Appearance Commission

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 9425 Harding __________________________________________ R1 ZONING DISTRICT _________________ LOT INFO 60 _________________ 130 x _________________ 7800 = _________________ (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 7800 3120 2382 ____________(1) x .40 = ____________ ____________(4) -738 + / - ____________ 7800 IMPERMEABLE AREA ____________(2) 3900 x .50 = ____________ 3741 ____________(5) -159 + / - ____________ FLOOR AREA 7800 ____________(3) 4680 x .60 = ____________ 3966 ____________(6) -714 + / - ____________ AREA EXISTING AREA NEW AREA PROPOSED BASEMENT (50% above grade) 0 _______________ + 0 _______________ = _______________(A) 1ST FLOOR (Include attached garage carport, covered porch, etc)* 1725 _______________ + 657 2382 _______________ = _______________(B) 2ND FLOOR * 1584 _______________ + 0 _______________ = 1584 _______________(C) ATTIC (6’-9” OR GREATER) (2nd Floor top plate to top of roof) 0 _______________ + 0 _______________ = 0 _______________(D) ACCESSORY BUILDINGS (Detached garage, shed, etc.) 0 _______________ + 0 _______________ 0 = _______________(E) DRIVEWAY/APRON 759 _______________ 0 + _______________ 759 = _______________(F) SIDEWALK & PATIO 298 _______________ 400 + _______________ 600 = _______________(G) * Any ceiling height 16 feet in height or greater will count twice. PROPOSED BUILDING AREA (Add lines B & E) = 2382 _______________ (This # goes on line 4) PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 3741 _______________ (This # goes on line 5) PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 3966 _______________ (This # goes on line 6) REAR YARD COVERAGE FOR ACCESSORY BUILDINGS: N/A _______________ 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. ______________________________________________ ___________________________ Signature Date ______________________________________________ ___________________________ Reviewed by Community Development Department Date VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC East FRONT / WEST ELEVATION & ADJACENT RESIDENCES • REAR / WEST ELEVATION & ADJACENT RESIDENCES  Land S al ur ion ve R.E. DECKER s y s lli noi e I rs (1933-1999) s o Th sociat Pr ion R.G. PAVLETIC As P.L.S. 035-3261 o fe Legend CH ARTE ED 1928 R - Proposed Contour - Existing Contour Utility Color Code: Communications MEMBER R. E. DECKER, P.C. 762.65 - Proposed Elevation - Electric LAND SURVEYORS 762.2 - Existing Elevation - Gas The Meridian is assumed but - Sanitary 114 E. COOK AVE., LIBERTYVILLE, ILLINOIS 60048 reflects the record Subdivision 10" - Existing Deciduous Tree - Storm or Deed, except when noted. with Trunk Diameter - Water 847-362-0091 FAX 847-362-0119 deckersurvey@gmail.com 10" - Existing Conifer with Trunk Diameter Utility markers and lines OF x - Remove Tree shown in corresponding colors - Wood Utility Pole LOT 5 IN FLORAL AVENUE RESUBDIVISION BEING A SUBDIVISION IN THE WEST HALF OF THE SOUTHEAST QUARTER - Underground Utility OH - Overhead Utility line OF SECTION 21, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN,RECORDED SEPTEMBER 30, 2014 Marker - downspout with splash DOCUMENT 1427322030 IN COOK COUNTY, ILLINOIS. - downspout connected Commonly known as: 8154 FLORAL AVENUE, SKOKIE, ILLINOIS. A V EN U E ALLEY E A SEM E N T SID EW A LK WALK SET 5/8"IRON ROD 9. SET 5/8"IRON ROD 47' 3.88' 8.12' WALK AT CORNER REC. =148. 37'S89°09' 59"E AT CORNER GRAVEL IS 0.60' WEST S89°09' 59"E 12 FOOT SIDEWALK IS 0.15' EAST EASEMENT 148. 37' 6.0' 97.0' RE C. =31. 6.00' 2. 07' 88'N 00°50' 2. 00' 2. 00' S00°50' 1 . 90' 29.30' 01"W 24.90' 1 5.92' 01"E 12.40' N 00°50' 3.85' 31. 4.15' 88' 01"E P OR CH 31. 88' 5 20. 42' 3 STORY R OOFED FRAME 1 8.00' CU R B RESI DENCE #8154 4729.9 SQ.FT. 2ND STORY W OOD R EC. 2. 25' =31.88'S00°50' 3. 35' WOOD LANDING 7.37' 1 . 25' 01"W REC. =4729. 9 SQ. FT. CON CR ETE 13.72' A/C 7.40' 20.68' 4. 40' 3. 67' 14.80' ROOFED 3. 68' 4. 1 90' 16.63' PORCH 5.92' WALK A/C WALK 148. 37' SET 5/8"IRON ROD N89°09' 59"W AT CORNER C REC. =148. 37'N89°09' 59"W C O O C 0 NC O GRAVEL IS 1.0' WEST C 0 NC 0 NC O .7 R 0 NC R .7 R CON CR ETE G G .8 0 .7 R A 0 E R E E A 0 E S ' T 5 E SET 5/8"IRON ROD 1. R 2 R ' T 'N TE I N E ' T 9 A N E 0 N 4 .0 A R O R .7 D E O E AT CORNER ' GE O G E IS R IS O ' S T 7 E R IS ' NC T R IS S S 0 I H SIDEWALK IS 0.15' EAST O O T .8 D E S H T IS U I 5 ' NC E H U H O T T S F OOT SO E U IS H H T F LO RA L U IS T H H 6 FOOT 16 66. 00'R. O.W. JANUARY 8, 2016 # Scale, 1"=20 ft. Field Work Completed on: ORDER 16-005 Legend LLAND STATE OF ILLINOIS MIKE BOYD, ATTY. PROFE O NA SU COUNTY OF LAKE } ss ORDERED BY YOR N. = North SS FOR VE S. = South R.G. PAVLETIC This Professional service conforms to the current I R E. = East Illinois minimum standards for a "Boundary Survey." W. = West 035-3261 N.W. = Northwest Libertyville, A IS R. E. DECKER, P.C. Illinois ST N.E. = Northeast O S.E. = Southeast T E N NAL DESI G I IO OF LL I S S N S.W. = Southwest By: SE AL PRO P.O.B. = Point of Beginning FE R.E. DECKER, RM FI expires 11-30-14 ED Professional Land Surveyor IS SQ.FT. = Square Feet RA LI D P.C. A VA UT T 184-3086 R.O.W. = Right of Way Compare the Description on this Plat with your Deed and Title; also compare all stakes to THO NO WI IS Libertyville, IL Doc. = Document AT A IS this Plat before building by them, and report any differences at once. PL Rec. = Recorded as ST T O Dimensions are shown in feet and decimal partsRefer thereof. to Title, Covenants E IN Meas. = Measured LL OF I or Building Department for additional Easements, Setbacks or Restrictions which may exist. T.F. = Top of Foundation expiires 4-30-17  18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 a EXIST'G STORM INLET 148.36' EXIST'G WALK 16' PUBLIC ALLEY 20'-0" 26'-10" architect: ac FLORAL AVE EXIST'G CONC APRON b EXIST'G 2 CAR 31.88' 31.88' REMOVE EXISTING DRIVE REMOVE EXISTING DRIVE GARAGE ON EXIST'G 3 STORY FRAME RESIDENCE architects 20'-0" TO ALLOW FOR TO ALLOW FOR INSTALLATION OF NEW INSTALLTION OF 537 SF GROUND LEVEL ROOFED 4840 main street | skokie illinois 60077 PORCH office 847 . 