Appearance Commission
Regular MeetingSkokie, IL · July 14, 2021
Agenda
7411 Kostner
A CUSTOM SINGLE STORY FRAMED ADDITION
W/ INTERIOR REMODEL @
7716 N TRIPP AVE. VICINITY MAP: CITY MAP:
ARCH
NSED IT
E
122.64' LI
C
EC
T
16 FT PUBLIC ALLEY
RIZWAN HUSSAIN
EX CONC WALK 001-022520
27.0
13.7 2.6
IS
ST AT O
FRAMED
TRIPP AVENUE
E O L IN
F IL
45.00' 45.00'
GARAGE 12.0 ENERGY COMPLIANT STATEMENT: ABBREVIATIONS
1.5 STORY
BRICK & 34.4
13.7
DEMO EX SCREEN
PORCH COMPLETLEY FRAME
BUILDING EX CONC
19.8
WALK
EX CONC CERTIFICATION STATEMENT:
WALK
ARCH
26.9 SED IT
C EN
T
LI EC
122.64' RIZWAN HUSSAIN
001-022520
IS
ST AT O
E O IN
DEMO SITE PLAN F I LL
SADAY DESIGN STUDIO
1 1" = 10'-0"
ILLINOIS ENERGY CONSERVATION CODE: TABLE R402.1.2
10 N Ashby Way, Bensenville, IL 60106
S O IE IL
7716 N TRIPP
BUILDING CODE INFORMATION
6 76
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122.64'
16 FT PUBLIC ALLEY
EX CONC WALK
24.0 0.25 27.0
ZONING INFORMATION
FRAMED
TRIPP AVENUE
45.00' 45.00'
15.75
GARAGE
1.5 STORY
BRICK & 34.4
2.0
FRAME SYMBOL LEGEND
IRC DESIGN LOADS:
SITE PLAN
EX CONC
NEW 1-STORY
FRAMED ADDITION BUILDING
17.5
NEW 6' TALL WALK
WD FENCE
& CODE
EX CONC
WALK
22.0 0.75 26.9
INFORMATION
122.64'
SHEET LEGEND
NEW SITE PLAN
1 1" = 10'-0"
21-011
NEW DEN
FOR PERMIT
G1.0
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· RIZWAN HUSSAIN
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· · 001-022520
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· ST AT O
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E O L IN
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F IL
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SADAY DESIGN STUDIO
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10 N Ashby Way, Bensenville, IL 60106
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S O IE IL
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7716 N TRIPP
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6 76
·
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GENERAL
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NOTES
21-011
FOR PERMIT
A0.1
RELOCATE EX
ELEC PANEL
DEMO EXISTING MASONRY VENEER
CONSTRUCTION FOR NEW OPENING
(SHORE STRUCTURE AS REQ) DEMO EX NON-LOAD
BEARING WALL
REPLACE EX TILE FLOOR
& SUBSTRATE
ARCH
DEMO & HAUL AWAY EX NSED IT
KITCHEN CABINETS & C E
EX KIT APPLIANCES (CAP FIXTURES) T
LI EC
REPLACE
EX SUNRM EX LIV RM RIZWAN HUSSAIN
BED 5
001-022520
NO WORK
IS
ST AT O
DEMO EX SCREEN PORCH EM E O L IN
COMPLETELY O F IL
D
DEMO
D
O
EM
DEMO & HAUL AWAY
EX EQUIPMENT
DEMO EX BATH BATH
REPLACE EX PLUMBING REPLACE EX PLUMBING
FIXTURES (RE-USE EX FIXTURES (RE-USE EX
ROUGH-INS) ROUGH-INS)
REPLACE EX TILE FLOOR REPLACE EX TILE FLOOR
& SUBSTRATE & SUBSTRATE
EX BED 1 EX BED 2
BED 4
NO WORK
NO WORK NO WORK
SADAY DESIGN STUDIO
DEMO
10 N Ashby Way, Bensenville, IL 60106
S O IE IL
7716 N TRIPP 6 76
p: 847.894.3213 e: haron@sadaydesign.com
EX/DEMO 1ST FLOOR PLAN EX/DEMO 2ND FLOOR PLAN
A 1/4"=1'-0"
A 1/4"=1'-0"
EX/DEMO
FLOOR PLANS
& NOTES
21-011
FOR PERMIT
A1.0
(2) 36"x60"
DBL HUNG EXISTING EXISTING
WD COL TO GAS
FDN
(2) - #4 REBARS @ TOP &
BOTTOM. REFER TO REBAR
DETAIL ON THIS SHEET. REPLACE EX DAMAGED
(2) 11 78" LVL BEAM
WINDOWS. NEW TO FIT IN
DIN RM
(3) 9 14" LVL BEAM
EX OPENING & MATCH STYLE
VINYL FLR
CLG @ 7'-10"
72"x80"
187"x80"
KITCHEN FUR DN DINING RM CLG TO
(DROPPED)
SLIDING
VINYL FLR ALIGN W/ KITCHEN CLG
(FLUSH)
FAM RM
UPPER FIXED
CLG @ 7'-10"
VINYL FLR
FRENCH DOOR CLG @ 9'-0" LIVING RM
LOWER AWNING
NO WORK
30"x30"x12" CONC FOOTING 48" TALL PASS
W/ #4 REBARS @ 12" O.C. THROUGH 3068 4068
EACH WAY
HDR @ 8'-0"
4x4 COL FROM ABV H20
WD COL TO GAS
GAS
FOOTING
8 GREYBOX
LINEN
6
6
EX CONC SLAB-ON GRADE 2 8 FRAME IN EX
6
4 OPENING
2
EGRESS
36"x60"
BATH 1
INSTALL NEW TILE FLR
NEW CONC SLAB-ON GRADE TILE FLOOR 24
6 CLG @ 8'-0"
DBL HUNG
4" CONC SLAB -STEEL TROWEL 8
ARCH
FINISH W/6"x6"x#10 WWM OVER M. BATH
NSED IT
6 MIL VAPOR BARRIER OVER 4" TILE FLR E
PEA GRAVEL. FRAME-IN EX C
CLG @ 9'-0" REPLACE EX PLUMBING T
EXISTING FDN WALL - VERIFY
M. BED
OPENING
FIXTURES IN SAME LOCATIONS
LI EC
DEPTH & THICKNESS OF WALL & INSTALL NEW TILE FLOOR
VINYL FLR RIZWAN HUSSAIN
CLG @ 9'-0"
10" FORMED CONC FDN WALL W/ (2) 001-022520
#5 BARS CONT. TOP AND BOTTOM
OVER 20"X10" CONC. FOOTING 2468 BED 3 BED 2 IS
NO WORK NO WORK ST AT O
36"x60" W.I.C. E O
F IL L IN
VINYL FLR
DBL HUNG
CLG @ 9'-0" FRAME-IN EX
EGRESS
EXISTING
12" LONG #5 REBARS EPOXY SET OPENING
@ 10" O.C. VERTICALLY. (MIN 6"
EMBED INTO EX FDN WALL)
SHELF & ROD
EXISTING EXISTING
NEW FDN PLAN NEW 1ST FLR PLAN
A 1/4"=1'-0"
B 1/4"=1'-0"
SADAY DESIGN STUDIO
2x12 RR @ 16" O.C.
