Appearance Commission — Skokie, IL
Date: 2021-06-09

EXISTING POWER POLL EXISTING POWER POLL




 16'-0" GRAVEL ALLEY 16'-0" GRAVEL ALLEY
 10'-0" NEW PROPOSED
 70'-0" 6'-0" HIGH FENCE PROPERTY LINE
 70'-0" PROPERTY LINE


 3'-83 4"

 10'-0"




 EXISTING FENCE TO REMAIN EXISTING FENCE TO REMAIN
 REMOVE EXISTING 21'-41 4" DEMOLISH EXISTING
 ASPHALT PAVEMENT TWO CAR GARAGE
 PROPOSED PROJECT LOCATION
 DRIVEWAY AREA = 542 SF
 LOCATION MAP



 57'-51 4" 25'-413 16" 57'-51 4"
 DEMOLITION NOTES
 NEW PROPOSED
 6'-0" HIGH FENCE
 1) DEMOLITION OF EXISTING HOUSES NOOK AREA AND DETACHED TWO CAR GARAGE WILL COMMENCE ONLY AFTER:
 A- THE VILLAGE OF SKOKIE HAS APPROVED THE PROJECT AND A PERMIT IS BEEN GRANTED.
 EXISTING SEWAGE EXISTING SEWAGE
 MANHOLE TO REMAIN MANHOLE TO REMAIN B- IT IS A MUST, THAT BEFORE STARTING ANY WORK THE OWNER OR THE CONTRACTOR SHOULD CONTACT
 JULIE, INC ON 811 or 800-892-0123 OR VISIT THEIR WEB-SITE AND REQUEST TO IDENTIFY THE LOCATION OF ALL
 10'-6" 20'-8" 16'-10" 15'-0" 7'-0" UNDERGROUND UTILITIES IN ORDER TO BE DISCONNECTED BY THE PROPER AUTHORITIES AND CAPPED .

 2) ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLY NOTED OR REQUESTED BY THE OWNER SHALL BECOME

 126'-2" 126'-2"
 10'-6" 20'-8" 8'-33 4" 27'-0" 3'-61 4" THE PROPERTY OF THE CONTRACTOR

 126'-2" 126'-2" 3) ALL WORK IS TO BE COORDINATED WITH THE OWNER. THE CONTRACTOR IS TO MEET WITH THE OWNER PRIOR
 STARTING THE CONSTRUCTION.
 2'-6" 6'-0"
 15'-0" 7'-0" 4) CONTRACTOR SHALL KEEP THE JOB FREE OF DEBRIS AND MAKE FINAL CLEANUP TO THE SATISFACTION OF THE
 OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM PROJECT SITE AND SHALL
 PROVIDE DUMPSTERS ETC. AS REQUIRED. REMOVE ALL DEBRIS ON DAILY BASIS.
 3'-6" 4) REPLACE ALL EXISTING BRICK WITH NEWLY SELECTED ONE.

 NEW OPEN NEW TRELLIS COVERED

 11'-53 8"
 PATIO & COVERED COVERED PATIO
 11'-6" 11'-6"
 WALKWAY PATIO AREA = PATIO
 AREA = 302 SF 172.5 SF
 PROPOSED
 18'-0" NEW
 DRIVEWAY
 SITE NOTES:
 1. PROVIDE AND MAINTAIN 8'-0" HT FENCE UNTIL EXTERIOR
 AREA = 189 SF
 DEMOLISH CONSTRUCTION IS COMPLETE.




 16'-0" GRAVEL ALLEY 16'-0" GRAVEL ALLEY
 EXISTING 2. PROVIDE PORTABLE TOILET AT LEAST 10' AWAY FROM
 NOOK AREA = NEIGHBORING PROPERTY.
 28.5 SF 3. NO PRIVATE LIGHT POLES CAN BE LOCATED ON THE CITY
 RIGHT OF WAY.
 43'-83 4" 43'-83 4"
 PROPOSED TWO STORY 4. PAVERS ON THE PUBLIC SIDEWALK ARE NOT ALLOWED.
 ADDITION 5. EXISTING PARKWAY AND ON-SITE INTERIOR LANDSCAPE ARE
 WITH ATTACHED 2 - CAR
 EXISTING ONE STORY
 HOUSE 999 SF. TO REMAIN
 #8022 #8022 TO BE PROTECTED WHILE
 GARAGE TO THE EXISTING PROPOSED TWO STORY ADDITION TO PROJECT IS UNDER CONSTRUCTION AND WILL BE REPLACED BY
 STRUCTURE. TOTAL NEW
 EXISTING SINGLE FAMILY RESIDENT. CURRENT AND SUBSEQUENT OWNER IF DAMAGED.
 37'-13 8"
 ADDITION = 2371 SF.
 6. DO NOT CUT ANY TREES IN VILLAGE RIGHT-OF WAY
 7. HIGH EFFICIENT FURNACE AND HOT WATER TANK ARE TO
 VENT THROUGH THE ROOF OR TO THE FRONT OR REAR YARD.
 8018 #8018 8. SUMP PUMP ARE TO TERMINATE INTO THE FRONT OR REAR
 YARD ONLY AND IN SUCH A WAY THAT WATER RUN-OFF IS NOT
 TOWARDS THE NEIGHBOR'S PROPERTY. SEE CIVIL
 ENGINEERING DWGS FOR INFO AND DETAILS
 4'-518"
 HOURS OF CONSTRUCTION
 8'-53 4" THE USE OF ANY PILE DRIVER, SHOVEL, HAMMER DERRICK,
 HOIST TRACTOR ROLLER OR OTHER MECHANICAL APPARATUS
 EXISTING GAS
 OPERATED BY FUEL OR ELECTRIC POWER IN
 METER
 BUILDING OR CONSTRUCTION OPERATIONS SHALL BE BETWEEN
 PROPOSED NEW THE HOURS OF 7:00 A.M. AND 6:00 P.M. ON WEEKDAYS AND
 WALKWAY & ENTRY,
 SATURDAYS, EXCEPT IN CASE OF URGENT
 AREA = 152 SF
 10'-6" 20'-6" 8'-53 4" 27'-0" 3'-61 4"
 NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY,
 25'-0" 25'-0"
 AND THEN ONLY WITH WRITTEN PERMISSION FROM THE
 VILLAGE MANAGER OR DESIGNEE.
 EXISTING TREE EXISTING TREE
 TO REMAIN TO REMAIN
 CONSTRUCTION HOURS AND SITE PROTECTION (R115)
 THE ERECTION, DEMOLITION, ALTERATION, OR REPAIR OF ANY
 BUILDING OR SITE WORK IS PROHIBITED BETWEEN THE HOURS
 PROPERTY LINE PROPERTY LINE OF 6:00 P.M. AND 7:00 A.M. AND SUNDAYS AND
 HOLIDAYS EXCEPT IN CASE OF AN EMERGENCY IN THE
 INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY
 SITE BENCHMARK SITE BENCHMARK WITH WRITTEN PERMISSION FROM THE VILLAGE MANAGER OR
 CROSS-IN SW 622.16 PUBLIC SIDEWALK CROSS-IN SW 622.16 DESIGNEE. SUCH PERMISSION MAY BE GRANTED FOR A PERIOD
 NOT TO EXCEED 3 DAYS WHILE THE EMERGENCY CONTINUES
 EXSISTING EXSISTING AND MAY BE EXTENDED FOR AN ADDITIONAL 3 DAYS IF THE
 PARKWAY TREE EXISTING PARKWAY TREE EXISTING EMERGENCY CONTINUES. A SIX (6) FOOT CHAIN LINK FENCE
 WATER SERVICE EXISTING WATER SERVICE EXISTING SHALL BE INSTALLED
 & BBOX VALVE BOX PARKWAY TREE & BBOX VALVE BOX PARKWAY TREE AROUND EXCAVATION.

