william huchting and makearchitecture projects

Stella Espresso: Devon and Lakewood, Chicago, IL William Huchting, Licensed Architect 312-493-6775 1

COPYRIGHT ® 2006 makeARCHITECTURE

��

ISSUED FOR: DATE:

REGISTERED ARCHITECT IL LIC 001.018527

WILLIAM P HUCHTING

VALID ONLY IF SIGNED IN INK

Stella Espresso

1249 West Devon

Chicago, IL 60660

FOR BID 12.19.06

CAFE MILLWORKAND ELEC/PLUMBLOCATIONS

230 W. Huron

Suite 2E

Chicago, IL 60610

1.312.493.6775

A1Floor Plan1/4”=1’0”

ESPRESSO SNOBBERYEspressoMachiattoGilbraltarBreveTraditional Latte

$1.60 $1.90$1.65 $1.95$1.70 $2.00$3.00 $3.60$2.00 $2.60

Single Double

SWEET TOOTHLatte FreezeMocha Freeze

$3.30 $3.60$3.55 $3.80

Medium Large

RUGRATSHot CocoaSteamerMilk

$1.95 $2.35$1.95 $2.35$1.00 $1.30

8 Oz. 12 Oz.

$2.75$3.00

Small

See our special menu for more.

An additional shot of syrup is $.6o

I did the millwork including a zinc bar for this cafe in Rogers Park. I also created their signage and menus. I recently just designed and specified an HVAC system that would work with the existing duct work.

William Huchting, Licensed Architect 312-493-6775 2

628.1 320 W. Ohio ̶ 31 October 2006 4For pricing only

PD

F C

reat

ed w

ith d

eskP

DF

PD

F W

riter

- T

rial :

: http

://w

ww

.doc

udes

k.co

m

312-493-6775 [email protected]

These are the proposed new offices for JG Sullivan, a marketing company in River North. We worked together and went through pricing. The project was put on hold. We can handle any commerical office requirements and have many resources to find you a great deal on construction.

William Huchting - Projects 4312-493-6775

This project received the glass yesterday. It’s a rear addition to a row house near Washingon Park. It creates an indoor/outdoor space that will be the kitchen an breakfast room.

4805 S Langley, Chicago William Huchting, Licensed Architect 312-493-6775 3

43537 N Seeley, Chicago, IL — Corey Gullion and William Huchting [email protected]

Interior Elevations

3537 N SeeleyChicago, IL 60618

makeARCHITECTURE2400 N Lakeview 60614

1.312.493.6775

ISSUED FOR: DATE:

4FOR PERMIT 06.18.08

The Wharton ResidenceRobert Wharton, Contact

NEW

KIT

CH

EN-I

NTE

RIO

R A

LT

D. KITCHEN NORTH1/4" = 1' 0"

C. KITCHEN EAST1/4" = 1' 0"

A. KITCHEN SOUTH1/4" = 1' 0"

B. ISLAND1/4" = 1' 0"

DBL OVEN REFRIGERATOR COOKTOP

TRAY STORAGE

POT/PAN STORAGE

Appliance garage

3" 2'-9" 1" 3'-0" 1" 2'-0" 3'-6" 2'-0" 1" 2'-0"

Utensil Spice

2'-0"DW

3'- 6"CORNERTURN OUT

1'-9"DBASE

Silverware

Glass at top panel (typ.)

1'-1" 1'-0" 2'-9" 4'-10 1/2" 2'-9"

Built In Micro

Soffit Panel below

(5) ROLL OUTSWood framed cork board

Note:Pigeonhole units behind doors

Wainscott panel at wall2" 3'-6" 2'-9"

8'-0

"

2'-1

1 3/

4"3'

-6"

1'-7

1/4

"

All exposed side panelsto have a decorative finish

3'-0"SINK BASE W/TOWEL BAR

REAREXITDOOR

Wood panel (typ.)

1'-9"DBASEPULLOUTGARBAGE

Wall Cab

WallCornerCab Wall Cab

7'-3 1/4"

2'-1" 1'-9"2 1/4"

1'-6

"

Tile backsplash by contractor (verify type and finish with owner)

2'-1

0" S

ILL

Window casing and sill by contractor

BASE CAB

BASE CABBASE CAB

WINECOOLER

(2) ROLLOUTS

13" DEEP CAB BASEOPEN CABINET 1'-1" 2'-0" 2'-0"

2'-1

1 3/

4"

1'-1"

Glass at top panel (typ.)

Existing 2" ventfor sink is locatedin wall here

New 36" tallisland and countersee elevation 5-B

Dedicated circuitsfor DW and disposal

1'-6

1/4

"

Bench by contractor

SITE PLAN/ZONING MATRIX/CODE MATRIX/CERTIFICATION/EXISTING PHOTOS


2400 N Lakeview 60614

1.312.493.6775

ISSUED FOR: DATE:

1FOR PERMIT

C. SITE AND KEY PLAN1/16" = 1' 0"

RS-3

REAR OF HOUSE: DECK IS BEING REBUILT ON ANOTHER PERMIT (No 100241205)

I HEREBY CERITIFY THAT THESE DRAWINGS, TOTHE BEST OF MY KNOWLEDGE, COMPLY WITH THE MUNICIPAL CODES OF THE CITY OF CHICAGO.

I HEREBY CERTIFY THAT I AM A REGISTERED ENERGY PROFESSIONAL AND THIS PROJECT COMPLIES WITH THE ENERGY CODE OF CHICAGO.

CERTIFICATION


ZONING MATRIX RS-3

FAR

CATEGORY ORDINANCE PROPOSED

SIDESETBACKS

NOTES

REARSETBACK

REARYARD OPEN SPACE

HEIGHTLIMIT

combined yards are20%of the width; lesser not < 2' 0" or 8%, whichever isgreater

the lesser of 28% of the lot depth or 50 ft28%x124=34.72 f

225 sf or6.5% of lot area

30 ft

0.9 of 25 x 124 =2812.5 sf max allow

NO CHANGE

FRONTSETBACK

the lesser of 16% of the lot depth or 20 ft

Basement Area does not count in FAR as it is > below grade

no change

no change

6 3/8" on the north and 2'10 on the south

no change

492 sf

A7A

9

A7

1. Site Plan/Zoning Matrix/Code Matrix/Existing Photos2. Plumbing Diagram3. Demo Plan4. Floor Plans w/ Electrical and Floor Framing5. RCP with HVAC6. South Exterior Elevation7. East Exterior Elevation/ West Exterior Elevation8. North Exterior Elevation/Porch Plans&Foundation Dtl9. Details/Building Section10. Existing Plans and Section11. Notes12. Notes

DRAWING INDEX

CODE MATRIX0. 34(13-196-570) Stairways and Porches1. 10(13-160-300) Treads and Risers2. 10(13-160-220) Minimum Stair , than 36 inches3. 16(13-52-090) Live Loads are 100 lbs/sf live load and 20 lbs/sf dead load4. 16(13-52-110) Railings shall resist a uniform thrust of 50 lbs/sf and a concentrated thrust of 200 lbs/sf. balusters not < 4" apart5. 33(13-124-320) 42 inch tall Guardrails are required 6. 18(13-132-100) Depth of Footings shall be atleast 42 inches below the ground surface7. Chapter 7(15-8) Fire-Resistive Requirements. All exterior steel frame walls are to be Type 3B: 3 hour fire-rated. see wall type specifications

SCOPE OF WORK1. Excavate basement 18" to create 8' ceiling AFF2. Underpin existing foundations3. New basement floor plan and stair to basement4. New waste and sump5. New HVAC in basement6. New 100 amp service for basement7. New front porch same location and configuration

A. EXISTING CONDITIONS

FRONT OF HOUSE: NO WORK

B. ZONING MAP

RS-3

11.25.08

A11

B10

B7

2ND FLOOR ADDITION ON ANOTHER PERMIT (No 100242971)

no change

existing front porch to be replaced and sits within the side yard setback

existing front porch to be replaced and sits within the side yard setback

WILLIAM HUCHTING

Livi

ng R

oom

Din

ing

Kitc

hen

Bed

room

Entr

y

Deck and Stair underdifferent permit

Existing yard

New front stair; samelocation and configuration

16' WIDE ALLEY

Existing 2 StorySingle Family Detached House Type III-BConstruction

Garage

3 hour, fire-rated, lightweight metal frame,1 story, 2nd floor addition under other permit

Rear setback

Front setback

25.00'

124.