2x10 CJ @ 16" O.C.
BED 5
NO WORK
EX ROOF TO REMAIN AS-IS
10 N Ashby Way, Bensenville, IL 60106
S O IE IL
(ONLY PATCHING IF REQ)
7716 N TRIPP
NEW ROOF STRUCTURE:
- BITUMI ROOFING W/ CANT STRIP
- FIBERGLASS BASE SHEET
- 1 2" PLYWOOD SHEATHING
- SLOPED RIGID INSULATION FOR
6 76
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DRAINAGE (MIN 1" @ END)
- 3 4" CDX PLYWOOD SHEATHING
- 2x12 RR @ 16" O.C.
- KRAFT FACED BATT INSULATION
- 12" DRYWALL, GLUED & SCREWED TO
JOISTS
- PITCH ROOF TOWARDS GUTTERS
BATH 2
TILE FLR
ALUM WRAPPED OVERHANG
W/ CONTINUOUS VENTING
ROOF SLOPE
1
2' PER 12"
REPLACE EX PLUMBING
FIXTURES IN SAME LOCATIONS
& INSTALL NEW TILE FLOOR 2x12 RR @ 16" O.C.
2x10 CJ @ 16" O.C.
LINE OF ADDITION
NEW
BELOW
BED 4
NO WORK
FLOOR PLANS
& NOTES
NEW 2ND FLR PLAN NEW ROOF PLAN
C 1/4"=1'-0"
D 1/4"=1'-0"
· FIREBLOCKING SHALL BE PROVIDED TO · NEW EXTERIOR WALLS TO BE 2x6 STUD FRAMING
CUT OFF ALL CONCEALED DRAFT W/ 12" PLYWOOD SHEATHING, VINYL SIDING ON
OPENINGS (BOTH VERTICAL & EXTERIOR & 21" DRYWALL ON INTERIOR FACE.
HORIZONTAL) AND TO FORM AN
EFFECTIVE FIRE BARRIER BETWEEN
· NEW INTERIOR WALLS TO BE BUILT W/ 2x4 @ 16"
O.C. PROVIDE 12" DRYWALL ON BOTH SIDES OF WALL.
21-011
STORIES, AND BETWEEN A TOP STORY
· PROVIDE NEW PLUMBING FIXTURES @ BATHROOMS.
& THE ROOF SPACE.
PROVIDE NEW WASTE & VENT LINES W/ NEW
· IN COMBUSTIBLE CONSTRUCTION
WHERE THERE IS USABLE SPACE BOTH
ABOVE AND BELOW THE CONCEALED
·
WATER LINES TO FIXTURES AS NECESSARY.
INSTALL NEW HIGH EFFICIENCY FURNACE & WATER
HEATER TO SERVICE RESIDENCE. PROVIDE NEW A/C
FOR PERMIT
UNITS. SEE MECH SHEETS FOR MECH INFO.
SPACE OF A FLOOR/CEILING
· NEW CLOSET TO RECEIVED MELAMINE SHELF & ROD.
ASSEMBLY, DRAFTSTOPS SHALL BE
· NEW TILE FLOOR & UNDERLAYMENT @ BATHROOMS.
INSTALLED SO THAT THE AREA OF A
· NEW VINYL TILE FLOORING @ ALL ADDITION.
A1.1
CONCEALED SPACE DOES NOT EXCEED
· VERIFY SIZE OF EX WATER SERVICE, MIN 1" PIPE &
1000 SF. 3
4" METER.
· ALL WINDOWS IN BATHROOMS ON ALL · INSTALL 12" DRYWALL ON ENTIRE CEILING & FRAME
FLOORS TO BE TEMPERED. DN DINING ROOM AS REQUIRED.
ARCH
NSED IT
E
EX ALUM SIDING TO REMAIN C
T
LI EC
RIZWAN HUSSAIN
EX MASONRY VENEER 001-022520
CONSTRUCTION TO REMAIN
IS
ST AT O
E O L IN
F IL
DEMO EX SCREEN PORCH
COMPLETELY
EX/DEMO NORTH ELEVATION
1 1/4"=1'-0"
SADAY DESIGN STUDIO
10 N Ashby Way, Bensenville, IL 60106
S O IE IL
7716 N TRIPP 6 76
p: 847.894.3213 e: haron@sadaydesign.com
EX ALUM SIDING TO REMAIN
EX MASONRY VENEER
CONSTRUCTION TO REMAIN
EX/DEMO
ELEVATIONS
DEMO EX SCREEN PORCH
COMPLETELY
& NOTES
DEMO EX OVERHANG IN
AREA OF NEW ADDITION
BREAKTHROUGH FOR NEW
OPENING TO ADDITION
DEMO EX WINDOW &
FRAME IN FLUSH
21-011
FOR PERMIT
EX/DEMO SOUTH ELEVATION EX/DEMO WEST ELEVATION
2 1/4"=1'-0"
3 1/4"=1'-0"
A2.0
ARCH
PATCH EX ROOF
NSED IT
SHINGLES AS REQ C E
T
NEW METAL FLASHING
LI EC
WHERE ROOF MEETS WALL
RIZWAN HUSSAIN
001-022520
NEW ALUM WRAPPED IS
OVERHANG ST AT O
E O L IN
F IL
NEW VINYL CORNER TRIM
NEW VINYL LAP SIDING
NEW VINYL TRIM
NEW NORTH ELEVATION
1 1/4"=1'-0"
SADAY DESIGN STUDIO
10 N Ashby Way, Bensenville, IL 60106
S O IE IL
7716 N TRIPP 6 76
p: 847.894.3213 e: haron@sadaydesign.com
PATCH EX ROOF PATCH EX ROOF
SHINGLES AS REQ SHINGLES AS REQ
NEW METAL FLASHING NEW METAL FLASHING
WHERE ROOF MEETS WALL WHERE ROOF MEETS WALL
NEW BITUMINOUS
ROOFING
NEW ALUM WRAPPED
NEW ALUM WRAPPED OVERHANG
OVERHANG
NEW VINYL
CORNER TRIM
NEW VINYL CORNER TRIM
NEW
NEW VINYL LAP SIDING NEW VINYL LAP SIDING
EGRESS EGRESS
NEW VINYL TRIM ELEVATIONS
TEMP
& NOTES
NEW SOUTH ELEVATION NEW WEST ELEVATION
1 1/4"=1'-0"
1 1/4"=1'-0" 21-011
FOR PERMIT
A2.1
1
1/2"=1'-0"
BUILDING SECTION
BUILDING 7716 N TRIPP AT ST
LI
C
SECTIONS S O IE IL RIZWAN HUSSAIN
O
ARCH
6 76 IN
SED
A3.0 21-011 & NOTES E O
L E
N IT
F IL
IS 001-022520 T
EC
FOR PERMIT
SADAY DESIGN STUDIO
10 N Ashby Way, Bensenville, IL 60106
p: 847.894.3213 e: haron@sadaydesign.com
DIN RM
KITCHEN
FAM RM
BED 5
LIVING RM
LINEN
BATH 2
BATH 1 ARCH
NSED IT
C E
T
M. BATH
LI EC
RIZWAN HUSSAIN
001-022520
M. BED
IS
ST AT O
E O L IN
F IL
BED 3 BED 2
BED 4
W.I.C.