 SEE CIVIL DRAWING SHEETS FOR SITE & TREE PROTECTION
 INFO AND DETAILS

 L O R E L A V E N U E L O R E L A V E N U E
 SPOT SURVEY MUST BE SUBMITTED AND APPROVED BY THE
 BUILDING DEPARTMENT BEFORE BACKFILL.




 W W
 DETAILED SITE PLAN PROPOSED NEW SITE PLAN
 S N S N
 SCALE 3/32" = 1'-0" SCALE 3/32" = 1'-0"


 E E




 I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, TO COMPLY
 3
 2
 4
 5
 GENERAL NOTE: PPROPOSED SITE PLAN
 Contractors and sub-contractors shall verify all dimensions
 WITH THE PROVISIONS OF THE VILLAGE OF SKOKIE CODES AND LAWS OF THE STATE
 OF ILLINOIS.
 1
 0 For Village Review 00
 6
 7
 and conditions at the job site and notify the owner of any
 discrepancies before starting the job. Do not scale the drawings. NEW ADDITION TO 8018 LOREL AVENUE - SKOKIE, ILLINOIS A1.01
 LICENSE NO. 001-015590 OWNER:: RAFAEL SAYADIAN
Seal Rev. Description Date
 NEW ADDITION @ FIRST FLOOR 28'-113 4"
 28'-113 4"

 20'-8" 35'-33 4" 3'-61 4"
 20'-8" 8'-33 4"



 8'-33 4" 9'-01 4" 14'-0" 3'-113 4"
 14'-0" 7'-6"

 6" TYP.
 EDGE OF FLOOR 4X12 BEAM
 SLAB TYP.


 1
 1 ALL GARAGE WALLS ARE 6X6 WD. COL. SEE
 12" DIA. FTG. SEE A3.02
 A3.02 OF 2X6 STUDS @ 16" O.C
 W / R-19 BATT INSULATION


 11'-53 8" 11'-53 8" 4X12 BEAM 4X12 BEAM
 11'-0" 11'-0"
 3
 4" THICK SLAB ON GRADE W/ FIBERMESH REINF. 2 - 5/8" DIA. X 24" LONG
 OVER 6 MILL VAPOR-BARRIER OVER MINIMUM ANCHORED DOWELS TYP.
 06 2X6 CJ @ 16" O.C
 4" COMPACTED GRANULAR FILL (CA7). 2X BLOCKING @ 8'-0" MAX TYP.
 4 SEE RADON VENT

 20'-11 4" 20'-11 4"
 A3.01 SYSTEM NOTES DWG. A1.03




 2X10 CJ @16" O.C
 1 ALONG GARAGE 1 ALONG GARAGE
 A3.01 DOOR SPAN A3.01 DOOR SPAN
 TWO CAR GARAGE 03
 09
 FF=623.08 4 5
 (FF= + 1'-11") 2'-3"
 S.P WH
 14'-0 78" 14'-0 78" (SLOPE FLOOR 2")
 9'-57 8"
 KITCHEN
 CRAWL SPACE
 ACCESS




 210 SERIES / L/480 DEFLECTION
 FAMILY ROOM




 PROPERTY LINE
 16'-10"

 9 1/2" TJI @ 16: O.C
 F-1 03

43'-83 4"
 EXISTING BASEMENT




 PROPERTY LINE

 210 SERIES / L/480 DEFLECTION
 9 1/2" TJI @ 16: O.C
 7'-1012"
 2X6 STUD WALL . PROVIDE NEW


 4X12 BEAM
 8'-1112"
 12" THICK FTG. W/ 5/8" DIA. X 12" 3
 ANCHOR BOLTS @ 24" O.C AND 12" MUD ROOM
 9 1/2" TJI FLR JOIST @ 16" O.C 9 1/2" TJI FLR JOIST @ 16" O.C FROM EACH END.
 110 SERIES - L/480 DEFLECTION 110 SERIES - L/480 DEFLECTION 10'-0" 13'-6"
 DUBBLE FJ. UNDER WALLS TYP. 04 1'-8"
 (12 TREADES @ 10")
 4X12 BEAM 4X12 BEAM




 37'-13 8"
 UP DN UP
 3'-6" 3'-6"
 11 TYP.
 A3.02

 4X12 BEAM
 2'-0" TYP FTG 6 5'-0"
 7'-1012"
 05
 2 BATH # 1
 5'-2" 9 1/2" TJI @ 16: O.C
 10" TYP FDN




 210 SERIES / L/480 DEFLECTION
 C R A W L S P A C E
 210 SERIES / L/480 DEFLECTION 04
 WALL LIVING ROOM

 4X12 BEAM

 9 1/2" TJI @ 16: O.C
 24"X 24" CONCRETE NEW WOOD STAIR FF=624.33
 5'-0"
 7'-105 8"
 FTG. TYP. (13 RISERS @ 7 1/2") (FF= + 2'-2")
 FOYER
 14'-8" 2
 EXISTING 2X10 FLR. JOIST @ 16" O.C
 A3.01
 02 01 02 9 1/2" TJI @ 16: O.C 9 1/2" TJI @ 16: O.C
 2

 7'-1012"
 A3.01 210 SERIES / L/480 DEFLECTION 210 SERIES / L/480 DEFLECTION
 REPLACE EXISTING

 15'-33 8"
 BASEMENT WINDOW WITH 2 DINING ROOM
 BEDROOM #2
 4'-518"
 NEW WINDOW WELL
 (FF= + 1'-7")
 1
 3 2
 EXISTING GAS METER A3.01 A3.01
 TO REMAIN
 EXISTING WATER METER
 TO REMAIN
 FDN WALL & FTG TYP. 4 4

 5"




 20'-6" 8'-53 4" 27'-0" 3'-61 4" 28'-113 4" 27'-0" 3'-61 4"

