MIL NYLON FILM WATERPROOFING MEMBRANE 3/4" WOOD SHEATHING PLYWOOD 1HR RATED TYPE "X" 5/8" GYPSUM BOARD 2x6 WOOD STUDS AT 16" O.C. 1 LAYER PROVIDE CEM BD AT WET LOCATIONS W/ R-20 SCREW ATTACH TAPE & PAINT (BLOWN INSULATION) 2 MIL NYLON FILM WATERPROOFING MEMBRANE UL#333

1HR RATED "X"TYPE 5/8" GYPSUM BOARD BOARD 1HRTYPE RATED "X" 5/8" GYPSUM 1 LAYER 1 LAYER SCREW ATTACH TAPE & PAINT SCREW ATTACH TAPE & PAINT

UL#333 STUCCO: FINISH COAT, 1/2" BROWN COAT AND"X" 1/4" SCRATCH 1HR RATED TYPE 5/8" GYPSUMCOAT WALLW/ BOARD LATCH 1 LAYERMETAL ON EACH SIDEEMBEDDED SCREW ATTACH TAPE & PAINT SELF FURRING LATCH NAILED @ 8" O.C. VERTICALLY HORIZONTALLY 2x6 WOOD STUDS AT &16" O.C. W/ SOUND

E2

6A

EXTERIOR INTERIOR WALL WALL 1HR RATED TYPE "X" 5/8" GYPSUM WALL BOARD 1 LAYER ON EACH SIDE SCREW ATTACH TAPE & PAINT

BOTTOM OF C2 STRUCTURE ABOVE EXTERIOR WALL

C2 E2 EXTERIOR WALL EXTERIOR WALL

5' - 4 1/4"

F1

INSULATION IN BETWEEN IN BATHROOM RATEDCEM TYPE GYPSUM BOARD WALLS 1HR (PROVIDE BD"X" AT5/8" WET LOCATIONS) 1 LAYER SCREW ATTACH TAPE & PAINT UL# U333

2X6 BOLT

2x6 WOOD STUDS AT 16" O.C. W/ SOUND INSULATION IN BETWEEN (PROVIDE CEM BD AT WET LOCATIONS)

1' - 0"

2x6STUDS WOODAT STUDS AT 16" O.C. 2x4 WOOD 16" O.C. BD LOCATIONS AT WET LOCATIONS PROVIDEPROVIDE CEM BD CEM AT WET W/ R-20 W/ R-20 INSULATION) (BLOWN (BLOWN INSULATION) 2 MILFILM NYLON FILM WATERPROOFING MEMBRANE 2 MIL NYLON WATERPROOFING MEMBRANE

9' - 1 3/4"

6"

3/4" GYPSUM BOARD

1HR RATED TYPE "X" 5/8" GYPSUM WALL BOARD 2x4 WOOD STUDS AT 16" O.C. 1 LAYERPROVIDE ON EACH SIDE CEM BD AT WET LOCATIONS W/ R-20 SCREW(BLOWN ATTACHINSULATION) TAPE & PAINT 2 MIL NYLON WATERPROOFING MEMBRANE 2x4 WOOD STUDS ATFILM 16" O.C. W/ SOUND

E2

2x4 WOOD STUDS AT 16" O.C. W/ SOUND INSULATION IN BETWEEN IN BATHROOM WALLS (PROVIDE CEM BD AT WET LOCATIONS)

F2 E2 EXTERIOR WALL FURRING WALL

8' - 0"

1HR RATED TYPE "X" 5/8" GYPSUM WALL BOARD 1 LAYER ON EACH SIDE SCREW ATTACH TAPE & PAINT

2X4

1/2" GYPSUM BOARD F1 F2 FURRINGFURRING WALL WALL

1 1/2" / 12"

SUPPLY 12X12 DUCT 2X4

F1 3A INTERIOR WALL WALL FURRING

6A INTERIOR WALL

B CEILING 4' - 4"

(2) 2X12

HSS4X4X3/8

UL# U333

1ST FLOOR 5' - 5 1/2"

2X6 FLASHING

E2

3A INTERIOR WALL

SD: Building Night Perspective

2X12

7' - 5 1/2"

13' - 1 1/2"

11' - 9 1/2"

(2) NEW 2X6

C10X15.3

42" HEIGHT BALCONY RAILING

5" CONCRETE SLAB

5" CONCRETE SLAB

26' - 3 1/2"

D 104

HSS4X4X3/8

2' - 8 1/4"

D 105

D 109

NEW CARPENTER BUILT STAIRS TO SECOND FLOOR WITH 7 3/4" MAX. RISE AND A 10" MIN. TREAD, INCLUDING 1" NOSING. STAIR TO HAVE A MIN. 36" HIGH HANDRAIL ON ONE SIDE AND A 36" HIGH GUARDRAIL WHEN STAIR IS OPEN TO AN ADJACENT FLOOR (TYP.)

2' - 0"

D 106

CORRIDOR 211 SF 103

1' - 8 3/4"

2X4 @ 6" C.C.

