Appearance Commission — Skokie, IL
Date: 2021-07-14

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
 p: 847.894.3213 e: haron@sadaydesign.com
 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
 · · ·
· ··
· · ··
·
 · ··
· · ··
 ·
 · ·
· · · ·
· ·
 · ·
· · · ·
· · ·
 · ·
· ·
 · ·
· · ·
· · ·
 ·
· ·
 · ·
 ·
· ·
 ·
 ·
 ·
 · ·
 ·
· ·
 · ·
 ·
· · · ·
 · ·
 · · ·
· · ·
 ·
 · ·
· ·
 · · ·
·
 · ·
· · · ·
 ·
· · · ·
 ·· · ·
 ·· · ·
 ·· · ·
 ARCH
 SED
 ·
 ··
 · ·
 N IT
 ··
 ·
 · ·
 C E
 ·· · · T
·
 ·
 ·
 ·
 ·
 LI EC
 ·
 ·
·
 · ·
 · RIZWAN HUSSAIN
·
 ·
 ·
 · · 001-022520
· · · ·
 · · IS
 · ST AT O
 ·
 E O L IN
· · · ·
 F IL
 ·
 ·
 ·
· ·
 ·
 ·
· · ·
 · ·
 ·
 ·


·
 ·
 ·
 ··
 ·· · ·
 ··
 · · ·
 ·· ·
 ·· · ·
· ··
 · ·
· ·
 ·
 ··
· ··
· · ·
 ·
· · ·
 ·
 · · ·
 ·
·




 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
 · ··
 ·
· ·
 · ··
 ·
 ·
 ·· ·
· ·
 · ··
 · ·
· ·
 ·
 ·
· ·
 · ·
 · · ·
 ·
 ·
· ·
 · ·
· ·
· ·
· ·
 ·
·
·
 ·
· ·
 · ·
 · ℉
· ·




 GENERAL
 · · ℉
· · ·
· ·
· ·
·




 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
 p: 847.894.3213 e: haron@sadaydesign.com
 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
 p: 847.894.3213 e: haron@sadaydesign.com
 ·
 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




 1
2
3
4
 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




Dineamic, Bar Siena | © 2021 Barker Nestor, Inc. - All Rights Reserved | Page 17 of 18
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