 EXISTING ONE STORY HOUSE PROPOSED FIRST FLOOR ADDITION EXISTING ONE STORY HOUSE




 PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN LEGEND
 SCALE 1/4" = 1'-0" N SCALE 1/4" = 1'-0" N
 EXISTING WALL

 NEW WALL

 DEMO. WALL




 I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, TO COMPLY
 3
 2 5
 4
 GENERAL NOTE: PROPOSED FOUNDATION AND FIRST FLOOR PLANS
 Contractors and sub-contractors shall verify all dimensions
 WITH THE PROVISIONS OF THE VILLAGE OF SKOKIE CODES AND LAWS OF THE STATE
 OF ILLINOIS.
 1
 0 For Village Review 00
 6
 7
 and conditions at the job site and notify the owner of any
 discrepancies before starting the job. Do not scale the drawings. PROPOSED NEW ADDITION TO 8018 LOREL AVENUE - SKOKIE, ILLINOIS A1.02
 LICENSE NO. 001-015590 OWNER : RAFAEL SAYADIAN
 Seal Rev. Description Date
 DOOR & WINDOW HEADER SCHEDULE
 OPEN'G WIDTH HEADER SIZE REMARKS
 1'-6" 4X4 OR 2- 2X4 + 1/2" PL WD IN BTWN
 2'-6" 2X6 OR 2- 2X6 + 1/2" PL WD IN BTWN
 4'-0" 2X8 OR 2- 2X8 + 1/2" PL WD IN BTWN
 5'-0" 2X8 OR 2- 2X8 + 1/2" PL WD IN BTWN
 6'-0" 2X10 OR 2- 2X10 + 1/2" PL WD IN BTWN
 7'-0" 2X12 OR 2- 2X12 + 1/2" PL WD IN BTWN PROVIDE 2- CLG JOIST
 8'-0" 2X12 OR 2- 2X12 + 1/2" PL WD IN BTWN UNDER ALL 4X4 ROOF
 8'-112"
 POSTS
 D.S TYP.
 WINDOW SCHEDULE DOOR SCHEDULE 2X10 @16" TRELLIS
 NO. WIDTH HEIGHT QTY. REMARKS FRAME DOOR DOOR 2-2X12 BEAMS




 PROPERTY LINE
 NO. WDT HGT QTY. MTR'L MTR'L FIN REMARKS
 1 8'-0" 5'-0" 1


 2X6 RR @16" O.C
 2 2'-6" 5'-O" 2 01 4'-0" 6'-8" 1 WD WD - EXTERIOR WD DOOR IP
 2X8H
 2'-6" 3'-O" 2 2 2X
 3 02 1'-6" 6'-8" WD WD PTD EXTERIOR DOOR PANEL 8H
 SLOPE
 IP



 2X6 RR @16" O.C
 SLOPE
 4 6'-0" 5'-0" 3 03 3'-0" 6'-8" 1 ALUM WD/GLS PTD
 5 6'-0" 3'-0" 1 04 3'-0" 6'-8" 4 WD WD PTD 2X10 BLOCKING
 6 2'-6" 1'-6" 2 OBSCURE GLASS 05 2'-8" 6'-8" 3 WD WD PTD
 12 17'-103 4" 14'-61 4" 7'-0"
 6'-0" 4'-O" 2 16'-0" 7'-0" 1 - ALUM - GARAGE DOOR IP
 8H
 7 06
 IP SECOND FLOOR
 2'-6" 4'-0" 3 1 2X8H 2X 4 2X6 RR @16" O.C 2X6 RR @16" O.C
 8 07 4'-0" 6'-8" SET-BACK
 WD WD PTD DBL. INTERIOR DRS
 9 1'-6" 2'-6" 1 OBSCURE GLASS 1'-6" 6'-8" 1 TYP. ROOF SLOPE SLOPE
 SLOPE


 2X8 RIDGE
 10 4'-0" 4'-0" 2 08 3'-0" 6'-8" 2 WD WD PTD
 1 OBSCURE GLASS 2X6 RR @16" O.C
 11 5'-0" 4'-O" 09 3'-0" 6'-8" 2 WD WD PTD FRENCH DBL DOORS 11
 12 2'-6" 3'-O" 1 OBSCURE GLASS
 13 4'-0" 2'-O" 1 2X
 7 7 8H

 4'-67 8"
 IP
 SLOPE SLOPE

 RIDGE 2X8
 SHOWER


 8'-77 8"
 PLAN NOTES: 2X6 RR @16" O.C 8


 2X6 CJ @16" O.C
 11'-87 8"
 Y
 LE
 1. ALL NEW INTERIOR WALLS TO BE 2x4 UNO AL
 8V
 3'-8"
 04
 2. ALL PLUMBING WALLS TO BE 2x6 2X
 EXTERIOR WALL BRACING METHOD : 5'-103 4"
 3. ALL INTERIOR DOOR TO BE SET 4" FROM WALL UNO BATHROOM
 4. PROVIDE VAPOR BARRIER ON THE WARM SIDE OF EXTERIOR CS-WSP WALL SHEATHING TO
 WALLS IN BATHROOMS BE MIN. 24/16 WD STRUCTURAL
 5. CEILING IN UNFINISHED AREAS WILL HAVE UNFACED INSULATION PANEL SPAN RATING 2X6 RR @16" O.C
 MASTER BEDROOM
 WITH VAPOR BARRIER. NO PERIMETER FRAMING OR INSULATION INSTALLED W/MIN. 8d SIZE NAIL LAUNDRY ROOM
 IN THE UNFINISHED AREAS AT 12" O.C. (filed) & 6" FROM 05

 7'-10"
 EDGES PENETRATING 1.75"
 8'-43 4"
 6. PROVIDE HANDRAILS MIN AND MAX HEIGHTS OF 34" AND 38", WIC
 10'-4" 12'-11116" 1'-4"


 2X6 CJ @16" O.C
 CONTINUOUS THE FULL LENGTH OF THE STAIRS AT LEAST ONE PER 2012 IRC. SECTION

 4'-103 4"
 SIDE OF STAIR AND TERMINATE INTO THE WALL OR NEWEL R602.3(3) 12
 2- 2X12 CLG. BEAM
 TYP. AS IDENTIFIED ON PLAN
 1'-67 16"
 POST. MAXIMUM RISERS HT IS 7 3/4" AND MINIMUM TREADS IS 13 07
 11'-111 4"
 10". PROVIDE 6'-8" HEADROOM FOR STAIR. 08
 7. PROVIDE GUARDRAILS WHERE FLOOR SURFACES ARE 30" OR
 MORE ABOVE THE GRADE BELOW. GUARDRAILS SHOULD HAVE A
 MIN. HEIGHT OF 42" AND HAVE BALUSTERS THAT ARE SPACED RADON VENT SYSTEM NOTES: DN SLOPE
 SO THAT OBJECTS 4" IN DIA. CANNOT PASS THROUGH MIN. 3" DIA. PVC PIPE UP AND DN FOR 4'-312"
 8. MAXIMUM DIFFERENCE BETWEEN THE TALLEST AND THE RADON PASSIVE VENT SYSTEM SLOPE 04 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 SMALLEST STAIR RISER SHALL NOT BE GREATER THAN 3/8" VENT TO BE TERMINATED MIN. 12" 8 2X6 RR @16" O.C
 9. SD AND CO DETECTORS TO BE INSTALLED OUTSIDE OF ABOVE THE ROOF AND MIN 10FT AWAY STAIR: 16 RISERS @ 7 1/2" =10'-0"