00'

5:12

roo

f12

:12

roof

14'-

2"

2'-0" SETBACK3'-0" SETBACK

52'-

10 3

/4"

6 3/8" 2'-10 1/8"

12'-

4 1/

8"20

'-6"

21'-

2"2'

-11"

44'-

7"

9'-5

1/2

"4'

-8 1

/2"

34'-

8 5/

8"19

'-11

5/8

"

11'-

2 7/

8"

27'-

1"

20'-

0"

1'-0" 21'-2 3/4" 2'-9 3/8"

21'-7 3/8"

17'-

2 3/

8"

Deck and Stair underdifferent permit2nd floor balcony

New 4" thick concrete pad pad for AC unit

3'-0

"

5'-0"

10'-9 3/8"

FOUNDATION PLAN & SECTIONS



1.312.493.6775

ISSUED FOR: DATE:

4For permit


12.10.08

A. FOUNDATION PLAN1/4" = 1' 0"

WILLIAM HUCHTING

C. SECTION@FOUNDATION WALL1/4" = 1' 0"

B. SECTION@FOUNDATION WALL1/4" = 1' 0"

D. ENLARGED SECTION1/2" = 1' 0"

E. SECTION@STAIR1/4" = 1' 0"

Furnace

20'-

2" V

IF

8'-4

"

8'-4

"

7"

3'-0

" M

IN F

OR

EX

CA

VA

TIO

N

Existing 7" trench footing (typ.)

New 16" trench footing (typ.)

Existing grade

1/2" rebar pin epoxied 4" intoexisting footing @ 12" O.C. (typ.)

Existing floor height

Limit of excavation(typ. limited by ability to access to drill pins in bottom of existing footings)

1'-4"

C4

NOTES:

1) INSTALL TEMPORARY SHORING FROM ONE END OF BUILDING TO THE OTHER ON EACH SIDE

2) EXCAVATE FROM INSIDE IN 5 FOOT SECTIONS MAXIMUM

3) MONITOR NEIGHBORING SOIL CONDITIONS AND STOP WORK IMMEDIATELY IF SOIL MOVES OR COLLAPSES ENDANGERING NEIGHBORING BUILDING

4) PROVIDE PILES TO PROTECT NEIGHBORING BUILDING

5) ALLOWABLE GROUND PRESSURE IS 2000 POUNDS PER SQUARE FOOT

2x4 @ 12" O.C. with 2x4 top and bottom plate and 2x12 spreader continuous temp wall

B4

Trim footing ofexisting pierfoundation

Existing pierfoundation

2x4 continuous temp wall(verify location in field)

Existing foundations and footings to be demoed after underpinning is completed (typ.)

2x4 continuous temp wall

Plumbing line in from street (verify clearance)

7"

4'-0

"+4'

-0"

+

5'-0"Underpin in 5'-0" sections (typ.)

48'-8" + in situ before underpinning

6"

6"

Trim footing ofexisting pierfoundation

6'-5

"

9"

4" 4"

5"

2'-8

3/8

" +

-

6'-5

"

1'-4"

Make new foundation flush with old for window clearance (typ.) (verify clearance and location)

4'-1

1"

A

4" perforated drain tile to sump

To sump (typ.)

#3 nosingbar

New retaining wall

8"

3' 6

"

11" 1" NOSING

6 3/8"

3'-4

" V

IF

8"

3'-8"

compactedfill

#4 bar(typ.)

#4 bar @12" (typ.)

New 4" concrete floor

#4 bar@12"(typ.)

compactedfill

3'-0"

1'-0

"

6x6 wire mesh (typ.)

3'-8

1/2

" V

IF

8"

#4@12" (typ.)

bentonite seal

#4@12" (typ.)

D4

9"

4"

4" drain tile connected to sump and drains outside of house

10" of river gravel

waterproof membrane

1'-1

"

Fill void with earth and compact

#5 Bar @ 30" o.c. both directions (typ.)

#5 Bar @ 30" o.c. ; 2" cover min. (typ.)

#5 Barepoxiedin place @12" o.c.

4 1/

2"

1'-4"



1.312.493.6775

ISSUED FOR: DATE:

5PROGRESS


A. BASEMENT FLOOR PLAN W/ ELECTRIC1/4" = 1' 0"

11.25.08 BASEMENT FLOOR PLAN

WILLIAM HUCHTING

8'-10 1/4"

C NEW 15 AMP DEDICATED CIRCUIT (VIF)

Split-wired Duplex Receptacle

Duplex Receptacle

Quad Receptacle

Special Purpose Receptacle Verify Voltage

Telephone/Cable Connection

GFI Ground Forced Interrupted

Junction Box (Dedicated UNO; check Amps and Voltage w/appliance) (Verify w/ equipment specs if dedicated circuit necessary and type of conecttion)

J

Interior Doors

2'10"x6'8" Interior Door. Privacy lockset. RH

1

2

2'8"x6'8" Interior Door with integral return air grill in door see plan for size. RH

Windows and Exterior Doors:Note that window head drives sill heightpaintable wood casing (typ.)All windows are escape windows per egress codes

A Marvin CUDH3226, screens paintable wood interior

B

C

3

4

5

Insulate all interior walls with sound batten and all exterior walls with a minimum of R-20 insulation.

Furnace

19'-

3 3/

4" +

- V

IF

Family RoomBedroom

Bathroom

3'-5

1/4

"3'

-0 5

/8"

UP

4'-0 3/8"4'-5 3/4" 4 3/4"9'-8 3/8"

NEWFURNACE

NEW WATER HTR

2'-1

1" M

IN

7'-1

"

12'-3 1/2"

4 3/

4"3'

-0 5

/8"

325 sf

33 sf

34 sf

119 sf

2'-10"7'-3 1/8" 2'-8" 3'-6 1/2"

17'-0 3/8" 8'-10 1/4"

11" (typ.)

3'-3"

6 3/

8"

7'-1

0 7/

8" T

O C

L O

F N

EW B

EAM

1'-0

1/8

"

1'-9

1/8

"

DRYER

WASHER

P-18LAUNDRYSINK

Laundry248 sf

8'-9"FIRST RISER TO BACK OF LANDING

6'-6

"

UP

2' 6" x 6' 8"Closet Door by Contractor. RHR. Lockset from outside

6 2'8"x 7'0" (VIF) Exterior Door LH Lockset, Deadbolt

6' 0" x 6' 8"Closet Door by Contractor

2'8"x6'8" Interior Door. Privacy lockset. LH

4'-0

"

2'-8

"

7

2'8"x6'8" Sliding Interior Door. Privacy lockset. LH

AA

AC

B

1

2 5

3

4

Marvin CUDH3226, screens paintable wood interiorprivacy glass

2'-5

"

Marvin CCM2848, screens paintable wood int, LH(handing is determined from exterior)

B

B

3'-4 1/4"

1'-0

1/8

"

A

(verify location in field)

Drywall foundationshelf (typ.)

GFI

7 3/8"

3'-2 3/8"(typ.)

3'-2

3/8

"5"

(ty

p.)

6 3/4"

2'-11 1/2"

1'-3 3/8"

3'-0

"

7'-5

3/4

"

Drywall shelf; foundationunderneath(typ.)

14'-6 1/4"

8 1/4"

G11

4 3/4"Discharge to outside away from house

P-12 Hose bib (vif.)

P-152'-6" x 5'-0"tub (verify w/owner)

5'-0"P-14

P-13 Plumbing wall verify location in field andthen run dims from it

5'-9 5/8" +- 3'-2 3/8"

9"3'

-5 1

/4"

2'-5

"6"

2'-5

"6"

2'-8

7/8

"

2'-0"

6'-1

0 3/

4"

4 3/

4"3'

-5 1

/4"

14'-9 3/4" VIF 8 3/4"

7'-1

0"

Electrical breaker box

1'-3

"

GFI

GFI

Gas hookup for dryer

Floor drain

C

VIF dedicated circuitfor washer

Handrail 34" AFF (typ.)

Handrail 34" AFF (typ.)

GFI

J

J

GFI

42" tall AFF drywall guardrail

Floor drainVIF dedicated circuit/junction box for water htr and furnace

Sump20 sf

SUMP

EQ EQ

11"

7

3'-0

"3'

-0"

1'-6

7/8

"

UP

FD to sewer(typ.)