1ST FLOOR PLAN 2ND FLOOR PLAN
A 1/4"=1'-0"
B 1/4"=1'-0"
SADAY DESIGN STUDIO
10 N Ashby Way, Bensenville, IL 60106
S O IE IL
7716 N TRIPP 6 76
p: 847.894.3213 e: haron@sadaydesign.com
REFRIGERANT PIPING DIAGRAM
1 N.T.S.
MECHANICAL
FLOOR PLANS
& NOTES
21-011
FOR PERMIT
LOW VELOCITY DUCT FITTING DETAILS
2 N.T.S.
M1.0
4" X 6" VTR. 4" X 6" VTR.
·
BATH 2 ·
3" 2" 2" ·
3"
·
·
SECOND FLOOR ·
·
MASTER BATH KITCHEN BATH 1 MECH ·
·
3" 3"
·
3" 2" 2" 2" 2" 3" 2" 2" 2" 2" ARCH
· NSED IT
C E
T
LI EC
· RIZWAN HUSSAIN
FURNACE
DW WASHER 001-022520
·
FD 4" C/O FIRST FLOOR · ST AT
IS
O
E O L IN
F IL
4" 4" C.I. SANITARY ·
4" WASTE LINE TO CITY
MECH WASTE PIPING ALL WASTE LINES ABOVE GRADE TO BE PVC ·
VENT PIPING ALL VENT LINES ABOVE GRADE TO BE PVC ·
ALL WASTE LINES BELOW GRADE TO BE CAST IRON ·
COLORED PRIMER OR STACK TEST REQUIRED ON ALL PVC PIPING.
·
SANITARY LINE DIAGRAM
1 N.T.S.
·
BATH 2 ·
1
2"
SADAY DESIGN STUDIO
·
1
1 2"
2"
·
10 N Ashby Way, Bensenville, IL 60106
S O IE IL
7716 N TRIPP
SECOND FLOOR
·
MIN WATER SERVICE: ·
1" PIPE SIZE AND
6 76
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·
3 3
4" H&C 4" METER SIZE
MASTER BATH KITCHEN BATH 1 MECH ·
M
3 3
4" H&C 4" H&C SHUT-OFF VALVE ·
1 1 1 1
2" 2" 2" 2" 1 ·
2" PRESSURE & TEMP. RELIEF
1
1 2" VALVE PIPE TO F.D.
2"
1 1 1 1
2" 2" 2" 2" ·
50G WATER
DW WASHER ·
HEATER FIRST FLOOR ·
PLUMBING
·
·
·
COLD WATER PIPE ALL COPPER ABOVE GRADE TO BE TYPE "L".
HOT WATER PIPE
ALL COPPER BELOW GRADE TO BE TYPE "K".
ALL FITTINGS TO BE FORGED COPPER. DIAGRAMS
NO LEAD SODER OR FLUX.
& SCHEDULES
PROVIDE 24" AIR CHAMBERS AT ALL WATER SUPPLIES.
PROVIDE 12" AIR CHAMBERS ON ALL FIXTURES.
SHUT-OFF STOPS AT ALL FIXTURES.
TEMPERED HOT WATER NOT TO EXCEED 110 DEG.
75 LB AIR TEST OR WATER PRESSURE REQUIRED ON ANY NEW
WATER PIPING AT TIME OF ROUGH INSPECTION.
SUPPLY LINE DIAGRAM 21-011
2 N.T.S.
FOR PERMIT
P1.0
DIN RM
KITCHEN
FAM RM
LIVING RM
LINEN
BATH 1
ARCH
NSED IT
M. BATH C E
T
LI EC
M. BED RIZWAN HUSSAIN
001-022520
ELECTRICAL LOAD DIAGRAM IS
BED 3 BED 2 1 N.T.S.
ST AT
E O L IN
O
F IL
W.I.C.
1ST FLOOR ELEC PLAN
A 1/4"=1'-0"
SADAY DESIGN STUDIO
10 N Ashby Way, Bensenville, IL 60106
S O IE IL
7716 N TRIPP 6 76
p: 847.894.3213 e: haron@sadaydesign.com
BED 5
SINGLE LINE ELECTRICAL DIAGRAM
ELECTRICAL
BATH 2
2 N.T.S.
FLOOR PLANS
BED 4 & NOTES
21-011
FOR PERMIT
2ND FLOOR ELEC PLAN
B 1/4"=1'-0"
E1.0
ZONING INFORMATION WORKSHEET
Please provide the following information for all permits involving new single-family dwellings, single-family
additions or accessory structures in the R1 or R2 Single-Family districts.
FORM MUST BE COMPLETED IN FULL.
ADDRESS 7716 tripp
__________________________________________ R-2
ZONING DISTRICT _________________
LOT INFO 45
_________________ 122.64
x _________________ 5516
= _________________ (This # goes on lines 1, 2, and 3)
(LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA)
TOTAL DIFFERENCE BETWEEN
LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED
BUILDING AREA 5516 2206 2190
____________(1) x .40 = ____________
____________(4)
16
+ / - ____________
5516
IMPERMEABLE AREA ____________(2) 2758
x .50 = ____________ 2490
____________(5) 268
+ / - ____________
FLOOR AREA 5516
____________(3) 3309
x .60 = ____________ 2783
____________(6) 526
+ / - ____________
AREA EXISTING AREA NEW AREA PROPOSED
BASEMENT (50% above grade) 0
_______________ + 0
_______________ = _______________(A)
1ST FLOOR (Include attached garage
carport, covered porch, etc)* 1104
_______________ + 586 1690
_______________ = _______________(B)
2ND FLOOR * 593
_______________ + 0
_______________ = 593
_______________(C)
ATTIC (6’-9” OR GREATER)
(2nd Floor top plate to top of roof) 0
_______________ + 0
_______________ = 0
_______________(D)
ACCESSORY BUILDINGS
(Detached garage, shed, etc.) 500
_______________ + 0
_______________ 500
= _______________(E)
DRIVEWAY/APRON 0
_______________ 0
+ _______________ 0
= _______________(F)
SIDEWALK & PATIO 309
_______________ 0
+ _______________ 300
= _______________(G)
* Any ceiling height 16 feet in height or greater will count twice.