829 . 0801 | fax 847 . 763 . 8708 GARAGE PERMEABLE PAVERS info@acarchitects.net | www.acarchitects.net project name: NEW GARAGE ROOFED PORCH c project address: EXIST'G STORM 8154 FLORAL AVE INLET EXIST'G WALK AND STAIR EXIST'G WALK SKOKIE, IL owner: 148.36' JEREMY LIN IMPERMEABLE AREAS PER APPROVED DRAWINGS IMPERMEABLE AREAS PER FIELD MESURMENTS consultants: 1FLR BLDG AREA: 1,600 SF 1FLR BLDG AREA: 1,600 SF FRONT COVERED PORCH: 112 SF FRONT COVERED PORCH: 112 SF FRONT COVERED ENTRY: 44 SF FRONT COVERED ENTRY: 39 SF FRONT SIDEWALK: 111 SF FRONT SIDEWALK: 118 SF d REAR SIDEWALK: 136 SF REAR SIDEWALK AND STAIR: 177 SF DRIVEWAY: 888 SF DRIVEWAY: 940 SF CONCRETE APRON: 160 SF TOTAL IMPERMEABLE AREA: 2,891 SF TOTAL IMPERMEABLE AREA: 3,146 SF IMPERMEABLE AREAS: 255 SF OVER PROPOSED PERMABLE PAVERS AREA OF MIN 510 SF e 1 EXIST'G/DEMOLITION SITE PLAN 1" = 10'-0" NOTE: DOWN SPOUTS TO DISCHARGE TO REAR OF PROPERTY ADDRESS NUMBERS REQUIRED ON ALLEY SIDE OF GARAGE. issue: f SITE PLAN NOTES: EXIST'G STORM THE SITE PLAN CONTAINED IN THIS SET OF DRAWINGS SHALL BE CONSIDERED SCHEMATIC ONLY, AND WILL IN FACT BE USED TO COMMENCE THE ARCHITECTURAL APPROVAL AND SITE ENGINEERING INLET 148.36' EXIST'G WALK 16' PUBLIC ALLEY PHASES OF THE WORK ONLY LINE OF WOOD STAIRS DS TO 2ND FLOOR FLORAL AVE UNDERGROUND UTILITY NOTE: EXIST'G CONC APRON THE CONTRACTOR SHALL NOTIFY THE LOCAL UTILITY NOTIFICATION / LOCATION SERVICE AT LEAST 48 HOURS BEFORE COMMENCING AND DIGGING WORK ON AREAS WITH UNDERGROUND UTILITY PROPOSED EXIST'G 2 CAR 31.88' 31.88' FACILITIES SO THAT ALL NECESSARY ON SITE STAKING OR MARKINGS CAN BE ACCOMPLISHED. 2-CAR GARAGE 537 SF PERMEABLE GARAGE ON EXIST'G 3 STORY FRAME RESIDENCE g 20'-0" EROSION CONTROL PROVISION: PAVERS w/ 2ND FLOOR GROUND LEVEL ROOFED PORCH IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROPERLY CONTROL EROSION COACH HOUSE ON THE JOB SITE THROUGH THE USE OF HAY BAILS, FILTER FABRICS OR OTHER MEASURES AS MAY BE REQUIRED ALL SITUATIONS OF PIPELINES, STRUCTURES OR DITCHES SHALL BE CLEANED AND MAINTAINED BY THERE CONTRACTOR UNTIL SUCH TIME AS A FINAL OCCUPANCY PERMIT HAS BEEN OBTAINED. AFTER OCCUPANCY, THE ABOVE RESPONSIBILITIES SHALL SHIFT TO AND BE ASSUMED BY THE OWNER ROOFED DS EXIST'G WALK PORCH STREET CLEANING PROVISION: 5'-0" 20'-0" IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEANUP EXIST'G WALK ALL PAVED AND UNPAVED SURFACES WITHIN AND OUTSIDE THE PROJECT AREA AND ANY GRAVEL, h MUD OR DEBRIS WHICH MAY BE PLACED THERE BY TRAFFIC INTO OR OUT OF JOB SITE. NEW UNDERGROUND EXIST'G STORM revisions: HARD SURFACE NOTE: INLET SANITARY SEWER WATER LINE AND 148.36' ELECTRICAL CIRCUIT ALL HARD IMPERVIOUS SURFACES TO SLOPE AWAY FROM HOUSE. VERIFY LOCATION TO MEET ALL PROPOSED SITE PLAN CODE REQUIRED SEPARATIONS 2 1" = 10'-0" LEGEND : COMBINED SEWER STORM SEWER SANITARY SEWER k WATER MAIN ELECTRIC CONDUIT 3 CHANGES PER OWNER REQUEST 02.16.2021 2 PERMIT REVIEW CORRECTIONS 07.28.2020 3" PERVIOUS PAVERS 1 PERMIT SUBMITTAL 07.21.2020 # description date m project: 1018 drawn: JZ,AK date: 07/21/2020 1" SAND SETTING BED checked: - scale: As indicated 6" COMPACTED CA-6 sheet: 1'-6" SITE PLANS 8" CLEAN AGREGATE BASE CA-7 GEOTEXTILE n SUBGRADE architects 2019 PERMABLE PAVERS INSTALATION DETAIL 3 1 1/2" = 1'-0" o drawing: A1.00  18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CAISSONS a MIN. 8" DIA. 42" DEEP 2" ABOVE GRADE 4X4 PSL COL 4X4 WD POSTS W/ SW22X7X4 TO SUPPORT BEAM BOLT-DOWN POST BASE BY SIMPSON A1.02 ABOVE (TYP. FOR 2 POSTS) (2)2x6 STRONG TIE 20'-0" 4 2X6 @16"O.C. (3) 2x4 GLUED & W/DIAGONAL ac NAILED '-8 " 1" -0 1X6 DECKING 3'-22 4'-6" "x architect: 3' 6 2x6 LEDGER b 2'-0" 2'-0" (2)2x6 WOOD STAIRS ABOVE SW22X7X4 BY SIMPSON 8" DEPRESSED FND WL architects 4840 main street | skokie illinois 60077 2x12 JOISTS (3) 2x4 GLUED & 1'-8" office 847 . 829 . 0801 | fax 847 . 763 . 8708 16'-0"x 7'-0" OVERHEAD ALUMINUM GARAGE DOOR info@acarchitects.net | www.acarchitects.net 3 1/2" x 11 1/4" LVL NAILED EQ @ 12" O.C. project name: NEW GARAGE SLOPE 16'-0"x 7'-0" ALUMINUM DOUBLE-SWING c project address: 5" CONCRETE SLAB W/ 6 x 6 x 1.4 x W 1.4 WWF OVER 8154 FLORAL AVE UNEXCAVATED SKOKIE, IL 20'-0" 1 6 MIL VAPOR BARRIER 1 4" COMPACTED GRAVEL FILL A2.02 3 1/2" x 11 1/4" LVL A2.02 3 A1.02 owner: 16'-0" 16'-0" JEREMY LIN GARAGE DOOR A1.02 1 consultants: EQ DEPRESSED DEPRESSED d (3) 2x4 GLUED & FND WL FND WL NAILED (3) 2x4 GLUED & NAILED SW22X7X4 SW22X7X4 BY SIMPSON BY SIMPSON STRONG TIE STRONG TIE 2'-0" 2'-0" 4X4 PSL COL TO SUPPORT BEAM ABOVE 2 2 2 A2.02 A2.02 e A1.02 PROPOSED GARAGE FOUNDATION PLAN 2 1 1/4" = 1'-0" 1/4" = 1'-0" WINDOW SCHEDULE ALL NEW INTERIOR WALLS TO BE 2x4 WOOD STUD AND PLUMBING WALLS TO BE 2X6 WOOD STUD UNLESS OTHERWISE NOTED issue: MARK QTY WIDTH HEIGHT COMMENTS f PROVIDE 5/8" GYP. BD FOR ALL INTERIOR WALLS UNLESS OTHERWISE NOTED. 