4'-2"

8'-4

"

4'-8

1/8

"

B5

C

Dampen sump and soundproof demising walls with sound battens

1'-9 1/8"

CC

A10

Existing foundation (vif)

W8x58 W8x31 W8x31

6

2'-6

"3"

4 3/

4"2'

-1"

2'-0" 3'-2 3/8"

Basement RCP with HVAC



1.312.493.6775

ISSUED FOR: DATE:

6FOR PERMIT


A. RCP W/HVAC1/4" = 1' 0"

11.25.08

WILLIAM HUCHTING

Family Room

ordinance requirements

specified

naturallight/vent

locationarea-sf

glass/sf(10%)

vent/sf(5%)

mechanical

supplycfm

exhaustcfm

outputair cfm

naturallight/vent

glass/sf vent/sf

mechanical

supplycfm

exhaustcfm

outputair cfm

325 sf 32.5 sf 16.3 sf - - 250 cfm45 sf 22.5 sf 250 cfm- -

Bedroom119 sf 12 6 - - 100 cfm15 sf 7.5 sf 100 cfm- -

Bathroom34 sf NA NA - - 50 cfm15 sf 7.5 sf 50 cfm-

Furnace33 sf NA NA - - 50 cfm- - 50 cfm-

Laundry275 sf 19.1 sf 9.6 sf - - 37 sf 37 sf 300 cfm- -300 cfm

-

Sump24 sf - - 50 cfm- -50 cfmNA NA - -

50 cfmC

Bathroom sconce; Integralswitch

6" Recessed Can Downlight Renovation Housing

Exhaust Fan 50 cfm ; 4" round duct to outside

Ceiling mounted light fixture

Under Cabinet Light

Q Quick Start Fluorescent

Pendant by contractor

S 3W 3 Way Switch

SD Switch w/ dimmer (owner to select type)

S Switch Smoke Detector

Carbon Monoxide Detector

SD

CO

6" Recessed Can Wet Conditions

D

E

F

TThermostat-Temperature controls

A

A

Exterior Wall-mounted lightG

Alarm

Surface Mounted Fluorescent closet lightw/ integral switch

B

U

FAN

Return Air

Supply Air

All Supply Air is ceiling mounted

Drywall shelf; foundationunderneath(typ.)

Gas hookup for dryer

Floor drain

VIF dedicated circuitfor washer

Furnace

Family Room

BedroomBathroom Sump

NEWFURNACE

NEW WATER HTR

325 sf

33 sf

34 sf119 sf

20 sf

DRYER

WASHER

P-18LAUNDRYSINK

Laundry275 sf

SUMP

(verify location in field)

7'-0" AFF droppedceiling for ductwork

3'-5

1/4

"

7'0" AFF Dropped ceiling (hallway only)

SD

B

B

B

B

B

SD SD S D 3W

B BB B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

Center on CL of window B

EQ 5'-1" 5'-1" EQ

3'-1

1"3'

-11"

3'-1

1"3'

-11"

3W D

Scheduled beam

SD

B BB

A

B

B

B

SD 3WS3W

D

E

E

E

AA

EQEQ

4" flexible metal ductVented out 7'0" above grade level

B BB

B B

Goodman system 2 tons cooling

To 1st flr switch

SD

CO

SD

CO

B

B

EQ EQ

SSEQ EQ

150 cfm4x12 register

100 cfm 4 x10 register

50 cfm4x8 register


50 cfm 4x8register

50 cfm4x8register


11"

100 cfm4x10 register

SD 3W

G


Smoke detectors are hard wired on their own dedicated 15 amp circuit.

800 cfm20x20return on door

5203 Prairie, Wheaton, IL — William Huchting [email protected]

LOT

5

2 STORY

FRAME RESIDENCE

203 W PRAIRIE AVE

R=146.19

M=146.46

M=146.94

19.1

5

18.1

3

45.1

5

44.6

0

37.22

M=

89.9

2

37.26

16.1

7

16.3

8

16.31

16.26

M=

90.0

0

FRAMEGARAGE

20.3

0

20.30

20.4

2

20.30

22.5

1

14.18

8.35 4.254.

2230.10

17.7

2

7.20

8.8

5

14.00

3.9

0

37.35

91ø1

2'0

5"

89ø0

6'2

8"90

ø51

'25"

EAST LINE OF LOT 5

POR

CH

CO

VER

ED

WO

OD

CONC.GRAVEL DRIVE

CO

NC

RET

E

CO

NC

.

PATI

O

CONCRETE WALK

PRA

IRIE

AV

ENU

E

CONCRETE WALK

13'-

9 5

/8"

SID

E SE

TBA

CK

SID

E SE

TBA

CK

25'-0"

REAR YARD

SETBACK

AREA OF NEW WORK IS SHADED

17.9

1 T

O E

AV

E

13'-

9 5

/8"

1 STORYADDITION

30'-0"FRONT SETBACK

29'-2 1/8"

SITE PLAN, ZONING,CERITIFICATION, INDEX

203 W Prairie AveWheaton, IL 60187


1.312.493.6775ISSUED FOR: DATE:

1

The Wolford ResidenceLeigh Mikolajczk, Contact

B. SITE AND KEY PLAN1" = 20' 0"

R-3 NORTHERN OVERLAY DISTRICT

ZONING MATRIX R-3

FAR

CATEGORY ORDINANCE PROPOSED

SIDESETBACKS

NOTES

REARYARDSETBACK

HEIGHTLIMIT

3.4 (5c) lesser of 25feet or 40% of thebuilding's height

25 feet

35 ft or 2 1/2 stories

40% of 13,296 = 5,318.3 sf max allow

2460 existing+550 proposed= 3010 sf<max allow = 5,318.3 sf OK

40% of 34'- 6" is 13.8 feet

no change

I HEREBY CERITIFY THAT THESE DRAWINGS, TOTHE BEST OF MY KNOWLEDGE, COMPLY WITH THE MUNICIPAL CODES OF THE CITY OF WHEATON.(IRC 2003)

1. Site Plan/Zoning Matrix/Code Matrix/Existing Photos2. Existing Plans and Building Section3. Plumbing Diagram/Demo Plans4. Basement5. 1st Floor Plan (No work)6. 2nd Floor Plan7. 1/2 Story Addition Floor Plan W/ Electric8. 1/2 Story Addition Floor Reflected Ceiling Plan9. Roof Plan10. Framing Plan Roof11. Framing Plan Dormer12. South Elevation13. East Elevation14. North Elevation15. West Elevation16. Building Sections17. Details18. Details19. Notes20. Notes

CERTIFICATION

DRAWING INDEX

CODE MATRIX (IRC 2003)R311.5.8 Special stairways. Spiral stairways and bulkhead enclosure stairways shall comply with all requirements of Section R311.5 except as specified below:R311.5.8.1 Spiral stairways. Spiral stairways are permitted, provided the minimum width shall be 26 inches (660 mm) with each tread having a 71/2-inches (190 mm) minimum tread depth at 12 inches from the narrower edge. All treads shall be identical, and the rise shall be no more than 91/2 inches (241 mm). A minimum headroom of 6 feet 6 inches (1982 mm) shall be provided. R311.5.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2036 mm) measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform.R312.1 Guards. Porches, balconies, ramps or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. R313.1 Smoke detection and notification. All smoke alarms shall be listed in accordance with UL 217 and installed in accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. Household fire alarm systems installed in accordance with NFPA 72 that include smoke alarms, or a combination of smoke detector and audible notification device installed as required by this section for smoke alarms, shall be permitted. The household fire alarm system shall provide the same level of smoke detection and alarm as required by this section for smoke alarms in the event the fire alarm panel is removed or the system is not connected to a central station.

A. EXISTING CONDITIONS

EAST ELEVATION

FRONTSETBACK

the lesser of 16% of the lot depth or 20 ft

550 sf 1/2story addition

no change

no change

no change our 1/2 floor addition is NOT IN THE SETBACK

SCOPE OF WORK

A15

1. New 1/2 story, one-hour, fire-rated addition within the confines of the existing building perimeter and ridge line2. New spiral stair to 1/2 Story 3. Replacement wall and 1 new post with new foundation in basement4. New electric service for 1/2 Story Addition5. New HVAC service for 1/2 Story Addition6. New roof on addition

NORTHERN OVERLAY DISTRICT

SOUTH ELEVATION WEST ELEVATIONNORTH ELEVATION

A14

A13

existing is 34'- 6"< 35'-0"

our 1/2 floor addition is NOT IN THE SETBACK

1/2 STORY QUALIFICATION

60% of the area ofthe floor below (allparts w/ ceiling height>4')

existing 2nd flr is 1077 sf. 60% of 1077 is 646 sf>550 sf OK

550 sf 1/2flr addition on top of 2nd floor

B16

A12

1/2

STO

RY

AD

DIT

ION

FOU

ND

ATI

ON

WO

RK

A16

FOR PERMIT 10.21.08

William Huchting

2 CHANGES 11.01.08

8'-1

1 5/

8"8'

-11

3/4"

6'-1

1"

34'-

6"

8'-0

"

7'-8

3/8

"

8 1/

4"

8 9/

32"

TYP.

1'-1 1/8"

G18

2x6 Tie, 5/8" drywall interior side

F17

1'-1 1/2"

Ground

New galvanized spiral staircase by contractor

8'-0

"

4'-7

5/8

"

2'-0

"

7 5/

8" V

IF

4'-7

1/8

"

Casing and skirt by contractor (typ.)

11 5

/8"

Original level

2x Firestopping trimmed to fit (typ.)

1'-8

1/8

" V

IF

10'-5"

Retain original plaster ceiling on 2nd floor



16FOR PERMIT



1/2

STO

RY

AD

DIT

ION

FOU

ND

ATI

ON

WO

RK

09.26.08

B. EAST-WEST SECTION

Sections

1/4" = 1' 0"

A. NORTH-SOUTH SECTION1/4" = 1' 0"

FOR PERMIT 10.20.08

William Huchting Hurd Windows, Clad Casement 15/15/15/15x43 with custom lunette top. R.O. size 81 1/2" x 66 7/16" Tempered safety glass

3

9'-10 5/8"

15'-

6 1/

2"

6'-9

1/8

" R

.O.