PROPOSED BUILDING AREA (Add lines B & E) = 2191
_______________ (This # goes on line 4)
PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 2490
_______________ (This # goes on line 5)
PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 2783
_______________ (This # goes on line 6)
REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:
_______________ x _______________ =_______________ x .30 = _______________ ________________________
(rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard)
Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line.
The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility for any
discrepancies or inaccuracies.
______________________________________________ 5-20-2021
___________________________
Signature Date
______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
R1 SINGLE-FAMILY DISTRICT
Village Code Section
118-111 (3) Building Height
a. Detached residences with a lot width less than 60 feet the structure shall not exceed 28 feet. The distance
from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
b. Detached residences with a lot width between 60 and 85 feet the structure shall not exceed 30 feet. The
distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
c. Detached residences with a lot width greater than 85 feet the structure shall not exceed 32 feet. The distance
from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
* Subject to Appearance Commission Approval
118-111 (5) Front Yard – The minimum front yard shall be 25 feet in depth.
118-74 In the event that 40% or more of the lots fronting one side of a street within a block have established
building setbacks, of a depth other than required for a front yard by the zoning district in which the lot is located,
it will be necessary to check with a building official.
118-111 (6) Side Yards
a. Detached residences with a lot width less than 85 feet – 2 side yards, neither of which is less than 6 feet in
width.
b. Detached residences with a lot width equal to or greater than 85 feet shall have combined side yards equal to
20 percent of the lot width, and neither yard shall be less than 9 feet in width.
e. A yard abutting a street – shall not be less than 17 feet, except if a corner lot of record on the effective date of
his ordinance has insufficient width to provide such yard and still to maintain a buildable width of 20 feet, excluding
he yard along the interior side lot line, then the side yard abutting the street may be reduced in width by the
distance necessary to maintain such buildable width of 20 feet of building.
R2 SINGLE-FAMILY DISTRICT
118-112 (3) Building Height
a. Detached residences with a lot width less than 45 feet the structure shall not exceed 26 feet. The distance
from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
b. Detached residences with a lot width between 45 feet and 60 feet the structure shall not exceed 28 feet. The
distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
c. Detached residences with a lot width greater that 60 feet the structure shall not exceed 30 feet. The distance
from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
* Subject to Appearance Commission Approval
118-112 (5) Front Yard – The minimum front yard shall be 25 feet in depth.
118-74 In the event that 40% or more of the lots fronting one side of a street within a block have established building
setbacks, of a depth other than required for a front yard by the zoning district in which the lot is located, it will be
necessary to check with a building official.
118-112 (6) Side Yards
a. Detached residences with a lot width less than 70 feet – 2 side yards, neither of which is less than 4 feet in
width.
b. Detached residences with a lot width equal to or greater than 70 feet shall have combined side yards equal to
20 percent of the lot width, and neither yard shall be less than 7 feet in width.
e. A yard abutting a street – shall not be less than 10 feet, except if a corner lot of record on the effective date of
this ordinance has insufficient width to provide such yard and still maintain a buildable width of 20 feet, excluding
the yard along the interior side lot line, then the side yard abutting the street may be reduced in width by the
distance necessary to maintain such buildable width of 20 feet.
R1 AND R2 SINGLE-FAMILY DISTRICTS
118-111 (7) Rear Yard
118-112 (7) a. The minimum rear yard shall be 30 feet in depth, or 20% of the depth of the lot, whichever is less.
b. The minimum rear yard for a corner lot shall be 5 feet.
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
SAMPLE
ZONING INFORMATION
st
WORKSHEET
nd
The following sample assumes a 1 and 2 floor addition and an addition to the patio/sidewalk.
If you have any questions please contact the Building/Zoning Division at (847) 933-8223.
ADDRESS ________12345 Oakton Street _________________ ZONING DISTRICT _____R2_________
LOT INFO ______55___________ x ______120_________ = _____6,600_______ (This # goes on lines 1, 2, and 3)
(LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA)
TOTAL DIFFERENCE BETWEEN
LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED
BUILDING AREA ____6,600___(1) x .40 = ____2,640____ ____2,000___(4) + / - ____- 640____
IMPERMEABLE AREA ____6,600___(2) x .50 = ____3,300____ ____2,850___(5) + / - ____- 450____
FLOOR AREA ____6,600___(3) x .60 = ____3,960____ ____2,600___(6) + / - ____- 1,360___
AREA EXISTING AREA NEW AREA PROPOSED
BASEMENT (50% above grade) _____0_________ + _____0_________ = ______0________(A)
1ST FLOOR (Include attached garage
carport, covered porch, etc)* ____1,200______ + _____400_______ = _____1,600______(B)
2ND FLOOR * _____400_______ + _____200_______ = ______600______(C)
ATTIC (6’-9” OR GREATER)
(2nd Floor top plate to top of roof) ______0________ + _______0_______ = _______0________(D)
ACCESSORY BUILDINGS
(Detached garage, shed, etc.) _____400_______ + ______ 0________ = ______400______(E)
DRIVEWAY/APRON ______100______ + _______0_______ = ______100______(F)
SIDEWALK & PATIO _____550_______ + ______200______ = _______750_____(G)
*Any ceiling height 16 feet in height or greater will count twice.
PROPOSED BUILDING AREA (Add lines B & E) = _____2,000_____ (This # goes on line 4)
PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = _____2,850_____ (This # goes on line 5)
PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = _____2,600_____ (This # goes on line 6)
REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:
___55__________ x ____45_______ = ___2,475___ x .30 = ____742.5____ ___400_______________
(rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard)
Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line.
The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility for any
discrepancies or inaccuracies.