1 4 4'-0" 1'-6" FIXED 2 3 2'-8" 2'-3" FIXED 3 8 2'-8" 3'-8" CASEMENT ROOF NOTE: 1. PROVIDE ALUMINUM FLASHING AND COUNTER FLASHING AT ALL ROOF / WALL JUNCTIONS. 2. PROVIDE 3'-0" MIN. OF ICE AND WATER SHIELD AT ALL OVERHANGS AND VALLEYS. 3. USE LEAD FLASHING ON VENTS PIPES THROUGH ROOF. 4. ALL RAIN WATER FROM ALL BUILDING OR STRUCTURAL ROOFS SHALL BE COLLECTED BY GUTTERS OR DRAINPIPES WHICH DISCHARGE INTO DOWNSPOUTS ONTO A HARD SURFACE. 5. PROVIDE ROOF VENTS. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THEN 1 TO 150TH OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO 1 TO 300TH PROVIDED AT LEAST 50 PERCENT AND NOT g MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FT ABOVE EAVE OR CORNICE VENTS. 4'-0" A1.02 A1.02 A1.01 4X4 PSL COL DOWN TO FOUNDATION AND UP 7 4 4 1'-0" 16R@7 1/2" TO SUPPORT BEAM DN 15T@11" 3'-4" ABOVE DS 1'-0" h (2)2x6 revisions: 6'-8" " "x "x -0 4'-43 6'-8 3' 4" " 4' -0 '-8 x6 0" -1 EQ 2' 2X10 RAFTERS 2X10 RAFTERS 9'-0" 2'-0" 4'-0" @ 16" O.C. @ 16" O.C. (2) 2x6 HEADER W/ (2) 2X4 (2) 2x6 HEADER W/ (2) 2X4 k SPLIT ROOF RAFTERS SUPPORT 1 1 3 1/2" x 11 1/4" LVL A2.02 A2.02 BETWEEN WINDOWS BETWEEN WINDOWS 3 A1.02 3 A1.02 3 CHANGES PER OWNER REQUEST 02.16.2021 A1.02 1 A1.02 1 SEE SECTION FOR MORE INFO 2 PERMIT REVIEW CORRECTIONS 07.28.2020 1 PERMIT SUBMITTAL 07.21.2020 2x8 ROOF JOISTS 2x8 ROOF JOISTS # description date 10'-0" EQ @ 16" O.C. @ 16" O.C. m project: 1018 drawn: JZ, AK date: 07.21.2020 checked: - scale: As indicated sheet: (2)2x6 (2)2x6 PROPOSED PLANS DS 4'-6" 4'-6" 4X4 PSL COL 2 2 2 DOWN TO 2 n A2.02 A2.02 FOUNDATION AND UP A1.02 TO SUPPORT BEAM A1.02 ABOVE 2ND FLOOR PLAN ROOF PLAN 3 4 1/4" = 1'-0" 1/4" = 1'-0" architects 2019 o drawing: A1.01  18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 a T.O. PLATE T.O. PLATE b architect: ac architects 4840 main street | skokie illinois 60077 WOOD STAIRS office 847 . 829 . 0801 | fax 847 . 763 . 8708 36" HT. WOOD GUARD AND info@acarchitects.net | www.acarchitects.net 34" HT. WOOD HAND RAIL w/ project name: SPINDLES @ 4" o.c. NEW GARAGE 11'-3" 3 3 DECK FRAMING 11'-3" 4x4 TREATED COLUMNS 2x6 TREATED JOISTS c project address: DECK CAISSONS 8154 FLORAL AVE MIN. 8" DIA. 42" DEEP SKOKIE, IL 26'-7" WITH 2" ABOVE GRADE 26'-7" owner: JEREMY LIN T.O. 1ST FLOOR T.O. 1ST FLOOR T.O. PLATE T.O. PLATE consultants: d 9'-7" 9'-7" T.O. FOUNDATION WALL T.O. FOUNDATION WALL 6" 6" e 3'-0" 3'-0" 10" 10" South North issue: f EAST ELEVATION SOUTH ELEVATION 4 5 1/4" = 1'-0" 1/4" = 1'-0" g Owens Corning Oakridge Architectural Shingles Color: Teak h Matches existing house revisions: ASPHALT 1 1 1 1 SHINGLE ROOF T.O. PLATE James Hardie Board 6” Siding Color: Timber Bark Matches existing house 2 2 2 T.O. PLATE James Hardie Board Trim WHITE TRIM Color: Timber (TYP.) Bark k 3 3 3 3 3 3 11'-3" SIDING James Hardie Board 6” Siding TYPE AND COLOR 7'-41" 2 Color: Soft Green TBD BY OWNER Matches existing house 26'-7" 26'-7" 3 CHANGES PER OWNER REQUEST 02.16.2021 2 PERMIT REVIEW CORRECTIONS 07.28.2020 1 PERMIT SUBMITTAL 07.21.2020 James HardieWHITE Board Trim T.O. 1ST FLOOR T.O. 1ST FLOOR TRIM # description date T.O. PLATE Color: Timber (TYP.)Bark T.O. PLATE m project: 1018 SIDING drawn: JZ date: 07.21.2020 James HardieTYPE Board 6”COLOR AND Siding Color: Timber Bark TBD BY OWNER checked: - scale: As indicated Matches existing house sheet: 9'-7" 9'-7" PROPOSED ELEVATIONS DBL SWING OVERHEAD GARAGE DR GARAGE DR n T.O. FOUNDATION WALL T.O. FOUNDATION WALL 6" 6" 3'-0" 3'-0" architects 2019 10" 10" East West o WEST ELEVATION NORTH ELEVATION 6 1/4" = 1'-0" 7 1/4" = 1'-0" drawing: A1.02  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 4110 W. Enfield Avenue __________________________________________ ZONING DISTRICT R-1 _________________ LOT INFO 60.00' _________________ 7920.89 IRREGULAR = _________________ x _________________ (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 7920.89 3168.36 ____________(4) 2658.00 ____________(1) x .40 = ____________ 510.36 + / - ____________ 3960.45 3325.03 7920.89 x .50 = ____________ IMPERMEABLE AREA ____________(2) ____________(5) 635.42 + / - ____________ FLOOR AREA 4752.53 4556.68 7920.89 x .60 = ____________ ____________(3) ____________(6) 195.85 + / - ____________ AREA EXISTING AREA NEW AREA PROPOSED BASEMENT (50% above grade) 0 _______________ + 0 _______________ = _______________(A) ST 1 FLOOR (Include attached garage carport, covered porch, etc)* 2658.00 _______________ + 2658.00 _______________ = _______________(B) 2 ND FLOOR * _______________ + 1898.68 _______________ = 1898.68 _______________(C) ATTIC (6’-9” OR GREATER) (2nd Floor top plate to top of roof) 0 _______________ + 0 _______________ = 0 _______________(D) ACCESSORY BUILDINGS (Detached garage, shed, etc.) 0 _______________ + 0 _______________ 0 = _______________(E) DRIVEWAY/APRON 413.46 _______________ + _______________ = _______________(F) SIDEWALK & PATIO 693.36 _______________ (-26.33) = _______________(G) + _______________ 667.03 * Any ceiling height 16 feet in height or greater will count twice. PROPOSED BUILDING AREA (Add lines B & E) = 2658.00 _______________ (This # goes on line 4) PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 3325.03 _______________ (This # goes on line 5) PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 4556.68 (This # goes on line 6) _______________ REAR YARD