william huchting and makearchitecture projects
DESCRIPTION
Here are a few of my projects. Please have a look.TRANSCRIPT
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
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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
3537 N SeeleyChicago, IL 60618
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
The Wharton ResidenceRobert Wharton, Contact
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
3537 N SeeleyChicago, IL 60618
2400 N Lakeview 60614
1.312.493.6775
ISSUED FOR: DATE:
4For permit
The Wharton ResidenceRobert Wharton, Contact
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"
3537 N SeeleyChicago, IL 60618
2400 N Lakeview 60614
1.312.493.6775
ISSUED FOR: DATE:
5PROGRESS
The Wharton ResidenceRobert Wharton, Contact
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
3537 N SeeleyChicago, IL 60618
2400 N Lakeview 60614
1.312.493.6775
ISSUED FOR: DATE:
6FOR PERMIT
The Wharton ResidenceRobert Wharton, Contact
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
100 cfm 4 x10 register
50 cfm 4x8register
50 cfm4x8register
100 cfm 4 x10 register
11"
100 cfm4x10 register
SD 3W
G
100 cfm 4 x10 register
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
2400 N Lakeview 60614
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
2400 N Lakeview 60614
1.312.493.6775ISSUED FOR: DATE:
16FOR PERMIT
203 W Prairie AveWheaton, IL 60187
The Wolford ResidenceLeigh Mikolajczk, Contact
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
203 W Prairie AveWheaton, IL 60187
09.26.08 Floor Plan w/Electrical- 1/2 Floor Addition
William Huchting2400 N Lakeview 60614
1.312.493.6775ISSUED FOR: DATE:
7FOR PERMIT
The Wolford ResidenceLeigh Mikolajczk, Contact
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
2400 N Lakeview 60614
1.312.493.6775ISSUED FOR: DATE:
12FOR PERMIT
The Wolford ResidenceLeigh Mikolajczk, Contact
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
2400 N Lakeview 60614
1.312.493.6775ISSUED FOR: DATE:
13FOR PERMIT
The Wolford ResidenceLeigh Mikolajczk, Contact
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
COPYRIGHT ® 2004 makeARCHITECTURE
2
makeARCHITECTURE
ISSUED FOR:
1806 West Cuyler
3rd Floor
Chicago, IL 60613
1.312.493.6775
DATE:
DemoPlan
REGISTERED ARCHITECT IL LIC 001.018527
WILLIAM P HUCHTING
VALID ONLY IF SIGNED IN INK
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
1.312.493.6775ISSUED FOR: DATE:
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
540 W Briar540 West Briar LLC
1438 W BelmontChicago, IL 60657
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
2400 N Lakeview 60614
1.312.493.6775ISSUED FOR: DATE:
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
540 W Briar540 West Briar LLC
1438 W BelmontChicago, IL 60657
VIEW OF WEST COURTYARD ELEV
2
3
4
5
6
7
8
9
104'
-8"
A3
B3
A4
Enlarged Elevations
2400 N Lakeview 60614
1.312.493.6775ISSUED FOR: DATE:
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
540 W Briar540 West Briar LLC
1438 W BelmontChicago, IL 60657
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.)
makeARCHITECTURE2400 N Lakeview Suite 601Chicago, IL 60614
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
makeARCHITECTURE2400 N Lakeview Suite 601Chicago, IL 60614
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
COPYRIGHT ® 2004 makeARCHITECTURE
3
makeARCHITECTURE
ISSUED FOR:
1806 West Cuyler 3rd Floor Chicago, IL 60613 1.312.493.6775
DATE:
Elevations
REGISTERED ARCHITECT IL LIC 001.018527
WILLIAM P HUCHTING
VALID ONLY IF SIGNED IN INK
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
makeARCHITECTURE2400 N Lakeview 60614
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
makeARCHITECTURE2400 N Lakeview 60614
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.)