 20'-712"
 8


 2X6 CJ @16" O.C
 15 TREADS @ 10" =12'-6"



 2X6 CJ @12" O.C
 BEDROOM WITHIN 15 FT OF BEDROOM DOORS. FROM ANY WINDOW OR OTHER 7'-0"
 3'-6" HIGH 04
 10. ALL PLUMBING FIXTURES LOCATION TO BE V.I.F. W/ OWNER RAILING TYP.
 OPENINGS TO CONDITIONED SPACES



 2X6 CJ @16" O.C
 PRIOR INSTALLATION OF THE BUILDING AND ADJACENT 2X6 RR @16" O.C

 15'-33 4"
 2X6 RR @16" O.C 05
 11. PROVIDE PVC VENTS TYP. FOR MECH. EQUIPMENT BUILDINGS

 3'-101 4"
 12. ALL EXHAUST FANS MUST VENT DIRECTLY TO THE EXTERIOR
 13. ALL FURNACES SHALL BE PROVIDED WITH AN ELECTRICAL ALL EXPOSED AND VISIBLE INTERIOR
 DISCONNECT SWITCH RADON VENT PIPES SHALL BE 7
 14. CUTS, NOTCHES AND HOLES BORED IN TRUSSES, LAMINATED IDENTIFIED WITH AT LEAST ONE LABEL" BEDROOM #3 BEDROOM #2
 VENEER LUMBER, GLUE-LAMINATED MEMBERS OR I-JOISTS ARE RADON REDUCTION SYSTEM" ON EACH BATHROOM #2



 2X6 RR @16" O.C
 NOT PERMITTED UNLESS THE EFFECTS OF SUCH ARE FLOOR AND IN ATTIC IF ACCESSIBLE
 SPECIFICALLY ADDRESSED SLOPE
 2X 10
 RADON PASSIVE VENT SYSTEM VENT TO 8H
 IP
 9 10
 BE TERMINATED MIN. 12" ABOVE THE 4X10 BEAM
 BATHROOM FINISH NOTES: ROOF & MIN 10FT AWAY FROM ANY
 MIN. GLASS MAT GYPSUM BACKERS OR FIBER-REINFORCED GYPSUM WINDOW OR OTHER OPENINGS TO 9'-412" 12'-912"


 2X6 RR @16" O.C
 IP
 BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178 OR C 1278, CONDITIONED SPACES OF THE 2X8H
 RESPECTIVELY, AND INSTALLED IN ACCORDANCE WITH BUILDING & ADJACENT BUILDINGS. 2X
 SLOPE
 8H
 MANUFACTURERS ’ RECOMMENDATIONS SHALL BE USED AS BACKERS 15'-33 4" 8'-83 4" IP
 FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN
 SHOWER AREAS. (TYP. IN ALL BATHRMS)



 25'-0"

 8'-4"




 PROPERTY LINE




 PROPOSED SECOND FLOOR PLAN
 SCALE 1/4" = 1'-0" N

 I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, TO COMPLY
 3
 2
 4
 5
 GENERAL NOTE: PROPOSED SECOND FLOOR PLAN AND NOTES
 Contractors and sub-contractors shall verify all dimensions
 WITH THE PROVISIONS OF THE VILLAGE OF SKOKIE CODES AND LAWS OF THE STATE
 OF ILLINOIS.
 1
 0 For Village Review 00
 6
 7
 and conditions at the job site and notify the owner of any
 discrepancies before starting the job. Do not scale the drawings. PROPOSED NEW ADDITION TO 8018 LOREL AVENUE - SKOKIE, ILLINOIS A1.03
 LICENSE NO. 001-015590 OWNER:: RAFAEL SAYADIAN
Seal Rev. Description Date
 WHITE PAINTED WD.
 ROOF FASCIA TYP.



 TOP OF ROOF 25'-6 81"
 ARCHITECTURAL ROOF
 SHINGLE
 12
 TOP OF ROOF EVE
 4 TYP 21' - 5"
 2ND. FLOOR PLATE
 WHITE ALUM. GUTTERS 21' - 4"
 & DOWN SPOTS TYP.


 BRONZE COLOR ALUM.
 WINDOW FRAME TYP.

 HARDIE BOARD SIDING TYP.

 ARCHITECTURAL ROOF
 SHINGLE

 2ND. FLOOR 12'-2"


 STANDARD OLD HICKORY
 BRICK BROWN COLOR TYP.




 1ST FLOOR 2'-2"



 GRADE 0'-0"




 E A S T E L E V A T I O N
 SCALE 1/4" = 1'-0"



 BRICK: SIDING:
 N - ELEVATION = 437.19 SF N - ELEVATION = 237.23 SF
 S - ELEVATION = 322.14 SF S - ELEVATION = 186.08 SF
 E - ELEVATION = 458.95 SF E - ELEVATION = 347.88 SF
 W- ELEVATION = 420.84 SF W- ELEVATION = 310.51 SF

 TOTAL BRICK COVERAGE = 1639.12 SF TOTAL SIDING COVERAGE = 1081.17 SF

 WHITE PAINTED WD.
 ROOF FASCIA TYP.



 TOP OF ROOF 25'-6 81"
 ARCHITECTURAL ROOF 12
 SHINGLE
 4 TYP TOP OF ROOF EVE
 21' - 5"
 2ND. FLOOR PLATE
 WHITE ALUM. GUTTERS 21' - 4"
 & DOWN SPOTS TYP.


 BRONZE COLOR ALUM.
 WINDOW FRAME TYP.

 HARDIE BOARD SIDING TYP.

 ARCHITECTURAL ROOF
 SHINGLE

 2ND. FLOOR 12'-2"



 STANDARD OLD HICKORY
 BRICK BROWN COLOR TYP.