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

Hurd Windows, Clad Casement 23/23x43 with custom lunette top and 10" hinge system. IRC exit compliant. R.O. size 57 1/8" x 62 11/16"

3'-7 5/8"

550 sfStudy

Attic (Exst.)

3'-8 1/8"

4'-8 3/4"R.O. 2'-10"

1'-1

"

EXISTING STRUCTURE

10'-4 7/8"5 1/4"

13'-9 7/8" SPAN

5 1/

4"9'

-7"

10'-

5 1/

8"

EQ

4'-7

1/4

"

NOTE: 1.PLAN CUT IS MADE AT 4'-7 5/8" AFFTHE INTERIOR WALLS ARE AT 4'-7 5/8" AFFWHERE THEY MEET THE ROOF STRUCTURE U.N.O.2. ALL 1/2 STORY STRUCTURE IS NEW3. ALL 2X6 FLOOR JOISTS ARE SISTERED WITH NEW STRUCTURAL GRADE 2X10s

1

36" tall steel guardrail

Hurd Windows, Clad Awning 35/35x15. . R.O. size 81 1/8" x 20 11/16" (Verify model number.)

1

2 NEW 1/2 STORY ADDITION

2

1

2

3

New 60" diameter spiral galvanized steel stair painted by contractor

8'-4

"

New subfloor/hdwd strip flrby contractor

Existingsubfloor(step down)

2'-10"

2'-10"x 4-6" (VIF) accessdoor by contractor

Doubled 2x10 joists

13'-9 7/8"

Sister 2x10 to everyexisting 2x6 joist on 1/2 story level (typ.)

5'-4"

J junction box

special purpose

1. All outlets 120 volt except special purpose receptacle which should 220 (VIF).2. Hookup up existing to panel in available circuit receptacles.3. GFI means ground fault interrupt4. Exterior receptacles shold have covers and GFIs.

duplex receptacle quad receptacle

special purpose

6'-9 1/8"

Telephone/Cable Connection

Wire sizes.14 AWG FOR 15 AMP CKT12 AWG FOR 20 AMP CKT10 AWG FOR 30 AMP CKT3/0 FOR SERVICE#4 FOR GROUND AT STREET SIDE OF METER#6 FOR GROUND ROD

1/2 Story Addition15 amp AFCI study outlets15 amp AFCI study outlets15 amp AFCI study lights15 amp AFCI study lights20 amp Ckt for HVAC15 amp smoke/CO alarm30 amp 2pole for A/C

New 100 amp service to 1/2 story addition

Panel Schedule

6'-2

"

F18

14'-1" 14'-8 1/4"

29'-

3"

Down

D18

E18

2"

Existing chimney. New frame construction to be 2" clear of chimney. Fireblock chimney.

New furnace on 1"rubber mat

Furnace Rm

ClosetNew ceramic tileon 3/4"subfloorover 1/4" corksoundabatement

17 sf

17 sf

Insulate new walls with soundbatten: Put electrical service panel in closet

3'-9 5/8"3'-9 5/8" 4 3/4"2" 4 3/4" 4 3/4"

8'-4

3/4

"

4 3/4"

5'-2

5/8

"VIF

special purpose 4'-5

1/8

"4

3/4"

4 3/

4"

New 2x10 floor joist sistered to exisitng 2x6

VIF with owner location of new walls in attic space; Location of duct runs will help determine location of furnace room


09.26.08 Floor Plan w/Electrical- 1/2 Floor Addition

William Huchting2400 N Lakeview 60614


7FOR PERMIT


1/2

STO

RY

AD

DIT

ION

FOU

ND

ATI

ON

WO

RK

A. 1/2 STORY PLAN W/ELECTRIC1/4" = 1' 0"

FOR PERMIT 10.20.08

2 CHANGES 11.01.08

2

1'-1"

New gutter arrangement is dashed

5/4 x 4 trim surround

Scalloped vinyl shingles

New 5/4x6 fascia

1x4 Rake

5/4 x 6 cornerboards

New vinyl siding

123

New 1x fascia(frieze board and rake)

12

12

Existing siding (typ.)

Previous roofline

11'-7 7/8"

17'-5"

3 1/2" typ

10 5/8" typ

1/2

STO

RY

AD

DIT

ION

FOU

ND

ATI

ON

WO

RK

Elevation-South



12FOR PERMIT


A. SOUTH ELEVATION1/4" = 1' 0"

09.26.08

203 W. Prairie AveWheaton, IL 60187

FOR PERMIT 10.20.08

William Huchting

4'-8 3/4"

2'-4"

3'-9

1/8

"

Existing roof to remain

1'-1"

Existing siding (typ.)

1'-1"

1/2

STO

RY

AD

DIT

ION

FOU

ND

ATI

ON

WO

RK

East Elevation



13FOR PERMIT


A. EAST ELEVATION1/4" = 1' 0"

09.26.08

203 W. Prairie AveWheaton, IL 60187

FOR PERMIT 10.20.08

William Huchting

The following is a couple of schemes for a small condo in the Mies van der Rohe Building on Fullerton at Lincoln Park. Generally, people live in these units only for a few years and apartment can be thought of as a empty container that is a temporary home. The furnishings and storage in the apartment can be thought that of as packing cases that can easily be moved to and fit in to the next residence. So all of the details are informed by this as is the fact these wardrobes or packing cases do not look attached to anything and are freestanding and floating in space rather than attached to the ceiling or wall. This also influences the materials palate, etc..

Here is the a beginning sketch (right) and a sample of the custom floor arranged in a running bond pattern like brick using the building’s module for size (below):

This is another project in progress; this addition takes a small boxy Cape Cod and opens it bringing a family together, allowing in daylight and creating an indoor/outdoor space with a new patio.

6William Huchting, Licensed Architect 312-493-6775 [email protected]

The next project is for a woman who wanted a proper dining room so she should could have a dinner party for twelve and make it a wonderful place to have company. We gutted the house, removed the asbestos shingles, reskinned it in cedar, replaced all of the windows, enlarged the living room with a fireplace and added a wrap-around porch. Plans before (left, bottom) and after, with the addition (right, bottom).

ENTRYKITCHEN

DINING ROOM LIVING ROOM

PORCH

STEP BACK FOR NEW

BRICK VENEER. SEE BLDG

SECTION FOR MAKE AND TYPE.

GROUND LINE

A

13

EXISTING BRICK BUILD

ING FOUNDATION

NEW PORCH FOUNDATION TO REPAIR&

REPLACE EXISTING

4"

7' 7 1/4"

16' 7 1/8"

4"

14' 10"

10 1/8"

1' 0"

8' 4 1/4"

11' 10 1/2"

8' 3 1/8"

16' 9 1/4"

13' 11 7/8"

CENTERLINE OF PIER ALIG

NS W/

CENTERLINE OR PORCH LIN

TEL (TYP.)

1' 3"1' 3"

1' 3"

5' 1"

12' 0 1/4"

CENTERLINE OF 1ST

FLOOR DOOR OPENING

8' 3 1/2" C

ENTERED ON CL

4x4 TREATED POST SEATED ON SIMPSON

STRONG TIE POST BASE PBS44A TIED INTO

8" DIAMETER 44 1/2" DEEP CONCRETE PIER;

TOP 2 3/4" OF PIER IS EXPOSED ABOVE GROUND

2' 2 1/2"

CENTER CONCRETE-FILLED 3X3 STEEL P

OST ON FOUNDATION

WALL WITH 4 BOLTS HAVING 2 1/2" M

INIMUM COVER

A

15

CENTER POST SITS ON 3'-6" SQUARE FOOTING; K

EY NEW

FOUNDATION WALL

INTO EXISTING.

4' 0 5/8" VIF

8"

3' 0"

4' 9 1/4"

3' 3"

EQ.

EQ.

5' 5 7/8"

1/2

"1

0'

0 3

/4"

3/8

"8

"

CENTER PIER ON CENTERLINE

OF CHIMNEY/W

ALL BETWEEN

WINDOWS


2

makeARCHITECTURE

ISSUED FOR:

1806 West Cuyler

3rd Floor

Chicago, IL 60613

1.312.493.6775

DATE:

DemoPlan


WILLIAM P HUCHTING


1/4" = 1' – 0"

1st Floor

DEMO NOTES:

1. 2ND FLOOR: CONTRACTOR TO REMOVE WINDOWS AND PREPARE FOR

NEW WINDOW INSTALLATION (WHEN NEW WINDOWS ARE DELIVERED)

2. SAVE ALL OAK CASING AND MOULDING

3. ANY HAZARDOUS MATERIALS SHOULD BE DISPOSED OFF ACCORDING TO

MUNICIPAL, STATE AND

Sue Braun Residence

5116 N. Oakley

Chicago, IL 60625

ENTRY ROOM N.I.C.