______________________________________________ ___________________________
Signature Date
______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
EXISTING SITE PLAN
PROPOSED SITE PLAN
1 STORY
SUNROOM
GREAT DAY IMPROVEMENTS
THESE PLANS AND CONSTRUCTION WILL COMPLY WITH THESE
Village of Skokie adopted codes with local amendments:
• 2012 International Residential Code with Amendments page
•
•
2014 State of Illinois Plumbing Code
2014 National Electric Code with Amendments page
Guralnick Residence
•
•
2012 International Mechanical Code with Amendments page
2012 International Fuel Gas Code with Amendments page 9220 Kostner Avenue
• 2018 International Energy Conservation Code w/Illinois
Amendments
• Current State of Illinois and Federal Accessibility Codes
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
• 2012 International Fire Code with Amendments page GDI - CHICAGO
• 2012 Life Safety Code
• 2012 International Property Maintenance Code 1765 W. CORTLAND COURT SUITE C
LOCATION
DRAWING # DESCRIPTION
1 COVER
2 SOUTH ELEVATION ADDISON, IL 60101
3 EAST & WEST ELEVATIONS
4 CONCRETE PLAN 262-798-0500
5 ELECTRICAL PLAN
MINIMUM DESIGN LOADS: PER 2015 IRC 6 FLOOR PLAN
SUNROOM CATEGORY II (PER 2015 IRC R301.2.1.1.1
7 ROOF PLAN
& AAMA / NPEA / NSA 2100) 8 SYSTEM DETAILS SYSTEM SARA GURALNICK
9 DETAILS
9220 KOSTNER AVENUE
SNOW LOADS: GROUND SNOW LOAD 25 PSF
SKOKIE, IL 60076
ULTIMATE DESIGN WIND SPEED: 115 MPH, 3 SEC. GUSTS
LIVE LOADS:
1. ROOF: 30 PSF JOB # 38219
2. FLOOR: 40 PSF
THIS SUNROOM IS NOT TO BE CONDITIONED
OR USED AS A PERMANENT LIVING AREA.
NOTES:
1. ALLVIEW (AAS) SUNROOM; SANDSTONE IN COLOR - - - -
2. CONSTRUCT SUNROOM ON NEW CONCRETE DATE
3. NO HEAT BY GDI; ELECTRICAL BY GDI THIS SUNROOM AND FOUNDATION HAVE BEEN EVALUATED FOR 6/9/21
4. ALL CONCRETE TO BE 3000 PSI MINIMUM DESIGN LOADS REQUIRED BY THE IRC CODE. THIS INCLUDES ALL DRAWN
PIH
5. THIS SUNROOM IS CONSIDERED AS NON-CONDITIONED SPACE, EXEMPT FROM MATERIALS, COMPONENTS, CONNECTIONS, AND ATTACHMENTS SCALE
ENERGY REQUIREMENTS (PER 2015 IRC SECTION N1102.1, NOTE 2) WHEN CALCULATING THE LOAD REQUIREMENTS. 1/4" = 1'-0"
SHEET
1 OF 9
TEMPERED GLASS WINDOW(S)
3" SUPER FOAM
6" SUPER FOAM ROOF
W/ SCREEN(S)
KNEEWALL(S)
24" 60"
144"
SOUTH ELEVATION
CONCRETE TRENCH
FOOTER
EXISTING CONCRETE
PIH - LOCATION
SCALE DRAWN
DATE SARA GURALNICK
1/4" = 1'-0" - 9220 KOSTNER AVENUE GDI - CHICAGO
SHEET 6/9/21 1765 W. CORTLAND COURT SUITE C
2 OF 9 - SKOKIE, IL 60076 ADDISON, IL 60101
- JOB # 38219 262-798-0500
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - CHICAGO
1765 W. CORTLAND COURT SUITE C
LOCATION
DBL. 1 3/4" x 9 1/2" MICROLLAM DBL. 1 3/4" x 9 1/2" MICROLLAM
LVL CROSS BEAM LVL CROSS BEAM
3" SUPER FOAM WING(S) 3" SUPER FOAM WING(S)
ADDISON, IL 60101
4x4 POST(S) 4x4 POST(S)
6" SUPER FOAM ROOF 6" SUPER FOAM ROOF
262-798-0500
TEMPERED GLASS DOOR(S)
W/ SCREEN(S) TEMPERED GLASS DOOR(S)
W/ SCREEN(S)
84" 84" SARA GURALNICK
9220 KOSTNER AVENUE
SKOKIE, IL 60076
EXISTING CONCRETE EXISTING CONCRETE
JOB # 38219
CONCRETE TRENCH CONCRETE TRENCH
FOOTER FOOTER
144" 144"
WEST ELEVATION EAST ELEVATION
- - - -
DATE
6/9/21
DRAWN
PIH
SCALE
1/4" = 1'-0"
SHEET
3 OF 9
16" LONG #4 REBAR ATTACHED TO
EXISTING W/ EPOXY @ 16" C/C
EXISTING CONCRETE PAD
GRADE
42"
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
CONCRETE TRENCH GDI - CHICAGO
FOOTER
1765 W. CORTLAND COURT SUITE C
LOCATION
ADDISON, IL 60101
12"
EXISTING
SECTION A-A
262-798-0500
SCALE: 1/2" = 1'-0"
EXISTING SARA GURALNICK
EXISTING OPEN CONCRETE EXISTING CONCRETE OPEN
9220 KOSTNER AVENUE
CONCRETE
144"
SKOKIE, IL 60076
A
JOB # 38219
A
195 1/2" OPEN CONCRETE 144" ROOM 68" OPEN CONCRETE
CONCRETE PLAN NEW 12" WIDE x 42" DEEP CONCRETE
SCALE: 1/4" = 1'-0" TRENCH FOOTER
- - - -
DATE
6/9/21
DRAWN
PIH
SCALE
AS NOTED
SHEET
4 OF 9
$ I E EP
SWITCH
EXIT LIGHT
INTERIOR LIGHT
DUPLEX RECEPTACLE
GDI ELECTRICAL SYMBOL LEGEND
ELECTRICAL RACEWAY POST
144"
E
EP $ EP EXISTING
$
144" I
ELECTRICAL PLAN
$
EP EP
PIH - LOCATION
SCALE DRAWN
DATE SARA GURALNICK
1/4" = 1'-0" - 9220 KOSTNER AVENUE GDI - CHICAGO
SHEET 6/9/21 1765 W. CORTLAND COURT SUITE C
5 OF 9 - SKOKIE, IL 60076 ADDISON, IL 60101
- JOB # 38219 262-798-0500
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
144"
EXISTING
144"
FLOOR PLAN
PIH - LOCATION
SCALE DRAWN
DATE SARA GURALNICK