3A

8' - 8"

42" HEIGHT BALCONY RAILING

1

m RCH COM

NG

2X6

2X4

2x10 RAFTERS W/ R-32 SPRAY FOAM INSULATION GUTTER

@

WWW

C

GUTTER

3A

PERLITE INSULATION OVER 3" POLYISO R-17.4

RCH

C C

SL02

(3) 2X4 TOP PLATES

NEW CLASS B, MODIFIED BITUMEN, WATERPROOF MEMBRANE OVER BUILDING PAPER

m NG N

PROVIDE 1/2 HR FIRE RESISTANCE FOR ROOF. NEW ROOF COMPOSITION: NEW CLASS B, MODIFIED BITUMEN, WATERPROOF MEMBRANE OVER BUILDING PAPER TO BE APPLIED OVER 3/4" EXTERIOR PLYWOOD SHEATHING. SHEATHING TO BE APPLIED OVER PERLITE INSULATION OVER 3" POLYISO R-17.4 OVER NEW 2x10 RAFTERS R-32 SPRAY FOAM INSULATION. 5/8" FOIL FACED GYPSUM BOARD. ICE AND WATER SHIELD AT EVE. ALL DETAILS, ETC. TO BE PER MFR'S PRINTED RECOMMENDATION. FOR IN 15YR. LABOR & MATERIAL WARRANTY. (TYP.)

(2) 1.75X14 LVL

2ND FLOOR SCALE: 1/4" = 1'-0"

1

A3

2ND FLOOR SCALE: 1/4" = 1'-0"

2

A3

ROOF PLAN SCALE: 1/4" = 1'-0"

2

A3

SCALE: 1/4" = 1'-0"

MAS MAS

BEDR

MAS FAMI FAMI

FAMI LIVIN LIVIN FAMI LIVIN LIVIN FAMI LIVIN LIVIN

FAMI

BEDR

DININ DININ DININ MAS

BEDR

KITC BATH

OFFI

BEDR MAS LIVIN LIVIN MAS MAS MAS FAMI FAMI FAMI LIVIN

LIVIN

LIVIN

KZ

Checked by:

ROOF PLAN

To

BEDR

FS

description: 4'

2'

0

4'

SCALE: 1/4" = 1'-0"

8'

FLOOR PLAN

4'

2'

A3

0 SCALE:

ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT SHALL NOT HAVE OR CONTROL OVER OR CHARGE OFSAFETY AND SHALL NOT BE RESPONSIBLE FOR IN CONSTRUCTION MEANS, METHODS, SEQUENCING OR PROCEDURES, FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION THE WORKOF OFTHE THECONTRACTOR, CONSTRUCTION CONTRACT("WORK").

THE ARCHITECT NOT HAVE OVER THE CHARGE OF ACTS OR OMISSIONS THE CONTRACTOR, SUB-CONTRACTOR OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK A ARCHITECT'S NOTE: ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE CONSTRUCTION CONTRACT ARCHITECT SHALL NOT HAVE CONTROL OVERFOR OR ANY CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,ARCHITECT TECHNIQUES, SEQUENCING PROCEDURES, OR FOR THE PRECAUTIONS AND PROGRAMS CONNECTION WITH THE WORK OFTECHNIQUES, THE CONSTRUCTION CONTRACT("WORK").

THEOR ARCHITECT SHALL NOT HAVE CONTROL OVER THE CHARGE OF ACTSWITH OR OMISSIONS SUB-CONTRACTOR OR THEIR AGENTS ORSHALL EMPLOYEES OR CONTROL ANY OTHER PERSONS PERFORMING PORTIONS OF THEOF WORK. THE ARCHITECT SHALL NOT BE "IN-CHARGE" OF THE WORK AS THE TERM IN DEFINED IN THE ILLINOIS BY STRUCTURAL ACT. THETHE ARCHITECT SHALL BE HELD FOR ERRORSERRORS AND/OR OR MISTAKES MADE DURING CONSTRUCTION

BY THE CONTRACTOR. THEIS OWNERS' SOLE REMEDYOF FOR CONSTRUCTION DEFECTS, ERRORS OR OMISSIONS SHALL BELAW AGAINST THE CONTRACTOR.THIS IS THE SOLE PROPERTY OF SENGAARCHITECTS AND/ OR IS PROTECTED UNDER US COPYRIGHTPERSONNEL LAW AND ARCHITECTURAL WORKS ACTDEPICTED OF 1990.THE COPYWITHOUT OF THIS DRAWING / OR DISTRIBUTION TO UNAUTHORIZED PERSONNEL OR CONSTRUCTION OF THE STRUCTURE DEPICTED HEREIN WITHOUT WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS INC.THE RECIPIENT OF THIS DRAW ILLINOIS STRUCTURAL ACT. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS AND/OR MISTAKES MADE DURING CONSTRUCTION THE CONTRACTOR. OWNERS' SOLENOT REMEDY FOR RESPONSIBLE CONSTRUCTION DEFECTS, OMISSIONS SHALL BE AGAINST THE CONTRACTOR.THIS DRAWING THE SOLE PROPERTY SENGAARCHITECTS AND IS PROTECTED UNDER US COPYRIGHT AND ARCHITECTURAL WORKSDRAWING PROTECTION ACT OF 1990.THE COPY OF THIS DRAWING AND DISTRIBUTION TO UNAUTHORIZED OR CONSTRUCTION OF PROTECTION THE STRUCTURE HEREIN EXPRESS AND WRITTEN CONSENT OF SENGAARCHITECTS WOULD CONSTITUTE INFRINGEMENT OF SENGAARCHITECTS INC.THE RECIPIENT OFEXPRESS THIS DRAWING ACKNOWLEDGES AND AGREES THAT THE OWNERSHIP OF THEAND DRAWING ALL OTHER PROPERTY RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAW, ARE RETAINED BY SENGAARCHITECTS (C) 2016 THAT THE OWNERSHIP OF THE DRAWING AND ALL OTHER RIGHT, TITLE, AND INTEREST THEREIN, INCLUDING WITHOUT LIMITATION, ALL RIGHTS UNDER US COPYRIGHT OTHERAND INTELLECTUAL LAW, ARE RETAINED

BY SENGAARCHITECTS (C) 2016