COVERAGE FOR ACCESSORY BUILDINGS: 60.00 26.41 1584.60 _______________ x _______________ =_______________ x .30 = _______________ 475.38 0 ________________________ (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. ______________________________________________ 4-30-21 ___________________________ Signature Date ______________________________________________ ___________________________ Reviewed by Community Development Department Date VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC          IMPACT FLORAL BUILDING DATA - MULTI-FAMILY RESIDENTIAL BUILDING SITE AREA: 13,575 S.F. (0.31 ACRES) PROJECT ADDRESS: IMPACT FLORAL 8047 FLORAL AVE. BUILDING SQUARE FOOTAGE (GROSS S.F.): SKOKIE, IL 60077 1ST FLOOR: 5,970 S.F. (RETAIL SF. = 2,000 SF.) DEVELOPMENT TEAM: 2ND FLOOR: 5,970 S.F. SPONSOR 3RD FLOOR: 5,970 S.F. IMPACT BEHAVIORAL HEALTH 2100 RIDGE AVE., SUITE G320 TOTAL: 17,910 S.F. EVANSTON, IL 60201 ARCHITECT DWELLING UNITS (APARTMENTS): WORN JERABEK WILTSE ARCHITECTS, P.C. 401 W. SUPERIOR ST., SUITE 400 UNITS ACCESSIBLE ADAPTABLE SENSORY CHICAGO, IL 60612 ONE BEDROOM 16 2 2 1 GENERAL CONTRACTOR TOTAL DWELLING UNITS: 16 2 2 1 SYNERGY CONSTRUCTION GROUP 2037 W. CARROLL ST. CHICAGO, IL 60612 UNITS PER ACRE: 51.6 PROPERTY MANAGER BUILDING HEIGHT: 3 STORIES, 35'-0" (TOP OF ROOF) IMPACT BEHAVIORAL HEALTH 2100 RIDGE AVE., SUITE G320 PARKING SPACES (PROVIDED): EVANSTON, IL 60201 21 (INCLUDING 2 ACCESSIBLE) SPACES PER UNIT: 1.3 NOTES: GROSS SQUARE FEET INCLUDES THE FACE-TO-FACE EXTERIOR OF BUILDING, BUT DOES NOT INCLUDE OPEN QUARTERS, BREEZEWAYS AND BALCONIES APPLICABLE CODES BUILDING CODES: - 2012 INTERNATIONAL BUILDING CODE, INCLUDING APPENDICES AND VILLAGE OF SKOKIE AMENDMENTS - 2012 INTERNATIONAL MECHANICAL CODE - 2012 INTERNATIONAL FIRE CODE - 2012 INTERNATIONAL FUEL GAS CODE - 2014 NATIONAL ELECTRIC CODE - NFPA 10, 13 AND 72 - ASME ELEVATOR CODE A17.1-90 - STATE OF ILLINOIS PLUMBING CODE, CURRENT EDITION - 2018 INTERNATIONAL ENERGY CONSERVATION CODE, WITH ILLINOIS AMENDMENTS ACCESSIBILITY CODES: - FEDERAL FAIR HOUSING AMENDMENTS ACT (FHAA) - UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) - ILLINOIS ACCESSIBILITY CODE (IAC) - ANSI A117.1, CURRENT EDITION - AMERICANS WITH DISABILITIES ACT ARCHITECTURAL GUIDELINES (ADAAG) DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  BROWN STREET EXISTING CURB/ISLAND TO BE NEW CURB/ISLAND REMOVED NO SETBACK REQUIRED (3) NEW SPACES AREA SHOWN SHADED DEDICATED TO THE VILLAGE OF SKOKIE RETAIL 141.32' (LOT) ENTRY 30"(H) MAX. BRICK P L P L SCREEN WALL 3'-0" 15'-0" REQUIRED SIGHT (3) DISTANCE TRIANGLE EXISTING BUILDING TO BE 1ST FLOOR RETAIL REMOVED IN ITS ENTIRETY 2,000 S.F. P L P L EXISTING BUILDING APPROXIMATE LOCATION OF NEW FIRE HYDRANT 96.06' (LOT) EXISTING BUILDING TO BE REMOVED IN ITS ENTIRETY FLORAL AVENUE 96.06' (LOT) PUBLIC ALLEY RES. ENTRY 3-STORY MIXED USE RES. BUILDING (7) ENTRY (16 DWELLING UNITS) RESIDENTIAL PARKING EXISTING TRASH ROOM EXIT - 15 SURFACE SPACES BUILDING - 3 ALLEY SPACES - 3 STREET SPACES AREA SHOWN SHADED DEDICATED TO THE VILLAGE OF SKOKIE BOLLARD, TYP. 21 PARKING SPACES (TOTAL) SETBACK LINE, TYP. - SEE SITE DETAILS APPROXIMATE LOCATION P L (8) P L OF 2.5" SIAMESE CONNECTION MOUNTED 2'-0" @36"(H) ABOVE GRADE 50'-0" NO SETBACK REQUIRED P L P L 141.35' (LOT) EXISTING EXISTING BUILDING BUILDING N SITE PLAN A SCALE: 1" = 20' 0 10' 20' 40' DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  COMMERCIAL/RETAIL COMMUNITY ROOM 121 A: 1,474 sq ft 117 A: 583 sq ft UP W.C. W.C. TRASH ROOM 121A 121B 121D A: 56 sq ft A: 56 sq ft A: 114 sq ft STAIR #2 119 KITCHEN 117A A: 244 sq ft RE F MECHANICAL ELEV. LOBBY ELEV. 121C 116C A: 84 sq ft A: 91 sq ft LIBRARY/LOUNGE 105 COMPUTER A: 161 sq ft ROOM 106 A: 84 sq ft VESTIBULE 102 MAIL AREA A: 56 sq ft 104 A: 79 sq ft CORR. 116B A: 100 sq ft VESTIBULE LOBBY DR 101 103 BIKE ROOM A: 59 sq ft 112 A: 104 sq ft DR A: 73 sq ft LAUNDRY 111 W A: 99 sq ft W OFFICE WAITING TRASH ROOM 107A 107 W.C. 113 A: 91 sq ft 110 A: 166 sq ft A: 40 sq ft A: 56 sq ft CORR. 116A OFFICE J.C. A: 155 sq ft 107B 109 A: 129 sq ft A: 41 sq ft FITNESS ELECT. 114 114A A: 122 sq ft A: 59 sq ft MECHANICAL 108 A: 186 sq ft STORAGE 115 A: 320 sq ft UP STAIR #1 118 N 1ST FLOOR PLAN A SCALE: 3/32" = 1'-0" 0 8' 16' 24' DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  VTACVTAC VTAC F UNIT TYPE 6 UNIT TYPE 6 UNIT TYPE 7 206-306 207-307 DW 208-308 UNIT TYPE 5 1-BR 1-BR 1-BR 205-305 A: 527 sq ft A: 528 sq ft A: 526 sq ft 1-BR CONDUIT FOR FUTURE A/V ADAPTABLE A: 531 sq ft O.H. RE F RE DW DW DW RE F F RE UP STAIR #2 214-314 CORR. ELEVATOR VTACVTAC 211-311 DN LOBBY A: 286 sq ft 210-310 A: 118 sq ft J.C. ELEV. 212-312 A: 84 sq ft F UNIT TYPE 3 204-304 1-BR A: 537 sq ft RE SENSORY IMPAIRED VTAC DW F UNIT TYPE 1 DW 203-303 1-BR RE A: 531 sq ft UNIT TYPE 2 202-302 1-BR RE A: 564 sq ft CORR. TYPE A 209-309 DW A: 271 sq ft F VTAC DW UNIT TYPE 1 RE 201-301 1-BR A: 531 sq ft F VTAC STAIR #1 UP 213-313 N DN A TYP. FLOOR PLAN (FLOORS 2&3) SCALE: 3/32" = 1'-0" 0 8' 16' 24' DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  19 19 10 12 19 1A 1A 24 TYP. 1A 8 8 ROOF 7 +35'-0" 1B 7 11 1A 4 3RD FLOOR TYP. +25'-0" 6 6 TYP. 11 4 7 2ND FLOOR +15'-0" 20 8 6 6 15 15 22A 1B TYP. 4 T/SLAB ±0" 7 10 1A 10 20 15 16 15 1A 23 TYP. NORTH ELEVATION A SCALE: 3/32" = 1'-0" 0 8' 16' 24' ELEVATION MATERIAL KEY 1A - FACE BRICK #1: SIOUX CITY BRICK 9 - NOT USED 19 - PRE-FINISHED ALUMINUM PARAPET COPING FASCIA