1/4" = 1'-0" - 9220 KOSTNER AVENUE GDI - CHICAGO
SHEET 6/9/21 1765 W. CORTLAND COURT SUITE C
6 OF 9 - SKOKIE, IL 60076 ADDISON, IL 60101
- JOB # 38219 262-798-0500
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
B B
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
6" SUPER FOAM ROOF
GDI - CHICAGO
1765 W. CORTLAND COURT SUITE C
LOCATION
ADDISON, IL 60101
152 1/2"
6" I-BEAMS
LINE OF ENCLOSURE 262-798-0500
WALLS BELOW
(2) 3/8" DIA. LAGS W/ 3" MIN. THREAD
ENGAGEMENT INTO EXISTING STRUCTURAL
SARA GURALNICK
156"
FRAMING @ 16" C/C (12) TOTAL EACH END DBL. 1 3/4" x 9 1/2" MICROLLAM CROSS BEAM
(2) SIMPSON ACE4 POST CAP ROOF PLAN 9220 KOSTNER AVENUE
SKOKIE, IL 60076
JOB # 38219
4x4 POST ATTACHED W/ 3/8" LAG
SCREWS W / 1-1/2" MIN. THREAD
ENGAGEMENT @ 24" C/C
SIMPSON ABA44Z ATTACHED W/ 3/8" x 4"
DEWALT SCREW BOLT +
144"
SECTION B-B - - - -
SCALE: 1/4" = 1'-0" DATE
6/9/21
DRAWN
PIH
SCALE
1/4" = 1'-0"
SHEET
7 OF 9
#8 x 1/2" TEK SCREWS
AT TOP, BOTTOM, (2) #8 x 1" TEK SCREWS
1/3rd UP & 1/3rd DOWN ATTACHING POST TO SILL ANCHORING NOTES:
#10 X 2" COATED MASTER BOTH SIDES ANCHORING NOTES: 3/8" DIA. ANCHOR BOLTS
-GRIP WOOD SCREWS 3/8" DIA. ANCHOR BOLTS 3 1/2" LONG GALV. LAG
AT TOP, BOTTOM, 1/3rd 3 1/2" LONG GALV. LAG SCREWS INTO WOOD; 3"
POST CAP LONG DEWALT SCREW- FLOOR EXPANDER
UP & 1/3rd DOWN SCREWS INTO WOOD; 3"
(2) #8x1/2" TEK SCREWS ATTACHING LONG DEWALT SCREW- BOLT+ INTO CONCRETE, 2 1/2" ANGLE BRACKET
4x4 WOOD MASTER FRAME SET CENTER OF ANCHORS
GANGING POST, MASTER FRAME, & BOLT+ INTO CONCRETE, MASTER FRAME JAMB
POST JAMB AT LEAST 2" FROM EDGE OF
FLOOR EXPANDER (INSIDE & OUT) SET CENTER OF ANCHORS
AT LEAST 2" FROM EDGE OF SUPPORTING MATERIAL 2 1/2" ANGLE BRACKET
3" SUPER FOAM
MASTER FRAME JAMB SUPPORTING MATERIAL POST CAP WING PANEL
(6) #10x3/4" TEK SCREWS
#8x2" TEK SCREWS
PER ANGLE BRACKET
@ 18" C/C ALONG
#8x1" TEK SCREWS @ AV "H" SUPPORT
TOP, BOTTOM, 1/3rd
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
GDI - CHICAGO
UP & 1/3rd DOWN
FLOOR EXPANDER AV "H" SUPPORT
#8x1/2" TEK SCREWS @ MASTER FRAME JAMB
2" WALL EXPANDER AV SD CORNER POST FLOOR EXPANDER
TOP, BOTTOM, 1/3rd UP MASTER FRAME HEAD
& 1/3rd DOWN FLOOR EXPANDER CORNER POST COVER MASTER FRAME JAMB
1765 W. CORTLAND COURT SUITE C
FOAM KNEEWALL TRIM AV E.R. WALL POST
AV GANGING POST #8x1/2" TEK SCREWS @ TOP,
LOCATION
AV E.R. WALL POST
BOTTOM, 1/3rd UP & 1/3rd DOWN
1x3 TUBE SECTION THROUGH MASTER FRAME
HEAD CONNECTION @ FOAM WING
ADDISON, IL 60101
PLAN VIEW OF MASTER FRAME JAMB, AV E.R. WALL PLAN VIEW OF MASTER FRAME JAMBS PLAN VIEW OF MASTER FRAME JAMBS & AV E.R.
POST & WOOD POST CONNECTION @ EXISTING WALL CONNECTION @ GANGING POST WALL POST CONNECTION @ CORNER POST
262-798-0500
SARA GURALNICK
3" SUPER FOAM KNEEWALL
9220 KOSTNER AVENUE
MASTER FRAME SILL
#8x1/2" TEK SCREWS @
#8x1/2" TEK SCREWS EACH GANGING & SPACED
(2) @ EACH GANGING CONCRETE FOUNDATION EQUALLY BETWEEN EACH CONCRETE FOUNDATION
SKOKIE, IL 60076
MASTER FRAME SILL
(INSIDE & OUT) UNIT (INSIDE & OUT)
FLOOR EXPANDER (2) #8x1/2" TEK SCREWS
FLOOR EXPANDER
JOB # 38219
AV "H" SUPPORT @ 18" C/C (INSIDE & OUT)
1/4" DIA.x1- 3/4" TAPCON 1/4" DIA.x1- 3/4" TAPCON
ANCHORS STAGGERED @ 16" ANCHORS STAGGERED @ 16"
C/C ALONG FLOOR EXPANDER C/C ALONG FLOOR EXPANDER 3" SUPER FOAM
BETWEEN UNIT GANGINGS BETWEEN UNIT GANGINGS KNEEWALL
SECTION THROUGH MASTER FRAME SILL SECTION THROUGH FOAM KNEEWALL SECTION THROUGH MASTER FRAME SILL
CONNECTION @ CONCRETE FOUNDATION CONNECTION @ CONCRETE FOUNDATION CONNECTION @ FOAM KNEEWALL
- - - -
DATE
6/9/21
DRAWN
PIH
SCALE
1 1/2" = 1'-0"
SHEET
8 OF 9
#8x1/2" TEK SCREWS @ 24" C/C
1/4-20x8" HWH "BLAZER" SD5 TEK SCREWS TOP & BOTTOM, & @ EACH END
W/ WASHERS ONE @ EACH CORNER POST #8x1/2" TEK SCREWS (2) #8x1/2" TEK SCREWS @
#8x1/2" TEK SCREWS @ EACH GANGING @ SAME SIDE OF I-BEAM #8x1/2" TEK SCREWS (2) @ EACH END & @ 24" C/C
AND @ EACH END (INSIDE & OUT) INTO AV HEADER ARM SILICONE SEALANT
HANGER, (2) @ FASCIA, (2) PANEL CAP
(BOTH SIDES)
6" SUPER FOAM ROOF @ 1/3 POINTS BETWEEN
HANGER & HEADER
SILICONE SEALANT 6" SUPER FOAM ROOF
6" FASCIA
#8x1/2" TEK SCREWS
(2) @ EACH I-BEAM
(TOP & BOTTOM)
6" SUPER FOAM ROOF
AV HEADER ARM 6" OVH
6" FASCIA
THIS DRAWING IS PROPERTY OF GREAT DAY IMPROVEMENTS, LLC., AND DUPLICATION OF THIS DRAWING WITHOUT OUR EXPRESSED WRITTEN CONSENT IS PROHIBITED. ALL RIGHTS RESERVED.