REMOVE EXISTING BAYAND FOUNDATION

REMOVE BALLOON FRAMEWALL TO UNDERSIDEOF CEILING JOISTS;FASTEN 2X4 VERTICALFRAMING TO NEW 2X8 PLATE WITH APPROVED FASTENERS;BOLT TO STRUCTURAL SECTION ON SHEETS 3,12&23

REMOVE PORCH TO UNDERSIDE OF LINTEL;SHORE UNDER LINTEL SAVING PORCHROOF (REMOVE PORCH FOUNDATION)

REMOVE COUNTERTOP AND TOP CABINETS; SEE KITCHEN DRAWING.SAVE AND REUSE CABS (TYP.)

REMOVE WINDOW (TYP.)

REMOVE WING WALLS-SAVE ALL MOULDINGAND CASING FORREUSE (TYP.)

REMOVE COUNTERTOP, ALL CABS AND APPL'S;SAVE REF AND DW FOR REUSE

REMOVE LANDING AND STAIRSNOTE: CONTRACTOR TO REMOVE SIDING AS YOUGO WHEN INSTALLING NEW CEDAR SIDING

REMOVE AND SAVE BREAKFRONTAND SHELVES

REMOVE AND SAVE LIVING ROOM FAN FOR REUSE;REMOVE AND DISPOSE OF DINING ROOM AND KITCHEN SURFACEMOUNTED FIXTURES; REMOVE AND SAVE KITCHEN UNDER CAB FLUORESCENT LIGHTS FOR REUSE

DOOR&WINDOWTO REMAIN

DOORS AND LIGHT TO REMAIN

CUT AND REMOVE BRICK FOUNDATION WHERE EVERNECESSARY FOR NEW CONCRETE FOUNDATION WALL

FEDERAL REGULATIONS.

4. REMOVE PORCH ROOFING AND PREPARE SURFACE FOR NEW ROOFING TREATMENT.

5. NOTE: ALL WALL REMOVAL MUST BE COORDINATING WITH THE SHORING OF FLOORS

DOWN TO THE BASEMENT. CONTRACTOR TO COORDINATE W/ ARCHITECT BEFORE

COMMENCING ANY WORK.

FOR BID&PERMIT 04.05.04

FOR BID&PERMIT2 05.17.04

6. CONTRACTOR TO PRICE BOTH

REMOVING ALL SIDING AND JUST

REMOVING EXTERIOR WALL SHINGLES

5161 N Oakley, Chicago, Il — William Huchting [email protected] 7

8

The is a house purchased by the client’s father in 1944. The external envelope had deteriorated greatly and the front porch had collapsed. The client wanted to keep the vintage charm of his fathers house make it a new home for his family.

We designed a new porch with highly articulated masonry that uses a new cedar exterior, a new paint scheme, a new kitchen-dining room and an extension out the back that allowed us to create a master bedroom suite on the second floor,

4000 N Kenneth, Chicago, Il — William Huchting [email protected]

This a house in Scotland that is curved to create a outdoor space that is warmed by the sun and protected from the north wind that comes over the Highlands.

Here’s an apartment I spent 14 months in charge of while working at a firm downtown. We designed all of the mill work and much of the furniture. The smaller project I showed you previously will have the same level of finishes and better art!

9Fixler Apt, Chicago & Residence in Pitlochry, Scotland — William Huchting [email protected]

RM-5William Huchting2400 N Lakeview 60614


1IN PROGRESS

CERTIFICATIONI HEREBY CERITIFY THAT THESE DRAWINGS, TOTHE BEST OF MY KNOWLEDGE, COMPLY WITH THE MUNICIPAL CODES OF THE CITY OF CHICAGO.

I HEREBY CERTIFY THAT I AM A REGISTERED ENERGY PROFESSIONAL AND THIS PROJECT COMPLIES WITH THE ENERGY CODE OF CHICAGO.

Scope of work:0) Facade work only1) Replacement parapet wall as noted, same location and configuration. (We're adding rebar reinforcement where before there was none.) Reattach all limestone fascia on parapet wall with clips to brick backing.2) Replacement of cracked bricks and various locations on the north and west facades3) Replacement of decorative limestone balusters as needed in entry elevation

DRAWING INDEX1) SITE PLAN, CODE MATRIX, CERTIFICATION, INDEX2) 1' = 20' ELEVATIONS3) ENLARGED ELEVATIONS4) ENLARGED ELEVATIONS5) DETAILS SECTIONS6) SPECIFICATIONS AND NOTES7) SPECIFICATIONS AND NOTES

04.30.08 Site Plan/Scope/Certification

540 W Briar540 West Briar LLC

MA

SON

RY

RES

TOR

ATI

ON

1438 W BelmontChicago, IL 60657

IN PROGRESS

05.30.08IN PROGRESS

1" = 20' - 0"

A. SITE PLAN0 20 FEET 100 FEET 160 FEET



Alley

West Briar Place

Nor

th C

ambr

idge

Cou

rt

540 W BRIAR PL:9 STORY HIGHRISE BUILDING,CATEGORY III, TYPE I BUILDINGCONSTRUCTION

1 STORYENTRANCELOBBY

Fire escape (typ.) 127'

-0"

122'-0"

A/2

B/2

38'-6" VIF

94'-

10 5

/8"

VIF

Shaded parapet wall to be demoed and replaced (typ.)

B/2

112 residential units, 3 commercial

93'-

8 5/

8" V

IF



2Building Elevations

MA

SON

RY

RES

TOR

ATI

ONIN PROGRESS

William Huchting

05.30.08IN PROGRESS

04.30.08

A. SOUTH ELEVATION0 20 FEET 100 FEET 160 FEET

B. WEST COURTYARD ELEVATION (EAST COURTYARD ELEV IS OPPOSITE HAND)

0 20 FEET 100 FEET 120 FEET



VIEW OF WEST COURTYARD ELEV

2

3

4

5

6

7

8

9

104'

-8"

A3

B3

A4

Enlarged Elevations



3

MA

SON

RY

RES

TOR

ATI

ON

A. SOUTH ELEVATION-ENLARGED

William Huchting

0 21 3 4 5 10 20 50 feet 100 feet

05.30.08IN PROGRESS

IN PROGRESS 04.30.08



B. ELEVATION-ENTRY PAVILION (NTS)

Expansion Joint-3/8" gap w/backer rod and caulk to match mortar (typ.)

Chisel out front and back of limestone entry all joints to 3/4" and tuckpoint to match original

Replace cracked limestone balusters with new to match existing. VIF

9

8

A

5

38'-5 3/4" OR 56 STRETCHERS VIF

Demo and rebuild this dimensioned section of parapet wall

2 1/2 stretchers

13 stretchers (typ.) VIF2 stretchers 2 stretchers

2 1/2 strecthers

Expansion joint @ limestone edge

This is typical of the masonry work I do in the City of Chicago. I have learned a great deal about the history and performance of masonry construction of the last 120 years. This knowledge I put to work in my other projects.

540 West Briar and 3170 N. Sheridan, Chicago William Huchting, Licensed Architect 10

Bel

mon

t A

venu

e

12 STORY,CATEGORY IIIBUILDING

1 STORYENTRANCELOBBY

Sheridan Road

208'-10"

173'

-7"

53'-10" 55'-0"100'-0"

103'

-7"

15'-

0" V

IF

53'-10" VIF 100'-0" 55'-0"Alley

EXISTING ROOFTOP DECK (NON-COMBUSTIBLE)

PARKINGLOT NO STREET ACCESS

245.51'

175.

16'

DR

IVEW

AY

DR

IVEW

AY

175.

18'

21'-0" NEW LINTEL

55'-

0" N

EW L

INTE

L

21'-0" NEW LINTEL

22'-0" NEW LINTEL

29'-

8 1/

4" N

EW L

INTE

L

3

61'-

6" N

EW L

INTE

L

8

7

6

20'-

0" M

INIM

UM

2

1

CERTIFICATIONI HEREBY CERITIFY THAT THESE DRAWINGS, TOTHE BEST OF MY KNOWLEDGE, COMPLY WITH THE MUNICIPAL CODES OF THE CITY OF CHICAGO.

COMPLIANCE WITH THE ENERGY CODE OF CHICAGO IS NOT APPLICABLE AS THIS IS MASONRY RESTORATION ONLY.