AND - COLOR: MIDTOWN IRONSPOT SMOOTH TRIM, 5" PROFILE, KYNAR 500 FINISH - NORMAN: 2 1/4"(H) x 3 5/8"(D) x 11 5/8"(L) 10 - EASYTRIM REVEALS "QUICKPANEL SYSTEM" 4MM ACM - COLOR BY ARCH. PANEL SIDING 1B - FACE BRICK #2: SIOUX CITY BRICK - COLOR BY ARCH. 20 - PAINTED STEEL CANOPY - COLOR: MIDTOWN IRONSPOT VELOUR - ASSUME (4) CANOPY LIGHTS AT EACH ENTRY LOCATION - MODULAR: 2 1/4"(H) x 3 5/8"(D) x 7 5/8"(L) 11 - PRE-FINISHED COMPOSITE SINGLE HUNG WINDOW UNIT - COLOR BY ARCH. - SEE WINDOW SCHEDULE 2 - NOT USED 21 - PRE-FINISHED 24 GA. STEEL STANDING SEAM ROOFING 12 - PRE-FINISHED COMPOSITE CASEMENT WINDOW UNIT - COLOR BY ARCH. 3 - FULL DEPTH EXP. JOINT W/SEALANT AND BACKER ROD - - SEE WINDOW SCHEDULE - SEE ROOF PLAN COLOR BY ARCH. 13 - PRE-FINISHED COMPOSITE FIXED WINDOW UNIT 22A - PRE-FINISHED ALUMINUM SCUPPER AND DOWNSPOUT 4 - 3 5/8" (H) CAST STONE SILL - ACCUCAST STONE - SEE WINDOW SCHEDULE - COLOR BY ARCH. - SMOOTH FINISH - SEE ROOF PLAN - COLOR BY ARCH. 14 - NOT USED 22B - PRE-FINISHED ALUMINUM GUTTER AND DOWNSPOUT - 5 - NOT USED 15 - PRE-FINISHED ALUMINUM STOREFRONT WINDOW COLOR BY ARCH. - SEE WINDOW SCHEDULE - SEE ROOF PLAN 6 - 7 5/8" (H) CAST STONE HEAD TRIM, ACCUCAST STONE - SMOOTH FINISH 16 - PRE-FINISHED ALUMINUM STOREFRONT GLASS DOOR 23 - WALL MOUNTED LIGHT FIXTURE - COLOR BY ARCH. W/ SIDELIGHT AND/OR TRANSOM - SEE ELECTRICAL - SEE DOOR SCHEDULE 7 - 7 5/8" (H) CAST STONE TRIM BAND - ACCUCAST STONE - 24 - PRE-FINISHED VERTICAL PTAC GRILL SMOOTH FINISH 17 - NOT USED - COLOR BY ARCH. - COLOR BY ARCH. 18 - INSULATED STEEL ENTRY DOOR 8 - 11 5/8" (H) CAST STONE TRIM BAND - ACCUCAST STONE - - SEE DOOR SCHEDULE SMOOTH FINISH - COLOR BY ARCH. DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  ELEVATOR OVERRUN 22B ENCLOSURE BEYOND 22B ROOF +35'-0" 1B 1A 6 TYP. 4 TYP. 3RD FLOOR +25'-0" 24 TYP. 20 11 TYP. 7 2ND FLOOR +15'-0" 8 22A 1B 7 T/SLAB ±0" 18 6 18 16 23 EAST ELEVATION 20 A SCALE: 3/32" = 1'-0" 0 8' 16' 24' ELEVATION MATERIAL KEY 1A - FACE BRICK #1: SIOUX CITY BRICK 9 - NOT USED 19 - PRE-FINISHED ALUMINUM PARAPET COPING FASCIA AND - COLOR: MIDTOWN IRONSPOT SMOOTH TRIM, 5" PROFILE, KYNAR 500 FINISH - NORMAN: 2 1/4"(H) x 3 5/8"(D) x 11 5/8"(L) 10 - EASYTRIM REVEALS "QUICKPANEL SYSTEM" 4MM ACM - COLOR BY ARCH. PANEL SIDING 1B - FACE BRICK #2: SIOUX CITY BRICK - COLOR BY ARCH. 20 - PAINTED STEEL CANOPY - COLOR: MIDTOWN IRONSPOT VELOUR - ASSUME (4) CANOPY LIGHTS AT EACH ENTRY LOCATION - MODULAR: 2 1/4"(H) x 3 5/8"(D) x 7 5/8"(L) 11 - PRE-FINISHED COMPOSITE SINGLE HUNG WINDOW UNIT - COLOR BY ARCH. - SEE WINDOW SCHEDULE 2 - NOT USED 21 - PRE-FINISHED 24 GA. STEEL STANDING SEAM ROOFING 12 - PRE-FINISHED COMPOSITE CASEMENT WINDOW UNIT - COLOR BY ARCH. 3 - FULL DEPTH EXP. JOINT W/SEALANT AND BACKER ROD - - SEE WINDOW SCHEDULE - SEE ROOF PLAN COLOR BY ARCH. 13 - PRE-FINISHED COMPOSITE FIXED WINDOW UNIT 22A - PRE-FINISHED ALUMINUM SCUPPER AND DOWNSPOUT 4 - 3 5/8" (H) CAST STONE SILL - ACCUCAST STONE - SEE WINDOW SCHEDULE - COLOR BY ARCH. - SMOOTH FINISH - SEE ROOF PLAN - COLOR BY ARCH. 14 - NOT USED 22B - PRE-FINISHED ALUMINUM GUTTER AND DOWNSPOUT - 5 - NOT USED 15 - PRE-FINISHED ALUMINUM STOREFRONT WINDOW COLOR BY ARCH. - SEE WINDOW SCHEDULE - SEE ROOF PLAN 6 - 7 5/8" (H) CAST STONE HEAD TRIM, ACCUCAST STONE - SMOOTH FINISH 16 - PRE-FINISHED ALUMINUM STOREFRONT GLASS DOOR 23 - WALL MOUNTED LIGHT FIXTURE - COLOR BY ARCH. W/ SIDELIGHT AND/OR TRANSOM - SEE ELECTRICAL - SEE DOOR SCHEDULE 7 - 7 5/8" (H) CAST STONE TRIM BAND - ACCUCAST STONE - 24 - PRE-FINISHED VERTICAL PTAC GRILL SMOOTH FINISH 17 - NOT USED - COLOR BY ARCH. - COLOR BY ARCH. 18 - INSULATED STEEL ENTRY DOOR 8 - 11 5/8" (H) CAST STONE TRIM BAND - ACCUCAST STONE - - SEE DOOR SCHEDULE SMOOTH FINISH - COLOR BY ARCH. DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  19 8 22B 22B ROOF 7 +35'-0" 13 TYP. 3RD FLOOR +25'-0" 6 TYP. 7 4 TYP. 2ND FLOOR +15'-0" 8 1A 6 1B 23 T/SLAB 7 ±0" 20 18 6 18 18 SOUTH ELEVATION A SCALE: 3/32" = 1'-0" 0 8' 16' 24' ELEVATION MATERIAL KEY 1A - FACE BRICK #1: SIOUX CITY BRICK 9 - NOT USED 19 - PRE-FINISHED ALUMINUM PARAPET COPING FASCIA AND - COLOR: MIDTOWN IRONSPOT SMOOTH TRIM, 5" PROFILE, KYNAR 500 FINISH - NORMAN: 2 1/4"(H) x 3 5/8"(D) x 11 5/8"(L) 10 - EASYTRIM REVEALS "QUICKPANEL SYSTEM" 4MM ACM - COLOR BY ARCH. PANEL SIDING 1B - FACE BRICK #2: SIOUX CITY BRICK - COLOR BY ARCH. 20 - PAINTED STEEL CANOPY - COLOR: MIDTOWN IRONSPOT VELOUR - ASSUME (4) CANOPY LIGHTS AT EACH ENTRY LOCATION - MODULAR: 2 1/4"(H) x 3 5/8"(D) x 7 5/8"(L) 11 - PRE-FINISHED COMPOSITE SINGLE HUNG WINDOW UNIT - COLOR BY ARCH. - SEE WINDOW SCHEDULE 2 - NOT USED 21 - PRE-FINISHED 24 GA. STEEL STANDING SEAM ROOFING 12 - PRE-FINISHED COMPOSITE CASEMENT WINDOW UNIT - COLOR BY ARCH. 3 - FULL DEPTH EXP. JOINT W/SEALANT AND BACKER ROD - - SEE WINDOW SCHEDULE - SEE ROOF PLAN COLOR BY ARCH. 13 - PRE-FINISHED COMPOSITE FIXED WINDOW UNIT 22A - PRE-FINISHED ALUMINUM SCUPPER AND DOWNSPOUT 4 - 3 5/8" (H) CAST STONE SILL - ACCUCAST STONE - SEE WINDOW SCHEDULE - COLOR BY ARCH. - SMOOTH FINISH - SEE ROOF PLAN - COLOR BY ARCH. 14 - NOT USED 22B - PRE-FINISHED ALUMINUM GUTTER AND DOWNSPOUT - 5 - NOT USED 15 - PRE-FINISHED ALUMINUM STOREFRONT WINDOW COLOR BY ARCH. - SEE WINDOW SCHEDULE - SEE ROOF PLAN 6 - 7 5/8" (H) CAST STONE HEAD TRIM, ACCUCAST STONE - SMOOTH FINISH 16 - PRE-FINISHED ALUMINUM STOREFRONT GLASS DOOR 23 - WALL MOUNTED LIGHT FIXTURE - COLOR BY ARCH. W/ SIDELIGHT AND/OR TRANSOM - SEE ELECTRICAL - SEE DOOR SCHEDULE 7 - 7 5/8" (H) CAST STONE TRIM BAND - ACCUCAST STONE - 24 - PRE-FINISHED VERTICAL PTAC GRILL SMOOTH FINISH 17 - NOT USED - COLOR BY ARCH. - COLOR BY ARCH. 18 - INSULATED STEEL ENTRY DOOR 8 - 11 5/8" (H) CAST STONE TRIM BAND - ACCUCAST STONE - - SEE DOOR SCHEDULE SMOOTH FINISH - COLOR BY ARCH. DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  ELEVATOR OVERRUN ENCLOSURE BEYOND 19 12 19 24 8 ROOF 7 +35'-0" 6 TYP. 11 1A 4 3RD FLOOR TYP. +25'-0" 1B 1B 11 TYP. 20 7 2ND FLOOR 8 +15'-0" 6 15 15 6 18 7 4 T/SLAB ±0" 20 10 16 23 WEST ELEVATION TYP. A SCALE: 3/32" = 1'-0" 0 8' 16' 24' ELEVATION MATERIAL KEY 1A - FACE BRICK #1: SIOUX CITY BRICK 9 - NOT USED 19 - PRE-FINISHED ALUMINUM PARAPET COPING FASCIA AND - COLOR: MIDTOWN IRONSPOT SMOOTH TRIM, 5" PROFILE, KYNAR 500 FINISH - NORMAN: 2 1/4"(H) x 3 5/8"(D) x 11 5/8"(L) 10 - EASYTRIM REVEALS "QUICKPANEL SYSTEM" 4MM ACM - COLOR BY ARCH. PANEL SIDING 1B - FACE BRICK #2: SIOUX CITY BRICK - COLOR BY ARCH. 20 - PAINTED STEEL CANOPY - COLOR: MIDTOWN IRONSPOT VELOUR - ASSUME (4) CANOPY LIGHTS AT EACH ENTRY LOCATION - MODULAR: 2 1/4"(H) x 3 5/8"(D) x 7 5/8"(L) 11 - PRE-FINISHED COMPOSITE SINGLE HUNG WINDOW UNIT - COLOR BY ARCH. - SEE WINDOW SCHEDULE 2 - NOT USED 21 - PRE-FINISHED 24 GA. STEEL STANDING SEAM ROOFING 12 - PRE-FINISHED COMPOSITE CASEMENT WINDOW UNIT - COLOR BY ARCH. 3 - FULL DEPTH EXP. JOINT W/SEALANT AND BACKER ROD - - SEE WINDOW SCHEDULE - SEE ROOF PLAN COLOR BY ARCH. 13 - PRE-FINISHED COMPOSITE FIXED WINDOW UNIT 22A - PRE-FINISHED ALUMINUM SCUPPER AND DOWNSPOUT 4 - 3 5/8" (H) CAST STONE SILL - ACCUCAST STONE - SEE WINDOW SCHEDULE - COLOR BY ARCH. - SMOOTH FINISH - SEE ROOF PLAN - COLOR BY ARCH. 14 - NOT USED 22B - PRE-FINISHED ALUMINUM GUTTER AND DOWNSPOUT - 5 - NOT USED 15 - PRE-FINISHED ALUMINUM STOREFRONT WINDOW COLOR BY ARCH. - SEE WINDOW SCHEDULE - SEE ROOF PLAN 6 - 7 5/8" (H) CAST STONE HEAD TRIM, ACCUCAST STONE - SMOOTH FINISH 16 - PRE-FINISHED ALUMINUM STOREFRONT GLASS DOOR 23 - WALL MOUNTED LIGHT FIXTURE - COLOR BY ARCH. W/ SIDELIGHT AND/OR TRANSOM - SEE ELECTRICAL - SEE DOOR SCHEDULE 7 - 7 5/8" (H) CAST STONE TRIM BAND - ACCUCAST STONE - 24 - PRE-FINISHED VERTICAL PTAC GRILL SMOOTH FINISH 17 - NOT USED - COLOR BY ARCH. - COLOR BY ARCH. 18 - INSULATED STEEL ENTRY DOOR 8 - 11 5/8" (H) CAST STONE TRIM BAND - ACCUCAST STONE - - SEE DOOR SCHEDULE SMOOTH FINISH - COLOR BY ARCH. DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  8100 FLORAL AVENUE (SOUTH ELEVATION) 8059 FLORAL AVENUE (SOUTH ELEVATION) 5100 - 5112 BROWN STREET NEIGHBORING BROWN STREET ELEVATIONS (NORTH SIDE OF BROWN STREET) 8506 LINCOLN AVENUE (SOUTH ELEVATION) DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  5109 - 5115 BROWN STREET IMPACT FLORAL NORTH ELEVATION IS IN BETWEEN THESE TWO BUILDINGS NEIGHBORING BROWN STREET ELEVATIONS (SOUTH SIDE OF BROWN STREET) 8046 FLORAL AVENUE DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  8040 FLORAL AVENUE 8046 FLORAL AVENUE NEIGHBORING FLORAL AVENUE ELEVATIONS (WEST SIDE OF FLORAL AVENUE) 8100 FLORAL AVENUE (EAST ELEVATION) DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  8059 FLORAL AVENUE 8037 FLORAL AVENUE IMPACT FLORAL WEST ELEVATION IS IN BETWEEN THESE TWO BUILDINGS NEIGHBORING FLORAL AVENUE ELEVATIONS (EAST SIDE OF FLORAL AVENUE) DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  Anthracite Grey 7016 (ES1563) Umbra Grey 7022 (ES1551) RETAIL FACADE SPECIFICATION: SIOUX CITY BRICK - MIDTOWN IRONSPOT SMOOTH BRICK SIZE: NORMAN BRICK DIMENSIONS: 3 5/8”(D) x 2 1/4”(H) x 11 5/8”(L) REFERENCE: https://www.glengery.com/brick-catalog/midtown-ironspot Graphite Grey 7024 (ES1369) Grey Brown 8019 (ES1464) METAL PANEL SPECIFICATION: QUICKPANEL SYSTEMS - 4MM ACM PANEL SYSTEM REFERENCE: SEE ATTACHED BROCHURE AND COLOR CHART RESIDENTIAL FACADE SPECIFICATION: SIOUX CITY BRICK - MIDTOWN IRONSPOT VELOUR BRICK SIZE: MODULAR BRICK DIMENSIONS: 3 5/8”(D) x 2 1/4”(H) x 7 5/8”(L) REFERENCE: https://www.glengery.com/brick-catalog/midtown-ironspot-velour BUILDING MATERIALS DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  RENDERING - INTERSECTION OF FLORAL AVE. & BROWN ST. A DRAFT - NOT FOR CONSTRUCTION IMPACT FLORAL ©2021 WORN JERABEK WILTSE ARCHITECTS, P.C. Impact Behavorial Health 8047 Floral Ave., WORN JERABEK WILTSE ARCHITECTS, P.C. 2100 Ridge Avenue, Suite G320 Skokie, IL 60077 401 W. Superior St., Suite 400 Evanston, Illinois 60201 4/27/21 Chicago, IL 60654  2020 quickpanels.com The most modern features A complete, premium cladding on the market. system without the premium price. WIND LOAD TESTED NO FACE FASTENERS Proven performance in harsh weather conditions. QuickPanel Deliver a smooth, clean, and modern aesthetic without Systems withstands (ASTM E330) wind load tests exceeding unsightly face fasteners. 