#8x1/2" TEK SCREWS SILICONE SEALANT
GDI - CHICAGO
(2) @ EACH I-BEAM
(1) @ EACH END OF #8x1/2" TEK SCREWS @
HEADER SUPPORT 6" ALUMINUM I-BEAM EACH END, BOTH SIDES
12" OVH (MAX)
1765 W. CORTLAND COURT SUITE C
AV HEADER SUPPORT SECTION THROUGH 6" ROOF 3" SUPER FOAM WING
LOCATION
#10x2" TEK SCREWS CONNECTION @ I-BEAM
MASTER FRAME HEAD
@ 18" C/C
SECTION THROUGH 6" SUPER FOAM ROOF PANEL
CONNECTION @ 3" SUPER FOAM WING PANEL ADDISON, IL 60101
SECTION THROUGH MASTER FRAME & HEADER
262-798-0500
CONNECTION @ 6" SUPER FOAM ROOF
EXISTING SHINGLES
EXISTING SHEATHING
ICE & WATER SHIELD
(MIN. 24" WIDE)
FLASHING
FLASHING
SARA GURALNICK
SILICONE SEALANT
3/4" x 3-1/2" (MIN.) CONTINUOUS SOLID SHIM
EXISTING BRICK HANGER TAB
SILICONE SEALANT
SILICONE SEALANT
9220 KOSTNER AVENUE
HANGER TAB (2) 10d NAILS @ 16" C/C
STAGGERED (4) #8 x 1/2" TEK SCREWS, (2) INTO
SILICONE SEALANT I-BEAM CONNECTING PANELS
(4) #8 x 1/2" TEK SCREWS, (2) INTO BOTH SIDES, TOP, & BOTTOM
SKOKIE, IL 60076
EXISTING RAFTERS
I-BEAM CONNECTING PANELS
(3) 3/8" DIA. LAGS W/ 3" MIN.
BOTH SIDES, TOP & BOTTOM
THREAD ENGAGEMENT INTO
3" SUPER FOAM
JOB # 38219
EXISTING STRUCTURAL FRAMING
@ 16" C/C (16) TOTAL ROOF PANEL
6" PANEL HANGER
3/8" DIA. x 3" LONG GALV. LAG SCREWS @ 16" C/C
6" SUPER FOAM ROOF PANEL (NOTE - MUST HAVE 1 1/2" EDGE DISTANCE)
6" PANEL HANGER (2) 3/8" DIA. LAGS W/ 3" MIN. THREAD
DBL. 1 3/4" x 9 1/2" MICROLLAM ENGAGEMENT INTO EXISTING STRUCTURAL
3/8" DIA. x 3" LONG GALV. LAG SCREWS @ 16" C/C EXISTING LVL CROSS BEAM FRAMING @ 16" C/C (12) TOTAL EACH END
( NOTE - MUST HAVE 1-1/2" EDGE DISTANCE)- WALL
(STAGGER FROM OTHERS LAGS) (2) SIMPSON ACE4 POST CAP
(2) SIMPSON ACE4 POST CAP 4x4 POST
NEW 1-3/4" x 11-7/8" MICROLLAM LVL CROSS BEAM EXISTING BEARING WALL
- - - -
4x4 POST
DATE
6/9/21
SECTION THROUGH 6" SUPER FOAM ROOF & PANEL HANGER DRAWN
SECTION THROUGH 3" SUPER FOAM ROOF, PANEL HANGER
ASSEMBLY CONNECTION @ EXISTING BRICK WALL PIH
ASSEMBLY & LVL BEAM CONNECTION @ OVERHANG CUT OFF SCALE
1 1/2" = 1'-0"
SHEET
9 OF 9
9220 KOSTNER AVENUE
NEW REAR SUNROOM
FRONT/EAST
ELEVATION
REAR/WEST
ELEVATION
SOUTH SIDE
ELEVATION NORTH SIDE
ELEVATION
9220 KOSTNER AVENUE
NEW REAR SUNROOM
HOME TO
NORTH
SUBJECT HOME –
9220 KOSTNER
HOME TO
SOUTH
Carrie Haberstich
From: Rita Zaslavsky <kissfan1123@yahoo.com>
Sent: Tuesday, June 29, 2021 6:57 PM
To: Appearance
Subject: Appearance commission pdf 3855 greenwood
Attachments: Ortega Survey - 3855 Greenwood.pdf; CCF_000227.pdf; 2021.06.22_3855 GREENWOOD_PLOT.pdf
TICE: This message originated from an external source ‐‐ DO NOT CLICK on links or open attachments unless you are sure the content is sa
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2
3
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PAGE 1 OF 18
Appearance Commission Application
OLD ORCHARD MALL, SKOKIE, IL
4999 Old Orchard Road
Suite A2
Skokie, IL 60077
Presented By:
Lucas Stoioff, DineAmic Hospitality, Principal
Ryan Nestor, Barker/Nestor Inc, Managing Principal
June 30th, 2021
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 1 of 18
06.30.2021 PAGE 2 OF 18
LAWLER AVENUE
OLD ORCHARD ROAD
GOLF ROAD
APPEARANCE
REVIEW AREA
SKOKIE BOULEVARD
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 2 of 18
06.30.2021 PAGE 3 OF 18
BAR SIENA
PROPOSED
PATIO AREA
RENOVATION
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 3 of 18
06.30.2021 PAGE 4 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 4 of 18
06.30.2021 PAGE 5 OF 18
WORK AREA
OUTLINE
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 5 of 18
06.30.2021 PAGE 6 OF 18
East Patio
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 6 of 18
06.30.2021 PAGE 7 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 7 of 18
06.30.2021 PAGE 8 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 8 of 18
06.30.2021 PAGE 9 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 9 of 18
VIEW 2 06.30.2021 PAGE 10 OF 18
ADDITIONAL REVEAL
LINE ADDED TO EXISTING
FACADE
EXISTING EIFS FACADE TO
BE PAINTED WITH NEW
PAINT COLOR
REFER TO PAGE 17 FOR
SIGNAGE DETAILS
NEW STEEL STRUCTURAL
CANOPY
EXISTING BRICK FACADE
NEW SLIDING DOORS
NEW GREEN WALL
NEW PLANTER WALL
NEW PORCELAIN TILE
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 10 of 18
VIEW 1 06.30.2021 PAGE 11 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 11 of 18
VIEW 2 06.30.2021 PAGE 12 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 12 of 18
VIEW 3 06.30.2021 PAGE 13 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 13 of 18
VIEW 4 06.30.2021 PAGE 14 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 14 of 18
06.30.2021 PAGE 15 OF 18
Specifications
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 15 of 18
MATERIALS, PRODUCTS, FIXTURE, FURNITURE 06.30.2021 PAGE 16 OF 18
SPECIFICATIONS
1 FIBERGLASS PANELS 6 OUTDOOR CHAIR 11 PENDANT
LOCATION: ROOF COVERING LOCATION: MAIN PATIO DINING LOCATION: EXTERIOR PATIO
MANUF: DIPCRAFT MANUF: RSA SEATING MANUF: QUOIZEL
DIMENSIONS: 39.25” X 10’ PRODUCT: MOM OUTDOOR SIDE PRODUCT: LLE1911WT
COLOR: TRANSLUCENT CLEAR WITH CHAIR COLORS: WESTERN BRONZE
WHITE WOVEN FIBER. 50% FINISHES: BRONZE, RED
LIGHT TRANSMISSION.