DRAWING INDEX1) SITE PLAN, CODE MATRIX, CERTIFICATION, INDEX2) VIOLATIONS INDEX, TUCKPOINTING3) NORTH PENTHOUSE 1/4" SCALE PLAN4) NORTH PENTHOUSE ELEVATIONS AND DETAIL5) NORTH PENTHOUSE ELEVATION 6) CORNER ELEVATION AND DETAIL7) TERRA COTTA MEDALLION REPAIR8) SOUTH PENTHOUSE DETAIL AND ELEVATION9) SPECIFICATIONS AND NOTES

CODE MATRIX

3

3

3

3

48

47

28 49 52

53

54

10

1"

1'-2

1/4

"4"

1'-5

"8

"

4" 2"

1'-5

"4

"1'

-2 1

/4"

1'-2

1/4

"4

"1'

-5"

4"

4"

4'-2"

1'-5"1'-5" 5'-4" 1'-5" 9'-2" 1'-5" 4" 4"

3'-3

1/4

"

17'-8"

3'-1

0 1/

4"

1'-5" 2'-5"

4'-4"

2'-5" 1'-5" 9'-2" 1'-5" 9'-2"

24'-1"

55'-0"

4'-9"

6'-6

1/2

"5'

-8"

5'-4

"

1'-5

"1'

-5 1

/2"

2'-4

"3'

-10

1/4"

2'-4

"

4"

5'-4

"

1'-1

1/4

"4"

1'-5

"4

"8

"

47 54

BR

ICK

TO

BE

REP

AIR

EDN

O W

OR

K

QUOIN

12

11 29

BR

ICK

TO

BE

REP

AIR

ED

NO WORK

24'-

1 1/

4"

4"

22'-

2"

4"

1'-0

1/4

"

4"

4"

4"

1'-5

"4"1'

-1 1

/4"

A5

B4

A4

3A. FLOOR PLAN CUT THROUGH OPENINGS OF PENTHOUSE1

21

CO

UR

SES

4'-

2 5/

8"

(VIF

)

21

CO

UR

SES

4'-

1 5/

8" V

IF

C4

C4

Remove, clean and reuse brick and replace shelf angle.Use new matching brick if necessary(typ.)

Remove, clean and reuse brick and replace shelf angle (typ.)

21'-5 3/4" VIF

24'-1 3/4" VIFNew shelf angleRemove the masonry anddetermine the length of the shelf angle (typ.)

New shelf angleRemove the masonry anddetermine the length of the shelf angle (typ.)

Masonry coursing to be exactly as existing; see attached for coursing details (typ.)

Verify that the coping and parapet is not leaking. Tuckpoint if necessary (typ.)

Durowall DA5801 Brick Replacement Anchor staggered 2 stretchers horizontally (approximately 16 1/2") and 3 joints vertically (approximately 8 1/2") (typ.)

Remove, clean and reuse bricks.Vee or concave mortar joint only (For severe weather-typ.)

21

cour

ses

min

imum

VIF

Existing angle and terra cotta to remain (Verify condition in field; clean and paint exposed underside of steel angle if necessary)

Backer rod and sealant in joint between brick and terracotta (Verify that terracotta, brick and coping above pointed and sealed before installing the backer rod.)

Existing concrete beam (VIF)

New hot-dipped galvanized A36 Steel L6x4x0.3125 bolted to exisiting beam @ every 24" with Hilti HY-150 Adhesive Anchors 1/2" ø x 3 1/2" embedded

5"Stainless Steel drip edge (20 mil) and assembly by Illinois Products. Ipco self-adhering flashing Ipco stainless steel drip edge. Follow manufacturer's specs for installation. Rope weeps every 24".

Ipco compressible closed-cell Polyethylene foam filler such as Neocell with a multipart urethane sealant such as Sonneborn (NP-2) or a Tremco (Dynamic) Follow manufacturer's specs for installation

4

A. WEST ELEVATION OF NORTH PENTHOUSE

B. EAST ELEVATION OF NORTH PENTHOUSE

C. DETAIL SECTION - SHELF ANGLE @ OPENING3

21

CO

UR

SES

4'-

2 5/

8"(V

IF)

C4

Remove, clean and reuse brick and replace shelf angle (typ.)

Remove, clean and reuse brick to rebuild corners (typ.) Replace lintel above window

New shelf angleRemove the masonry anddetermine the length of the shelf angle (typ.)

54'-4" VIF

Grind 1" of joint and tuckpoint elevation above terracotta 100% (typ.)

B6

2'-2

1/8

" V

IF

3'-2 1/2" VIF

2'-2

1/8

" V

IF

3'-2 1/2" VIF

15'-

9 7/

8"

19'-2 7/8"

5'-3

3/8

"

5

A. NORTH ELEVATION OF NORTH PENTHOUSE

3

5/8"

Reseat Existing limestone coping after installing new drip, flashingstructural pins into concrete below and after terracotta reinstallation has happened.

Remove and clean existing terra cotta pieces. Replace structural rods with new 1/2" stainless steel rods (verify size in field). Install cotton rope weeps at base.(typ.) Reinstall with type n mortar in existing location plumb and level.

2 stainless steel straps per terracotta in bed joint piece attached with Hilti HY-150 anchors to reinforced concrete curb or beam (TYP.)

3'-6

" V

IF

Rebuild corner as follows:

1'-4

1/2

" V

IF

2 ø1/2" diameter stainless steel pins (verify length in field) with eyebolt per existing limestone coping epoxied 3" into reinforced concrete below (typ.)

20 mil Type 316 stainless steel through flashing with drip (typ.)

WHOLE ASSEMBLYTHRU FLASHING W/ OVERLAP BY CO

Inspect and, if necessary, replace existing structural section with new of same section and size into existing fill. See (galvanize per specs)

Existing concrete beam

Sealant with backer rod (VIF dim) (typ.)

Elastomeric flashing and cotton rope weeps @ 2' o.c.

Existing terracotta medallion

3'-1 3/4" VIF

1/2" ø Stainless steel pin at head joints (typ.)

Verify condition and location of reinforced concrete curb in field

7

A. EAST ELEVATION SHOWING MEDALLIONS IN PHOTO

B

7

C. DETAIL SECTION - MEDALLION

Medallion wraps corner, south face opposite hand; both to be reconfigured as drawn

B. DETAIL ELEVATION - MEDALLION

C

7

3

This is a 200 000 sf sustainable office building I worked on for 12 months. We were a team of five and we used louvers and a narrow footprint (60 feet) to naturally light the space. We specified operable lights and a computer controlled exhaust at the top of the atrium skylight to draw cool California air through the workspaces into the public space and up and out the building.

11William Huchting, Licensed Architect 312-493-6775 [email protected]

901-07 West Gordon Terrace 312.493.6775 [email protected] 12

K4

H4

A4

K4

H4

D3

Victoria Terrace Condo Assoc901-09 W Gordon TerraceChicago, IL 60647

Balu

ster

repl

acem

ent

2nd

and

3rd

Floo

rs o

nly

FOR PERMIT 11-23-2009

PLAN CHECK CMTS 04-22-2010

makeARCHITECTURE2400 N Lakeview Suite 601Chicago, IL 60614

UPDATES 05-22-2010

G. Typical Demo Plan1/4" = 1'-0"

DEMO EXISTING WOOD BALUSTERS EACH FLOOR. SECURE DOORS DURING CONSTRUCTION. (TYP.) CONTRACTOR AND CLIENT TO IMDEMIFY ARCHITECT

DOOR TO EXISTING UNITTO BE SEALED DURINGCONSTRUCTION

D. Overall View Showing Both Balconies along Gordon

F. 3rd Floor Plan (Typical) C. 2nd Floor Plan(Typical) 1/4" = 1' - 0"1/4" = 1' - 0"

E. 3rd Floor Stanchion Plan (Typical) B. 2nd Floor Stanchion Plan (Typical)1/4" = 1' - 0"

2PLANS

F3

E3

1/4" = 1' - 0"

A2

A. Section thru Deck

SINGLE PIECE TOP RAILIF POSSIBLE. OTHERWISE JOIN 2 PIECES @ CENTER

MITER AND BISCUIT CONNECTION

CL (TYP.)


5" V

IF

1/4" 3

1/2"3/

16" 6

1/2"

2'-4

5/8

"3/

16"

3'-3

1/4

"

OPENING FOR BOTTOM RAIL (TYP. FOR ALL STANCHIONS)

3/16" GUSSET (TYP. FOR ALL STANCHIONS)

3/8" STAINLESS STEEL HILTI HY-150 EPOXY ANCHOR (TYP.) EMBEDDED 3" INTO EXISTING 5" CONCRETE DECK (TYP.) W/ MATCHING NUT AND WASHER

SET 1/4"BASE PLATE ON A BED OF TYPE S NON-METALLIC, NON-SHRINKABLE GROUT

EXISTING CONCRETE DECK

3/16" TOP PLATE

NOTE:PLATES TO BE CONTNOUSLY WELDED WITH 3/16" FILLET WELDS BOTH SIDES. GRIND ALL EDGES TO BE SLIGHTLY EASED LEAVING CRISP BUT NO SHARP EDGES . STANCHION TO BE HOT -DIP GALVANIZED PER SPECS.