 7'-4"
 1ST FLOOR 2'-2"



 GRADE 0'-0"




 N O R T H E L E V A T I O N
 SCALE 1/4" = 1'-0"




 I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, TO COMPLY
 3
 2 5
 4
 GENERAL NOTE: PROPOSED NORTH AND EAST ELEVATIONS
 Contractors and sub-contractors shall verify all dimensions
 WITH THE PROVISIONS OF THE VILLAGE OF SKOKIE CODES AND LAWS OF THE STATE
 OF ILLINOIS.
 1
 0 For Village Review 00
 6
 7
 and conditions at the job site and notify the owner of any
 discrepancies before starting the job. Do not scale the drawings. PROPOSED NEW ADDITION TO 8018 LOREL AVENUE - SKOKIE, ILLINOIS A2.01
 LICENSE NO. 001-015590 OWNER : RAFAEL SAYADIAN
Seal Rev. Description Date
 WHITE PAINTED WD.
 ROOF FASCIA TYP.




 ARCHITECTURAL ROOF 12 TOP OF ROOF 25'-6 81"
 SHINGLE 4 TYP
 TOP OF ROOF EVE
 21' - 5"
 2ND. FLOOR PLATE
 WHITE ALUM. GUTTERS 21' - 4"
 & DOWN SPOTS TYP.

 BRONZE COLOR ALUM.
 WINDOW FRAME TYP.

 HARDIE BOARD SIDING TYP.

 ARCHITECTURAL ROOF
 SHINGLE


 2ND. FLOOR 12'-2"




 STANDARD OLD HICKORY
 BRICK BROWN COLOR TYP.


 WHITE PAINTED WD.
 POSTS AND BEAMS 1ST FLOOR 2'-2"

 GARAGE FLR 1'-6 21"

 GRADE 0'-0"
 EXTERIOR GRADE UNFINISHED
 WOOD PATIO COVER (TRELLISES)




 W E S T E L E V A T I O N
 SCALE 1/4" = 1'-0"




 WHITE PAINTED WD.
 ROOF FASCIA TYP.




 ARCHITECTURAL ROOF TOP OF ROOF 25'-6 81"
 SHINGLE 12
 4 TYP TOP OF ROOF EVE
 21' - 5"
 2ND. FLOOR PLATE
 WHITE ALUM. GUTTERS 21' - 4"
 & DOWN SPOTS TYP.


 BRONZE COLOR ALUM.
 WINDOW FRAME TYP.

 HARDIE BOARD SIDING TYP.

 ARCHITECTURAL ROOF
 SHINGLE

 2ND. FLOOR 12'-2"




 STANDARD OLD HICKORY
 BRICK BROWN COLOR TYP.



 1ST FLOOR 2'-2"

 GARAGE FLR 1'-6 21"

 GRADE 0'-0"




 S O U T H E L E V A T I O N
 SCALE 1/4" = 1'-0"