MATERIAL: FIRE RETARDANT RESIN FLAME
SPREAD 25 OR LESS 12 CEILING FAN
2 PORCELAIN TILES LOCATION: EXTERIOR PATIO
7 VINYL FAUX LEATHER MANUF: BIG ASS FANS
LOCATION: FLOOR DIAMETER: 5’
MANUF: FIORANESE CERAMICA LOCATION: BANQUETTES FINISH: SILVER
COLLECTION: I COCCI MANUF: TBD QNTY: 5
COLORS: DECO 1, DECO 2 COLOR: RED AND BLACK
DIMENSIONS: 12” X 12”
3 WEATHERED TEAK WOOD 8 LAMINATE TABLE TOP 13 GOOSENECK SCONCE
LOCATION: PLANTER BOXES AND MANUF: BFM SEATING LOCATION: GREEN WALL
LOW HEIGHT WALLS PRODUCT: TRIBECA SQUARE AND MANUF: HI-LITE MFG
MANUF: CUSTOM RECTANGULAR COMPACT FIXTURE: 19” SHADE
LAMINATE TABLE TOP FINISH: BLACK
SIZE: VARIES
COLOR: DRIFTWOOD
9 TABLE BASE
4 GREEN WALL MANUF: BFM SEATING 14 INFRARED PATIO HEATER
LOCATION: EXTERIOR PATIO PRODUCT: MARGATE SQUARE BASE LOCATION: EXTERIOR PATIO
MANUF: CUSTOM DINING HEIGHT MANUF: SUNRAY
SIZE: VARIES
COLOR: BLACK
10 OPERABLE STOREFRONT
5 CONCRETE FLOOR MANUF: SOLAR INNOVATIONS
LOCATION: EXTERIOR PATIO FINISH: ANODIZED ALUMINUM
MANUF: CUSTOM
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 16 of 18
EXTERIOR SIGNAGE SPECIFICATIONS 06.30.2021 PAGE 17 OF 18
SIGNAGE SHOP DRAWINGS ARE AS PART OF DEFER SUBMITTAL
0’-11”
42’-0”
3’-9”
EAST SIGNAGE ELEVATION SIGNAGE SECTION
AREA: 3’-9” * 42’-0” = 157.5 SF
VILLAGE OF SKOKIE ZONING CLASSIFICATION: B4 REGIONAL SHOPPING DISTRICT:
CANOPY SIGNAGE DESIGN CRITERIA:
The surface area of any sign affixed to an awning, canopy or marquee shall not exceed 50 percent of the face to which it is
attached or 100 square feet, whichever is less. No letters shall exceed 18 inches in height, nor shall any logo exceed 20 inches
in height under Sec.82-22.
WALL SIGNAGE AREA DESIGN CRITERIA:
In the B-4 Regional Shopping district, no wall sign shall have a gross surface area in excess of 10 percent of the wall to which
it is applied for major occupants of shopping centers on sites over 80 acres. If more than 1 wall sign is located on a face of a
major occupant building, the gross surface area of all signs shall not exceed 10 percent of wall to which it is applied.
GROSS SURFACE AREA OF THE FACADE PER LEASE: 2500 SF
ALLOWABLE SIGNAGE AREA: 250 SF
PROPOSED SIGNAGE AREA: 157.5 SF
LEASE ALLOWABLE SIGNAGE AREA:
250 SF
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PLAN 06.30.2021 PAGE 18 OF 18
Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 18 of 18
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
WAREHOUSE ADDITION
GENERAL STR CT RAL
5115 SUFFIELD TERRACE.
SKOKIE, IL NOTES
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S0.1
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
FO NDATION PLAN
WAREHOUSE ADDITION
5115 SUFFIELD TERRACE.
SKOKIE, IL
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S1.1
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
LO ROOF FRAMING PLAN
WAREHOUSE ADDITION
5115 SUFFIELD TERRACE.
SKOKIE, IL
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S1.2
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
ROOF AND ME ANINE
WAREHOUSE ADDITION
5115 SUFFIELD TERRACE.
ROOF FRAMING PLAN
SKOKIE, IL SC ED LES
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S1.3
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
WAREHOUSE ADDITION FO NDATION SECTIONS
5115 SUFFIELD TERRACE.
SKOKIE, IL AND DETAILS
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S2.1
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
WAREHOUSE ADDITION FO NDATION SECTIONS
5115 SUFFIELD TERRACE.
SKOKIE, IL AND DETAILS
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S2.2
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
SECTIONS AND DETAILS
WAREHOUSE ADDITION
5115 SUFFIELD TERRACE.
SKOKIE, IL
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S3.1
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
SECTIONS AND DETAILS
WAREHOUSE ADDITION
5115 SUFFIELD TERRACE.
SKOKIE, IL
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S3.2
STUDIO
DOM
ARCHITECTS
910 OAKTON #1
EVANSTON, IL 60202
PH. 224 522 3340
SECTIONS AND DETAILS
WAREHOUSE ADDITION
5115 SUFFIELD TERRACE.
SKOKIE, IL
ISSUED
REVISIONS
1 2 3
Structural Engineers
AP Engineering PC
990 Grove St., Ste. 408
Evanston, IL 60201
phone: 847-328-9983
www.ap-structural.com
AP ENGINEERING PC EXPIRATION DATE
FIRM LICENSE NO. 184.004755-003 04.30.2021
ALEXANDER POLLACK
ILLINOIS LICENSE: 081.005813 11.30.2022
PROJECT/
DIGITAL FILE 2027
SHEET S3.3