3/16" STEEL PLATE FLANGES, WEB AND GUSSETS (TYP. FOR ALL STANCHIONS SAVE FOR BASE PLATE)

6' 11 5/8"6' 11 5/8"

5 1/16"5 11/16"

5 3/

16"

5' 1

/16"

3 1/

2"

3"

7' 8

7/1

6"19' 1 1/8"

4' 4

"

13' 2 1/8"

4 3/

4"4'

1/2

"4

3/4"

6' 5 5/16" 6' 5 5/16"7 1/16" 7 5/16"

1 3/4"

1" 3 1/2" 11/16"

4 7/8"

1 3/4"

3 1/2"

ALL RAILS MILLED FROM CLEAR KILN DRIED CEDAR 2X4s GLUED UP INTO A 4X6 KILN DRIED TIMBER. PAINT TO MATCH KILN DRIED BALUSTERS (TYP.)

GLUE AND SCREW WITH A MINIMUM OF 2 #10 x5" LONG STAINLESS STEEL DECK SCREWS COUNTERSUNK AND PLUGGED(TYP.)

A. Top Rail 3" = 1' - 0"

3 1/2"1/2"

5 1/2"

1/2"

1/2"

2 1/16"

3 1/2"

3 1/2"

3 1/8"

3"

THE MIDDLE PORTION EXTENDS INTOTHE STANCHION

THESE EDGES ARE TRIMMEDFOR INSERTION INTO STANCHION WHERE APPROPRIATE

B. Bottom Rail 3" = 1' - 0"

C. Balustrade Detail 1/2" = 1' - 0"

NEW STANCHION

GLUE AND SCREW WITH A MINIMUM OF 2 #12 x6" LONG STAINLESS STEEL DECK SCREWS COUNTERSUNK AND PLUGGED(TYP.)

F. Front Elevation (Typical)(Other Elev. Opposite Hand) E. Side Elevation (Typ.) (Other Elev. Opposite Hand)

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

D. Steel Upright at 2nd Floor Front Corner Adjacent to Arch Detail

1/2" = 1' - 0"

Victoria Terrace Condo Assoc901-09 W Gordon TerraceChicago, IL 60647

Balu

ster

repl

acem

ent

2nd

and

3rd

Floo

rs o

nly

FOR PERMIT 11-23-2009

PLAN CHECK CMTS 04-22-2010


UPDATES 05-22-2010 3ELEVATIONS

MASONRY ARCH

EXISTING MASONRY BALCONY

C3

NEW BALUSTRADE (TYP.)

1 3/4"

3 3/

4"

42"

2 15/16"

NEW BALUSTRADE (TYP.)

A3

B3

1ST FLOORN.I.C. (TYP.)

13 5

/16"

3 7/8"

1/2" ROUND BAR WELDED TO STANCHION PRIOR TO GALVANIZATION. 8' -0" RADIUS OT BE VERIFIED IN FIELD BY CONTRACTOR (2ND FLOOR FRONT CORNERS ONLY) SEE SHEET 4, DRAWING K FOR PLAN

ADD 5/4" CEDAR BLOCKINGTO BOTTOM OF END PIECETO MAINTAIN 3 3/4" OR LESSSPACING

1/2" BAR TO FOLLOW 8'-0" RADIUS (CONTRACTOR TO VIF) SEE ELEVATION D

133700 W. Wrightwood — makeArchitecture 312.493.6775 [email protected]

3700 Wrightwood Porch-Before

3700 Wrightwood Porch-Sketch 3700 Wrightwood Porch-Elevations

3700 Wrightwood Porch-After


3

makeARCHITECTURE

ISSUED FOR:

1806 West Cuyler 3rd Floor Chicago, IL 60613 1.312.493.6775

DATE:

Elevations


WILLIAM P HUCHTING


1/4" = 1' 0"

PORCH REPAIR & REPLACEMENT

FOR BID&PERMIT 11.12.04

B. North Elevation

Samuel Bayot 3700 W. Wrightwood Chicago, IL 60647

NEW 6x6 POST SEATED ONSTRONGTIE COLUMN BASECBSQ66-SDS2

4' 8

"5'

4"

TOP

OF

FRAM

ING

TO

TO

P O

F FR

AMIN

G

EXISTING ROOF AND LOOKOUTS-NOT IN CONTRACT

EXISTING MASONRY WALL

5D

8"

TOP

OF

FRAM

ING

TO

TO

P DO

OR

SILL

NOTE: FRAME WALL IS NOT SHOWN;SEE SECTION

5A

A. West Elevation

EXISTING MASONRYBUILDING

Porch 1 Plans &

Section

2422-34 W Lunt Condo Assoc

2422-34 W Lunt

Chicago, IL 60645


1.312.493.6775

ISSUED FOR: DATE:

1 POR

CH

REP

LAC

EMEN

T

CO

PYR

IGH

T ®

20

08 m

akeA

RC

HIT

ECTU

RE

FOR PERMIT 08.18.08

6' 4 1/2" 5 1/2" 2 1/2"

4"5 1/2"

6' 7"3' 0"

5 1/2"7"

3' 0"5 1/2"

4"

3' 5 1/2" 4"5 1/2"6' 11 3/4"

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

2' 8 1/2" VIF

7' 11"

2 1/2"5 1/2"

6' 7"5 1/2"

2 1/2"

Porch Section1/4" = 1' - 0"G

6' 4 1/2" 5 1/2"

5 1/2"6' 7"

5 1/2"

2 1/2"

3' 0"3 1/2"

3 1/2"3' 0"

7' 0 1/2"

4"5 1/2"

4"

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

2' 8 1/2" VIF

15' 2 1/2"

6' 11 3/4" 5 1/2" 3' 0" 5 1/2"4"

7' 11"

2 1/2"5 1/2"

6' 7"5 1/2"

2 1/2"

6' 4 1/2" 5 1/2" 2 1/2"

4"5 1/2"

6' 7"

6' 11 3/4" 5 1/2" 3' 0" 5 1/2"

5 1/2"5 1/2"

3 1/2"2' 8 3/4" 5 1/2"

1 1/

2"3

1/2"

5 1/2"3' 0"

3 1/2"3 1/2"

3' 0"5 1/2"

6' 7"

7' 0 1/2"

7' 6"

15' 2 1/2"

4"

3rd Floor Plan1/4" = 1' - 0"C

2nd Floor Plan1/4" = 1' - 0"B

1st Floor Plan1/4" = 1' - 0"A

1' 4"

6' 9 1/2"3"

3"7' 6"

1 1/2"

14' 3 1/4" = in wall

10' 0 1/4" + in wall

2' 9"1 1/2"

7"1 1/2"

2' 9"1 1/2"1 1/2"

1' 2"

6' 10" + in wall

3"

6' 7 1/4"

7' 5 1/4" 3' 5 1/2"

3' 7"

1' 3"

7' 0 1/2"

1' 0"

2' 3"

7' 0 1/2"2' 3"

1' 0"

4 1/4"

1st Floor Framing Plan1/4" = 1' - 0"E

Foundation Plan1/4" = 1' - 0"D

Porch 1

Typical Framing Plan1/4" = 1' - 0"F

ALIGN WITH EXISTING POCKETS AND

ROOF STRUCTURE; VERIFY ALL

DIMENSIONS WITH EXISITING CONDITIONS

IN FIELD

1ST RISER EXTENDS

42" BELOW SURFACE

EXISTIN

G STA

IRS

DO

WN

TO B

ASEM

ENT

2X8 BRIDGING (TYP.)

LOOKOUT IS A DOUBLED 2X12 (TYP.)

2X10 JOIST (TYP.)

6' 10" + in wall

1' 4"

6' 9 1/2"3"

3"7' 6"

1 1/2"

2' 9"1 1/2"

7"1 1/2"

2' 9"1 1/2"1 1/2"

17' 8 3/4" + in wall

3' 2 1/2" 3"3"

7' 7

1/2

"

13' 5 3/4" + in wall

5 1/2"5 1/2"

1' 4"

7' 3 3/4"

+5' - 0"

2ND FLOOR

LANDING

-5' 3 1/4"

TOP OF FOOTING

ALLOW 1" MINIMUM

CLEARANCE ABOVE GROUND

+-0' -1"

TOP OF

LOOKOUT

OPENING

IN MASONRY

-8' 10 1/4" (VIF. 3' 6" BELOW GROUND SURFACE)

FOOTING

+-0' -0" VIF

1ST

FLOOR

DECK

-6' 5 1/4"TOP OF

CONCRETE

1ST RISER

-5' 4 1/4" (VIF)GROUND

LEVEL VARIES

+15' -2"

3RD FLOOR

LANDING

+-10' -1"

TOP OF

LOOKOUT

OPENING

IN MASONRY

+-10' -2"

2ND

FLOOR

DECK

+-20' -2"

TOP OF

LOOKOUT

OPENING

IN MASONRY

+-20' -3"

3RD

FLOOR

DECK

NEW TRIM, FLASHING AND GUTTER ON PORCH ROOF (TRIMMED SECTION)

J0

I0

2X12 STRINGER (TYP.)