 I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, TO COMPLY
 3
 2
 4
 5
 GENERAL NOTE: PROPOSED WEST AND SOUTH ELEVATIONS
 Contractors and sub-contractors shall verify all dimensions
 WITH THE PROVISIONS OF THE VILLAGE OF SKOKIE CODES AND LAWS OF THE STATE
 OF ILLINOIS.
 1
 0 For Village Review 00
 6
 7
 and conditions at the job site and notify the owner of any
 discrepancies before starting the job. Do not scale the drawings. PROPOSED NEW ADDITION TO 8018 LOREL AVENUE - SKOKIE, ILLINOIS A2.02
 LICENSE NO. 001-015590 OWNER:: RAFAEL SAYADIAN
Seal Rev. Description Date
 COVER SHEET, SITE PLAN
 8822 KNOX SKOKIE IL.
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 MECHANICAL DRAWING LIST
 AFF ABOVE FINISHED FLOOR SHEET DESCRIPTION DATE
 EACH TRADE SHALL PREPARE COORDINATION DRAWINGS. THESE DRAWINGS SHALL DETAIL ALL 1. DRAWINGS ARE GENERALLY DIAGRAMMATIC. ROUTING OF PIPING AND DUCTWORK AS
 BHP BRAKE HORSE POWER ELEMENTS, COMPONENTS, AND SYSTEMS OF THE APPLICABLE MECHANICAL, PLUMBING, AND SHOWN, DOES NOT INTEND TO SHOW EVERY RISE, DROP, OFFSET, FITTING NOR EVERY M0.0 HVAC SYMBOLS, ABBREVIATIONS, AND NOTES 3/17/2021
 ELECTRICAL TRADE. DRAWINGS SHALL ALSO INDICATE THE WORK LOCATIONS OF OTHER STRUCTURAL ELEMENT THAT MAY BE ENCOUNTERED DURING THE INSTALLATION OF THIS
 M0.1 MECHANICAL SPECIFICATIONS 3/17/2021
 BTUH BRITISH THERMAL UNIT PER HOUR TRADES AND INDICATE THEIR RELATIONSHIP IN ALL AREAS WHERE LIMITED SPACE REQUIRES WORK. EACH CONTRACTOR SHALL MAKE ANY REQUIRED CHANGES FROM THE GENERAL
 DETAILED COORDINATION. ALL SYSTEM COMPONENTS OF TRADE BEING PRESENTED SHALL ROUTING SHOWN ON THESE DRAWINGS, SUCH AS OFFSETS, BENDS OR CHANGES IN M1.1 HVAC BASEMENT AND FIRST FLOOR PLAN 3/17/2021
 BV BALL VALVE APPEAR DARK AND BE EASILY DISTINGUISHED FROM ARCHITECTURAL INFORMATION OR OTHER ELEVATION DUE TO COORDINATION WITH THE WORK OF OTHER TRADES AND BUILDING
 M1.2 HVAC SECOND FLOOR PLAN 3/17/2021
 SYSTEM INFORMATION INCLUDED FOR COORDINATION PURPOSES. ALL INFORMATION INCLUDED CONSTRUCTION. ALL CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER
 CFM CUBIC FEET PER MINUTE
 THAT IS NOT A PART OF THE SYSTEM BEING PRESENTED SHALL BE INDICATED LIGHT OR HALF OR DELAY IN COMPLETION DATE OF THE PROJECT. M3.0 HVAC DETAILS 3/17/2021
 CO CLEANOUT TONE. INDICATE LOCATIONS WHERE SPACE IS LIMITED FOR INSTALLATION AND ACCESS AND M4.0 HVAC SCHEDULES 3/17/2021
 WHERE SEQUENCING AND COORDINATION OF INSTALLATIONS ARE OF IMPORTANCE TO THE 2. THE SEQUENCE FOR THE INSTALLATION OF ALL WORK SHALL BE COORDINATED BETWEEN
 CTP COOLING TOWER PUMP EFFICIENT FLOW OF THE WORK, INCLUDING BUT NOT NECESSARILY LIMITED TO THE ALL CONTRACTORS ON THE PROJECT AND IN STRICT ACCORDANCE WITH CONSTRUCTION
 FOLLOWING: MANAGER AND OWNERS STIPULATION AS CALLED FOR IN THE SPECIFICATION AND/OR AS
 CTR COOLING TOWER WATER RETURN
 DIRECTED.
 D DRAIN LINE 1. INDICATE THE PROPOSED LOCATIONS OF PIPING, DUCTWORK, EQUIPMENT, AND MATERIALS.
 INCLUDE THE FOLLOWING: 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, ELECTRICAL, PLUMBING, AND
 DB DRY BULB STRUCTURAL CONTRACT DOCUMENTS (BEFORE SUBMITTING THEIR BIDS) TO FAMILIARIZE
 A. DUCTWORK MAINS AND BRANCHES, SIZE AND LOCATION, FOR BOTH EXTERIOR AND THEMSELVES WITH THE EXTENT OF THE OTHER TRADES CONTRACTORS WORK, CEILING
 DN DOWN INTERIOR; LOCATIONS OF DAMPERS AND OTHER CONTROL DEVICES; FILTERS, BOXES, HEIGHTS AND CLEARANCE FOR INSTALLING THEIR WORK.
 AND TERMINAL UNITS REQUIRING PERIODIC MAINTENANCE OR REPAIR.
 EAT ENTERING AIR TEMPERATURE
 4. CONTRACTOR SHALL BE RESPONSIBLE AND PAY FOR ALL CORING, CUTTING, PATCHING,
 EF EXHAUST FAN B. MAINS AND BRANCHES OF ALL PIPING SYSTEMS, WITH VALVES AND CONTROL DEVICES REPAIRING AND REFINISHING OF BUILDING CONSTRUCTION REQUIRED TO ACCOMMODATE
 LOCATED AND NUMBERED, UNIONS LOCATED, AND WITH ITEMS REQUIRING THE INSTALLATION OF THEIR WORK. (NOTE: FLOOR CUTTING AND PATCHING FOR NEW
 EX.D. EXHAUST DUCT MAINTENANCE. INDICATE ACTUAL INVERTS AND HORIZONTAL LOCATIONS OF DUCTWORK AND ALL ROOF CUTTING AND PATCHING TO BE BY GENERAL CONTRACTOR.) ALL
 UNDERGROUND PIPING. PATCHING, REPAIRING AND REFINISHING WORK SHALL BE PERFORMED BY THOSE
 F FAHRENHEIT REGULARLY INVOLVED IN THAT TRADE AND SHALL MATCH THE NEW CONSTRUCTION AS
 C. EQUIPMENT LOCATIONS (EXPOSED AND CONCEALED), DIMENSIONED FROM PROMINENT CLOSELY AS POSSIBLE. CARE SHALL BE TAKEN SO AS NOT TO DAMAGE ANY EXISTING
 FC FLEXIBLE CONNECTOR
 BUILDING LINES. BUILDING CONSTRUCTION OR ITEMS THAT ARE TO REMAIN. ANY EXISTING FINISHES THAT ARE
 FD FLOOR DRAIN DAMAGED DURING THE INSTALLATION OF NEW WORK SHALL BE REPAIRED, REPLACED AND
 D. CLEARANCES FOR INSTALLING AND MAINTAINING INSULATION. PAID FOR BY THE INSTALLING CONTRACTOR, TO THE SATISFACTION OF THE ARCHITECT AND
 FPM FEET PER MINUTE OWNER. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING BUILDING CONSTRUCTION
 E. CLEARANCES FOR SERVING AND MAINTAINING EQUIPMENT, INCLUDING TUBE REMOVAL, THAT IS TO REMAIN AND, THEREFORE, SUBJECT TO PATCHING, REPAIRING, AND REFINISHING.
 G GAS PIPING
 FILTER REMOVAL, ETC.
 HP HORSEPOWER 5. CONTRACTOR SHALL INSTALL ALL AUXILIARY SUPPORTING STEEL AS REQUIRED FOR THE
 F. EQUIPMENT CONNECTIONS AND SUPPORT DETAILS. SUPPORTING OF THEIR PIPING, DUCTWORK, CONDUIT, TANKS, EQUIPMENT, ETC. ALL
 HPU HEAT PUMP UNIT SUPPORTING STEEL FOR ITEMS ABOVE A SUSPENDED CEILING SHALL BE FROM BUILDING
 G. EXTERIOR WALL AND FOUNDATION PENETRATIONS. STRUCTURAL MEMBERS ONLY.
 LAT LEAVING AIR TEMPERATURE
 H. FIRE-RATED WALL AND FLOOR PENETRATIONS. 6. ALL PIPING SHALL BE SUSPENDED WITH CLEVIS AND/OR TRAPEZE PIPE HANGERS. INSULATED
 NC NEW CONNECTION
 PIPING SHALL REST ON STEEL OR WOOD. PIPE COVERING PROTECTION SADDLES OR SHEET
 NK NECK I. SIZES AND LOCATION OF REQUIRED CONCRETE PADS AND BASES. METAL INSULATION SHIELDS AS CALLED FOR IN THE SPECIFICATIONS AND/OR DETAILED ON
 THE DRAWINGS.
 PD PRESSURE DROP J. VALVE STEM MOVEMENT.
 7. BEFORE STARTING ANY SYSTEM INSTALLING CONTRACTOR SHALL CONTACT EQUIPMENT
 PH PHASE K. INDICATE LOCATION OF ALL EQUIPMENT, DUCTWORK, PIPING, ETC., WITH DIMENSIONS MANUFACTURER TO VERIFY THAT EACH PIECE OF EQUIPMENT OR SYSTEM HAS BEEN
 FROM PROMINENT BUILDING LINES; AND ELEVATIONS ABOVE CORRESPONDING FLOORS, CHECKED FOR PROPER LUBRICATION, DRIVE ROTATION, BELT TENSION, CONTROL SEQUENCE
 PS PIPE SLEEVE
 ROOFS OR GRADE AS APPLICABLE. OR OTHER CONDITIONS WHICH MAY CAUSE DAMAGE TO THE EQUIPMENT OR SYSTEM.
 PSI POUNDS PER SQUARE INCH
 2. INDICATE SCHEDULING, SEQUENCING, MOVEMENT, AND POSITIONING OF LARGE 8. ALL PIPING PASSING THRU FLOOR CONSTRUCTION SHALL HAVE A SCHEDULE 40 STEEL PIPE
 RE.D. RETURN AIR DUCT EQUIPMENT INTO THE BUILDING DURING CONSTRUCTION. SLEEVE INSTALLED AROUND PIPE ONLY. ALL PIPE PASSING THRU WALLS SHALL HAVE A
 GALVANIZED SHEET METAL OR SCHEDULE 40 STEEL PIPE SLEEVE INSTALLED AROUND THE
 RPM REVOLUTIONS PER MINUTE 3. PREPARE FLOOR PLANS, ELEVATIONS, AND DETAILS TO INDICATE PENETRATIONS IN PIPE AND PIPE INSULATION.
 FLOORS, WALLS, AND CEILINGS AND THEIR RELATIONSHIP TO OTHER PENETRATIONS AND
 RTU ROOF TOP UNIT
 INSTALLATIONS. 9. THE DRAWINGS, SCHEDULES AND SPECIFICATIONS HAVE BEEN PREPARED USING ONE
 SP STATIC PRESSURE MANUFACTURER FOR EACH PIECE OF EQUIPMENT AS THE BASIS FOR DIMENSIONAL DESIGN.
 4. PREPARE REFLECTED CEILING PLANS TO COORDINATE AND INTEGRATE INSTALLATIONS, IF THE CONTRACTOR PURCHASES EQUIPMENT LISTED AS A SPECIFIED ACCEPTABLE
 SU.D. SUPPLY DUCT DUCTWORK, LIGHT FIXTURES, PIPING, AND OTHER CEILING-MOUNTED ITEMS. DIMENSION MANUFACTURER BUT IS NOT THE SCHEDULED MANUFACTURER USED FOR THE BASE DESIGN,
 ALL ITEMS FROM PROMINENT BUILDING LINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL THE DIMENSIONS OF THE
 TFB TO FLOOR BELOW
 EQUIPMENT TO VERIFY THAT IT WILL FIT IN THE SPACE SHOWN ON THE DRAWINGS. MINOR
 5. SUBMIT ALL COORDINATION DRAWINGS AND/OR SHOP DRAWINGS PRIOR TO PURCHASE, DEVIATIONS IN DIMENSIONS WILL BE PERMITTED, PROVIDED THE RATINGS MEET THOSE
 TSP TOTAL STATIC PRESSURE
 FABRICATION, OR INSTALLATION OF ANY EQUIPMENT. ANY WORK STARTED OR EQUIPMENT SHOWN ON THE DRAWINGS AND EQUIPMENT WILL PHYSICALLY FIT INTO THE SPACE
 UC UNDERCUT DOOR PURCHASED PRIOR TO THE REVIEW OF SUBMITTED DRAWINGS BY THE ALLOCATED WITH REQUIRED ACCESS AROUND EQUIPMENT FOR OPERATION AND
 ARCHITECT/ENGINEER IS DONE AT THE CONTRACTOR'S RISK. THE OFFENDING MAINTENANCE OF THE EQUIPMENT.
 WB WET BULB CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR ALL CHANGES, MODIFICATIONS,
 AND/OR EXTRA SERVICES REQUIRED RESULTING FROM THE IMPROPER COORDINATION 10. CONTRACTOR SHALL FIELD VERIFY THE SIZE OF EXISTING OPENINGS, WINDOWS, DOORS,
 WC WATER COLUMN
 AND/OR IMPROPER SUBMITTAL PROCESS. CORRIDORS, ROOMS, ETC. FOR ACCESS OF THE NEW EQUIPMENT INTO THE EXISTING
 WG WATER GAUGE BUILDING. IF OPENINGS ARE TOO SMALL FOR ACCESS, THEN CONTRACTOR SHALL PROVIDE
 6. ENCIRCLE OR BUBBLE ANY REVISIONS MADE ON DRAWINGS BEING SUBMITTED MORE THAN NEW OR ENLARGED OPENINGS, AT HIS OWN EXPENSE, TO FACILITATE ENTRANCE INTO
 ONE TIME. INDICATE ALL REVISIONS OR CHANGES MADE SUBSEQUENT TO THE PREVIOUS EXISTING SPACE OR BUILDING. CONTRACTOR MAY ELECT TO ORDER THE EQUIPMENT
 NOTE:
 SUBMITTAL REVIEWED BY THE ARCHITECT/ENGINEER. DISASSEMBLED AND/OR WITH SPLIT HOUSING FOR ENTRANCE INTO THE EXISTING SPACE OR
 1. THIS IS A GENERAL SYMBOL LIST THEREFORE SOME BUILDING. CONTRACTOR SHALL REASSEMBLE EQUIPMENT AFTER IT IS IN THE SPACE AT HIS
 ITEMS MAY NOT DIRECTLY APPLY TO THIS PROJECT OWN EXPENSE.
 AND DRAWINGS.
 2. DISREGARD SYMBOLS AND ABBREVIATIONS WHICH 11. REMOVED/REINSTALLED AND EXISTING TO REMAIN EQUIPMENT: REINSTALL EQUIPMENT IN
 DO NOT APPLY TO THIS PROJECT. LOCATIONS INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW EQUIPMENT.