99.84 psf shielding your structure in the strongest winds. FIRE RATED PANELS EZ.LOCK® QuickPanel panels consist of two sheets of coil coated 3000 EZ.Lock Trim Technology allows everything to be measured QuickPanel Systems are designed to revolutionize an industry series or 5000 series alloy aluminum bonded to a mineral and cut on-site eliminating the need for any off-site dominated by tradition and deliver a premium product without filled fire resistant (FR) core. fabrication, and makes installation fast and easy. the premium price. The complete QuickPanel System addresses every element UV PROTECTED EZ.SLOPE® of exterior design and system delivery - to provide an QuickPanel panels are sealed with paints specially formulated This patented technology provides revolutionary water- affordable, lightweight, easy-to-install, elegant, durable, and to defend long-term against ultraviolet (UV) radiation, staining, management and drainage to reduce your total maintenance most importantly, a superior integrated 4mm ACM Rainscreen dirt, chipping, peeling, and fading. time and cost. System. System-wide drainage, circulation, and ventilation are integral to the system’s innovative design, to ensure the COMPRESSION ASSEMBLY COLORMATCHTM integrity and longevity of your building. QuickPanel Systems can accommodate up to 5/8” of building QuickPanel Systems are only limited by your imagination, compression between floors. offer a wide-range of standard color options, and can easily When you purchase the QuickPanel System everything accommodate custom colors. necessary to get the system up on the wall is included as one bundle. No need for specialized tools or labor. Plus, rest assured that QuickPanel Systems deliver the most modern product features, and the most inclusive suite of services and resources on the market. MODERN. AFFORDABLE. DURABLE.® Outlast and outperform. TOOL PACK NO CHARGE ESTIMATES QuickPanel Systems include a tool pack, Our in-house estimation team provides timely, inclusive of everything needed for installation. accurate, and free take-off and cost estimates with purchase for QuickPanel customers. INSTALLATION SUPPORT A full project management and on-site PRODUCT & PERFORMANCE WARRANTY installation training team is ready to assist QuickPanel Systems are ultra-durable and in any way possible to ensure that every job backed by a long-term 15 to 30-year product and is executed, not only correctly, but efficiently, performance warranty. saving you time and money. NO CHARGE SAMPLES Request a QuickPanel sample board for no charge, and have it shipped right to your door. quickpanels.com quickpanels.com Designed by Architects. Engineered by Building Scientists. Proven by Installers.TM QuickPanel Systems Inc. 4115 72nd Ave SE Calgary, Alberta T2C 2G5 1 (877) 973-8746 quickpanels.com  larson by Alucoil ® ® COMPOSITE PANELS FOR ARCHITECTURAL ENVELOPES ® Alucoil North America larson by Alucoil ® ® Aluminum Composite Panels for Architectural Wall Cladding SOLID COLORS (PVDF) RVW White(1) (US0979) Bone White(1) (US0984) Regal White(1) (US0985) Cadet Gray(1) (US0986) Charcoal(1) (US0974) Classic Black(1) (US0988) Classic Bronze(1) (US0987) MICA AND METALLIC COLORS (PVDF) Anodic Clear Mica(1) (US0963) Silversmith Mica(1) (US0999) Champagne Mica(1) (US0990) Pewter Mica(1) (US0976) Medium Gray Mica(1) (US0975) Silver Metallic(2) (US0978) Champagne Metallic(2) (US0981) Pewter Metallic(2) (US0993) ● Mica and Metallic Color XL Series. These color series are directional in nature therefore proper estimating and installation precautions should be taken to ensure that panels are all installed in the same direction. Directional arrows are printed on panel protective film to aid in this practice. Due to the reflectivity of these finishes, optical perception of color tone may vary according to the angle from which panels are viewed, reflected light off of other structures, and different angles or planes on which panels are installed on a building elevation. To ensure color consistency with these finishes, it is highly recommended to order all material required at the same time, be they in single or multiple widths.  larson by Alucoil® ® Aluminum Composite Panels for Architectural Wall Cladding SOLID COLORS (PVDF 2L) Signal White 9003 (ES1568) Traffic White 9016 (ES1763) Pure White 9010 (ES1709) Light Grey 7035 (ES1518) Anthracite Grey 7016 (ES1563) Graphite Grey 7024 (ES1369) Umbra Grey 7022 (ES1551) Grey Brown 8019 (ES1464) Black Grey 7021 (ES1354) Jet Black 9005 (ES1536) Sepia Brown 8014 (ES1478) Purple Red 3004 (ES1557) Ruby Red 3003 (ES1547) Traffic Red 3020 (ES2100) Pure Orange 2004 (ES1423) Signal Yellow 1003 (ES1513) Yellow Green 6018 (ES1405) BC Green (ES1662) Violet Blue 5000 (ES1545) Ultramarine Blue 5002 (ES1512) larson by Alucoil aluminum composite material is coil coated utilizing PVDF coatings. This kind of coating contains 70% of polyvinylidene ® ® fluoride (Kynar 500 and Hylar®5000 as main brands), which is known for its exceptional chemical stability and excellent resistance to ultraviolet ® radiation. It is used chiefly in the production and coating of equipment used in aggressive environments, and where high levels of mechanical and thermal resistance are required. PVDF paint systems have been formulated to meet or exceed industry performance requisites such as AAMA 2605. The use of PVDF paint systems allows us to offer the maximum warranties for each project  METALLIC COLORS (PVDF 2L) White Metallic (ES1520) Sunrise Silver (ES1661) Silver Metallic (ES1990) Champagne Metallic (ES1608) Bronze Metallic (ES1646) Smoke Metallic (ES1605) Lead Grey (ES2132) Grey Metallic (ES1659) Manganese (ES1603) Dark Grey Metallic (ES2134) Copper Metallic (ES1521) Blue Metallic (ES1637) ALUNATURAL FINISH REAL ANODIZED FINISH STAINLESS STEEL FINISH Alunatural Real Anodized Metals ANODIC BRUSHED GLOSSY 90G NATURAL 8µ STAINLESS STEEL WF30 (ES1623) “Stocked in the USA” (ES1341) “Stocked in the USA” “Stocked in the USA” MAIN POSSIBILITIES OF PAINTS 1. PVDF - Polyvinylidene Fluoride Coating based on PVDF resins (Kynar®500 