6X6 POST (TYP.)

2X12 STRINGER (TYP.)

SITS ON CONCRETE RISER

LOOKOUT IS A DOUBLED 2X12 (TYP.)

6X6 POST (TYP.)

FOUNDATION

SPREAD FOOTING

UP

UP

DOWN

5/4 x 6 TREATED DECKING WITH 1/4" GAP BETWEEN BOARDS

FOR DRAINAGE (TYP.)

6X6 BRACE (TYP.)

2X4 RAILING (TYP.)

EXISTING EXIT

DOOR

EXISTING EXIT

DOOR

EXISTING EXIT

DOOR

H0

E0

B0

B0

2X4 RAILING (TYP.)

D0

CONCRETE STEP

FIRST WOOD TREAD

E0

4X4 NEWEL POST

4X4 NEWEL POST (TYP.)

2400 W Lunt Porches — makeArchitecture 312.493.6775 [email protected] 14

Site and Key Plan- 3 Story Building,16 Residential Units, 0 Commercial 1/16" = 1' - 0"

ZONING RT-4

Code Matrix

1. I, THE ARCHITECT, CERTIFY THAT TO THE BEST OF MY KNOWLEDGE

THESE PLANS ARE IN COMPLIANCE WITH THE MUNICIPAL CODES

OF CHICAGO.

2. I, THE ARCHITECT, CERTIFY THAT I AM A REGISTERED

ENERGY PROFESSIONAL AND TO THE BEST OF MY

KNOWLEDGE THESE PLANS ARE IN COMPLIANCE W/

CHAPTER 18-13, ENERGY CONSERVATION, OF THE

CHICAGO MUNICIPAL CODE.

Energy Code and Arch Certification

Sheet Index0

1

2

COVER/SCOPE OF WORK/SITE PLAN/DEMO/CODE MATRIX/DETAILS/CERT/INDEX

Scope of Work

3

4

PORCH 1 ELEVATIONS

PORCH 2 PLANS

1.Demo existing porches to below roofline.

Remove roof over existing stairs only. Roof over deck to remain.

2. Replace porches same location with code-compliant configuration,

ie no winders.

4. 16(13-52-110) Railings shall resist a thrust of 200 lbs. See detail C.

5. 33(13-124-320) Guardrails 42" tall with spaces less than 4 inches

between balusters are required. See detail C.

6. Porch landings are less than 150 sf per unit.

(Same as existing configuration.)

PORCH 2 ELEVATIONS/SECTION/GENERAL NOTES

PORCH 1 PLANS/SECTION

A

Site/Key Plan

Zoning Matrix

Code Matrix

Index

Certification

2422-34 W Lunt Condo Assoc

2422-34 W Lunt

Chicago, IL 60645


1.312.493.6775

ISSUED FOR: DATE:

0 POR

CH

REP

LAC

EMEN

T

FOR PERMIT 08.18.08

143.00'

West Lunt Avenue

Lot 5

Lot 4

Lot 3

Lot 2 Lo

t 1

132.

32'

4' 0 1/4"

Alle

y

Indi

an B

ound

ary

Park

7' 0 1/2"

14' 1

1 1/

4"

21' 3

5/8

"

7' 7 5/8"

J. 6x6 Post Foundation Detail

B. Stringer to Beam Connections

F. Beam to Column Connection Detail (Typ.)

2"2"

1 1/

2"4"

1/2" DIAMETER LAG SCREWS 7"LONG, WITH WASHER; PREDRILL 5/16" HOLE

1/2" DIAMETER LAG SCREWS 7"LONG, WITH WASHER; PREDRILL 5/16" HOLE8"X 4"X 1/2" A36 STEEL ANGLE5 1/2" LONG

CL

CL

2X12 BEAM NAILED TOGETHERW/ 2 ROWS 7" APART 16 dNAILS STAGE

N.T.S.

I. 1st Riser Foundation Detail

E. Ledger Board Detail

Strongtie LSSU210Z (TYP.)2x12 Stringer

2x12 Beam

STRONGTIE L90REINFORCED ANGLE EACH SIDE OF 2X12 STRINGER2X 5/8" DIAMETERA307 HEX BOLTSW/ NUT ANDWASHERS @EVERY 12"

2X122X4

Note: All structural steel to be coated with a rust prohibiting

primer (3 mil dry thickness minimum)

L 6x3x3/8 6" LONG EACH SIDE

10x3x3/8 STEEL PLATE, A362" 2" 2" 1/2" DIAMETER HOOKED ANCHOR ROD,

, A36 W/ WASHER AND NUT,

1 " HOOK, EMBED 6" AND FULLY GROUT

2"

EDGE OF ANGLE IS 1/4" INSIDE

FACE OF DOUBLE WYTHE SOLID BRICK WALL

1/4"

NOTE: REMOVE AND REINSTALL

MASONRY FOR BEAM POCKET INSTALLATION

6"

DOUBLED 2X12 BEAM

(2) 1/2" DIAMETER BOLTS

W/ WASHERS AND NUTS

C. Baluster Detail1/2 = 1'- 0"

3' 6

"

3 3/4" TYP.

3 1/

4"3'

1 1

/4"

1 1/

2"

2x4 handrail and top railattached with Strongtie A23 to 6x6 post(typ.)

6x6 post

2x2 baluster attachedto rails w/ galvanizeddeck screws

1"

2x12 beam

3/8" DIAMETER LAG SCREWS 5"LONG, WITH WASHER; (TYP.)PREDRILL 1/4" HOLE

2"2"

APPROVED GALVANIZED STEELHANGARS

2X12 LEDGER BOARD

2X10 JOIST @ 14" TYP.

4" 4"

TYP. LAG BOLT ARRANGEMENT BETWEEN EVERY JOIST

H.Beam Pocket Detail

CO

PYR

IGH

T ®

20

08 m

akeA

RC

HIT

ECTU

RE

1' 0

"2'

6"

1"

3' 6

"

STRONG TIE BASE CBSQ66-SDS2

GROUND CLEARANCE

2" TYP.

2' 0"

CAST-IN -PLACE

2" CONCRETE

PEDESTAL

4 #5 REBAR VERTICAL

#3 REBAR TIES

6x6 POST

CAST-IN -PLACE

2" CONCRETE

FOOTING

3 #5 REBAR

EACH DIRECTION

1' 3"

3 3/4"

5 5/

8"

3' 6

"6

3/4"

1'

10

"

4"4

"4"

5"

5"

5/8" DIAMETER A307 HEX BOLT

W/ NUT AND WASHER

6X6 POST

NOTE: DO NOT PUT COLUMN SPLICE

IN SAME LOCATION AS

BEAM CONNECTION

CL

G. Typical Post Splice Dtl

#5 BAR TOP

AND BOTTOM

2X12 STRINGER

3 Story, Type III-B

16 Unit Residential

Building, RT-4 Zoning

Porch 1 Porch 2

(serves 2 units

per floor)

K. Bracket Detail

2' 7

1/2

"

2' 7 1/2"

2 3/

4"3 3/4"

1' 8

5/8

"

3 3/4"

DECK6X6 POST

2X12 APRON

6X6 BRACE@ 45

DEGREE ANGLE3/8" X 8" LAG SCREW

W/WASHER PERPENDICULAR

TO BRACKET

2 x 1/2" x 8" LONG

CARRIAGE BOLTS

W/ WASHER, NUT & LOCKTITE

FRO

M T

OP

CL

OF

6X6

TO T

OP

OF

2X12

TO CL OF 6X6

N.T.S.

N.T.S.

N.T.S.

1/2 = 1'- 0" 3/8 = 1'- 0" 3/8 = 1'- 0"

10 1/4"

7 5/8"

1"

2 x 12 TREAD

1 x 10 RISER TRIMMED TO FIT

STRONGTIE TAZ STAIRCASE ANGLE

EACH SIDE

D. Typ.Tread & Riser3/4" = 1' - 0"

1. 10(13-160-300) Treads and Risers see Detail D

24" < 2R + T < OR = 27 INCHES PER CODE

2(7.5 ") + 10 1/4" < OR = 27"?

15+10 1/4" = 26 1/4"

24"< 25 1/4" < 27" OK

2. 10(13-160-220) Minimum Stair , than 36 inches Width see sheets 1 and 3

3. 16(13-52-090) Live Loads are 100 lbs/sf live load and 20 lbs/sf

dead load see Details J and F

B4

Strongtie A33 (typ.)

A2

C2 B

2C4

A4

SAVEROOF

DEMOROOF

SAVEROOF

DEMOROOF

Demo Plan1/16" = 1' - 0"L

Remove porch to rooflineRemove roof above stairsonly. Shore up roof abovedeck (typ.)

william huchting and makearchitecture projects

Design