P:\2021\EnviroControl\21-136A1 - Residence\M\21-136A1 - M0.0_M0.1 - HVAC Symbols and Abbrevs.dwg, 3/17/2021 11:41:04 PM
 DEMOLITION WORK PROVIDE NEW CONNECTIONS (PIPING, DUCTWORK, ELECTRICAL, GAS, FLUE AND DRAIN)
 NECESSARY TO MAKE THE EQUIPMENT FUNCTIONAL FOR USE INDICATED.
 NATURAL GAS LINE
 12. THE ACCESSORIES OR DEVICES REASONABLY INFERABLE AS NECESSARY, TO THE COMPLETE
 ARROW INDICATES DIRECTION OF FLOW AND PROPER INSTALLATION AND OPERATION OF ANY SYSTEM SHALL BE PROVIDED BY
 CONTRACTOR WHETHER OR NOT THEY ARE SPECIFICALLY CALLED FOR IN THE CONTRACT
 PIPE ELBOW (TURNED UP) DOCUMENTS.
 KEYED NOTE TAG PIPE ELBOW (TURNED DOWN)
 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPING, DUCTWORK AND SERVICES
 SIZES NOTED IN THESE DRAWINGS. ANY DISCREPANCY IN THE NOTED SIZES SHALL NOT BE
 PIPE TEE HORIZONTAL
 EQUIPMENT TAG THE BASIS OF ADDITIONAL COST TO THE CONTRACT.
 EQUIPMENT TAG NO. SQUARE HEAD COCK
 14. THE EXISTING SERVICES AS SHOWN ON THESE DRAWINGS HAS BEEN DETERMINED FROM THE




 HVAC SYMBOLS,
 BEST AVAILABLE INFORMATION WHICH IS REPRODUCED HERE FOR CONVENIENCE. HOWEVER
 SECTION NUMBER THE CONTRACTOR SHALL PERFORM HIS OWN RESEARCH/INVESTIGATION TO CONFIRM ALL
 UC (DG) DG: DOOR GRILLE EXISTING SERVICES SHOWN ON THESE DRAWINGS. ANY DISCREPANCY IN THIS REGARD
 DRAWING ON WHICH SUPPLY DIFFUSER UC: DOOR UNDERCUT
 SECTION IS SHOWN SHALL NOT BE THE BASIS OF ADDITIONAL COST TO THE CONTRACT.