and Hylar®5000 as main brands) with extraordinary performance. Paint thickness (nominal): a) (1)PVDF 2L Coastal: 31 µ approx. b) (2)PVDF 3L: 40 µ approx. (depending on the color) c) PVDF 3L Coastal: 45 µ approx. (depending on the color) ● Glosses from 20 to 40 g.u. ● Excellent color stability, almost no chalking and very good chemical resistance. ● Excellent protection against weathering, UV radiation and atmospheric contaminants. ● Excellent flexibility for profiling, bending and roll forming. ● Recommended for demanding environments like industrial and coastal areas, airports, etc. 2. HDP - High Durable Polyester & HQP - High Quality Polyester Coating based on HDP and polyester resins. Standard paint thickness: a) HDP5 2L: from 35 to 40 µ approx, (depending on the color) b) HDP5 3L: from 50 to 55 µ approx, (depending on the color) c) HQP 25 µ approx. ● Gloss from 10 to 90 g.u. ● Good protection against weathering, UV radiation and against atmospheric contaminants ● Good hardness and flexibility for Profiling, bending and roll forming Stock in the USA 62 in/1575 mm wide & 196 in/5000 mm length Stock in SPAIN 59 in/1500 mm wide & 196 in/5000 mm length Request other width availabilities - Widths not in stock have minimum order size  1 2 3 4 Find more regarding colors and projects at: alucoildesign.com 1. Charleston Civic Center (Charleston, SC, USA) Silver Metallic. Silversmith. Champagne Pearl. Champagne Metallic. ZMM Architects & Engineers of Charleston and TVS Design of Atlanta / 2. Virgin Hotel (Dallas, TX, USA) White. 5Gstudio / 3. BOLUETA TOWER (Bilbao, Spain) Jet Black 9005. VARquitectos / 4. Adelaide University Nursery School (Australia) Signal yellow and Sky blue  Color Chart TRANSFORM YOUR IDEAS INTO REALITY ® Alucoil North America Alucoil North America, LLC 1976 Joe Rogers Jr. Blvd. Manning, SC 29102 U.S.A Tel: 803-505-6543 Email: info@alucoilnorthamerica.com www.alucoil.com Version 2020 (01) All colors are as close to actual as allowed by the printing process. We advise to select the final color over physical samples. Alucoil® North America, LLC reserves the right to change or remove information contained in this brochure without prior notice. Please visit us at www.alucoil.com to check the lastest version.  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 7852 KILDARE __________________________________________ R-2 ZONING DISTRICT _________________ LOT INFO 40 _________________ 122.98 x _________________ 4919 = _________________ (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 4919 ____________(1) 1967 x .40 = ____________ 1620 ____________(4) -347 + / - ____________ IMPERMEABLE AREA 4919 ____________(2) 2459 x .50 = ____________ 2355 ____________(5) -104 + / - ____________ FLOOR AREA 4919 ____________(3) 2951 x .60 = ____________ 2943 ____________(6) -8 + / - ____________ AREA EXISTING AREA NEW AREA PROPOSED BASEMENT (50% above grade) _______________ + NO BASEMENT = _______________  _______________(A) 1ST FLOOR (Include attached garage carport, covered porch, etc)* _______________ + 1620 _______________ 1620 = _______________(B) 2ND FLOOR * _______________ + 1323 _______________ = 1323 _______________(C) ATTIC (6’-9” OR GREATER) (2nd Floor top plate to top of roof) _______________ + 0 _______________ = 0 _______________(D) ACCESSORY BUILDINGS (Detached garage, shed, etc.) _______________ + 0 _______________ = 0 _______________(E) DRIVEWAY/APRON _______________ + 568 _______________ = 568 _______________(F) SIDEWALK & PATIO _______________ + 167 _______________ = 167 _______________(G) * Any ceiling height 16 feet in height or greater will count twice. PROPOSED BUILDING AREA (Add lines B & E) = 1620 _______________ (This # goes on line 4) PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 2355 _______________ (This # goes on line 5) PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 2943 _______________ (This # goes on line 6) REAR YARD COVERAGE FOR ACCESSORY BUILDINGS: 40 _______________ 40.33' x _______________ 1613 =_______________ x .30 = _______________ 484 NONE ________________________ (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. ______________________________________________ _________ 3/31/2021 ___________________________ Signature Date ______________________________________________ __________________________________ ___________________________ Reviewed by Community Development Department Date VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC May 12, 2021 May 12, 2021 May 12, 2021 May 12, 2021 May 12, 2021 May 12, 2021 1(:6,1*/()$0,/<+20( 7852 KILDARE AVE. SKOKIE, IL April 14, 2021  )7$//(<       $&&21'(16(56 0,1 )5203/ $& :22' $& '(&.     1(:   6725< 5(6,'(1&(     &21& 67223        &21&5(7(     '5,9(:$< 352326('6,7(3/$1 6&$/(     $ .,/'$5($9(    :22''(&.       ',1,1*   5220 6) /,9,1*   5220 6)   .,7&+(1 6) 83     5     08'5220 %$7+ 6) 6) &21&   67223   &/26(7 *$5$*( 6)     2)),&( 6)      ),567)/2253/$1 $ 6&$/(        %$/&21< %('5220   6) :,&       %$7+ 6)     %('5220 6)     '1 5       %$7+ :' 6)   /$81'5<   :,&   5220   +:+ )851 6+2:(5   0$67(5 %('5220   :,& 6) 0$67(5 %$7+5220 6)          6(&21')/2253/$1 $ 6&$/(   April 14, 2021 7522)   7522)   $/80,180 6,',1* 71')/   02'8/$5 %5,&. 767)/   *5$'(    ($67(/(9$7,21  :(67(/(9$7,21 $ 6FDOH   $ 6FDOH    April 14, 2021 7522)   7522)   71')/   767)/   *5$'(    1257+(/(9$7,21 $ 6FDOH   7522)   7522)   71')/   767)/   *5$'(    6287+(/(9$7,21 $ 6FDOH