 THERMOSTAT (NEW OR 15. REVISIONS AND ALTERATIONS OF EXISTING SERVICES DUE TO THE NEW CONSTRUCTION:
 DETAIL NUMBER
 RETURN GRILLE RELOCATED), +48" AFF, WITH WHERE NECESSARY RE-ROUTE PIPING, DUCTWORK FROM WITHIN WALLS, FLOORS, CEILINGS
 DRAWING ON WHICH GUARD TO ACCOMMODATE NEW WORK.




 ABBREVIATIONS,
 DETAIL IS LOCATED
 DUCT SMOKE DETECTOR
 16. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED AS PER MANUFACTURER'S
 POINT OF NEW CONNECTION INSTRUCTIONS UNLESS NOTED OTHERWISE. ALL PIPING, VALVES, CONNECTIONS, DEVICES
 ROOF EXHAUST FAN CARBON DIOXIDE (CO2)
 BETWEEN EXISTING & NEW WORK RECOMMENDED BY MANUFACTURER OR REQUIRED FOR PROPER OPERATION SHALL BE
 SENSOR
 PROVIDED WITHOUT ADDITIONAL COST TO THE CONTRACT.

 RIGGID ROUND ELBOW
 17. CONTRACTOR SHALL PERFORM ALL CUTTING, PATCHING, AND PAINTING AS REQUIRED TO




 AND NOTES
 AIR DEVICE NECK SIZE WITH FLEXIBLE DUCT
 COMPLETE THE WORK.

 AIR FLOW QUANTITY (CFM)
 VOLUME DAMPER
 AIR DEVICE TAG

 FIRE DAMPER




 M0.0
 EnviroControl
 Systems Design, Inc.
 M,E,P & FP Consultant
 3512 Prestwick Lane, Northbrook, IL 60062

 PROGRESS - 03.17.2021 ph. 847.348.1156 fax 847.403.3036
 e-mail: mail.us@envirocontrol.us
 MECHANICAL SPECIFICATIONS AND BUILDING STANDARDS


 SCOPE OF WORK - THIS CONTRACTOR SHALL FURNISH, INSTALL AND CLEANING - ALL AREAS SHALL BE BROOM CLEANED UPON COMPLETION
 MAKE OPERATIONAL ALL EQUIPMENT, DUCTWORK AND PIPING AS SHOWN AND ALL EXCESS MATERIALS AND WASTE SHALL BE REMOVED FROM THE
 ON THE PLANS AND DESCRIBED ON THIS DRAWINGS INCLUDING JOB SITE DAILY.
 DIFFUSERS, REGISTER, GRILLES, ETC. AND ALL NECESSARY CUTTING OF
 ACCESS. INTERFERENCES & ENGINEER AVAILABILITY - IF THE FOREMAN FEELS
 THAT THE INSTALLATION CAN BE IMPROVED, EXPEDITED OR CAN NOT BE
 BIDDING - FURNISH A BASE PRICE FOR ALL WORK SHOWN ON THE PLANS LAID OUT AS SHOWN ON THE PLANS, HE SHALL REQUEST FOR A
 AND DESCRIBED IN THE SPECIFICATIONS. REPRESENTATIVE OF ARCHITECT TO BE AVAILABLE AT THE JOB SITE. THE
 CONTRACTOR/FOREMAN SHALL MAINTAIN COMMUNICATION BETWEEN
 ACCESS - ACCESS TO THE SITE SHALL BE COORDINATED WITH THE THE INSTALLERS AND ARCHITECT THROUGHOUT THE COURSE OF THE
 ARCHITECT AND THE OTHER TRADES. PROJECT.

 AIR BALANCING - THIS CONTRACTOR SHALL INCLUDE TESTING AND AIR SUBMITTALS - THIS CONTRACTOR SHALL COORDINATE WITH G.C. AND
 BALANCING IN HIS BID BY AN INDEPENDENT, AABC CERTIFIED AIR OTHER SUBCONTRACTORS, SUBMIT MANUFACTURES DATA SHEETS ON
 TESTING AND BALANCING CONTRACTOR. ALL EQUIPMENT, DIFFUSERS, 1/4" SCALE SHEET METAL LAYOUTS AND
 OTHER COMPONENTS SHOWN ON THESE PLANS FOR REVIEW BY THE
 THE AIR BALANCER SHALL ADJUST THE AIR SUPPLY TO AND RETURN ARCHITECT/OWNER. SHEET METAL SHOP DRAWINGS SHALL INDICATE
 FROM ALL THE OUTLETS SHOWN TO WITHIN 5% OF THE ASSIGNED AIR DUCT SIZES, ELEVATIONS, COORDINATED WITH OTHER TRADES ETC. ALL
 QUANTITY. SHOP DRAWINGS SHALL BE APPROVED BY ARCHITECT/OWNER PRIOR TO
 INSTALLATION BY THE CONTRACTOR.
 THE BALANCER SHALL UTILIZE THE DUCT DAMPERS AND BRANCH
 SPLITTERS TO SET INITIAL VOLUMES. DIFFUSER AND GRILLE DAMPERS WARRANTY - THIS CONTRACTOR SHALL WARRANT ALL MATERIALS,
 SHALL BE USED FOR FINE TUNE ADJUSTMENTS. FAN SHORTAGES SHALL PURCHASED EQUIPMENT INSTALLED AND LABOR PERFORMED UNDER
 BE REPORTED TO THE ARCHITECT. FAN ADJUSTMENTS IS A PART OF THIS THIS CONTRACT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE FULL
 WORK. PRESSURE TEST SHALL BE DONE AS PER SMACNA STANDARDS YEAR FROM THE DATE OF SIGN OFF FOR FINAL PAYMENT. THIS INCLUDES
 AND PER BUILDING STANDARDS. THIS CONTRACTOR SHALL PROVIDE 2 ENFORCEMENT OF THE MANUFACTURES WARRANTIES ON ALL
 SETS OF VENTILATION TEST REPORTS WITH MARKED-UP PRINTS TO THE EQUIPMENT. COPIES OF ALL WARRANTIES SHALL BE GIVEN TO THE
 ARCHITECT/OWNER. OWNER.

 VISIT TO SITE - THE MECHANICAL CONTRACTOR SHALL VISIT THE SITE, SERVICE ACCESS - ALL SERVICEABLE EQUIPMENT AND COMPONENTS
 PRIOR TO SUBMITTING THE BID, TO VERIFY ALL EXISTING CONDITIONS SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION WITH
 AND ASSURE THAT ALL REQUIRED WORK IS INCLUDED IN THE BID PRICE. APPROPRIATE CLEARANCES FROM ADJACENT EQUIPMENT AND/OR
 NO EXTRA CHARGES SHALL BE ACCEPTED BY THE ARCHITECT/OWNER STRUCTURES. CLEARANCES SHALL BE PER THE MANUFACTURER'S
 FOR WORK THAT HAS TO BE PERFORMED DUE TO THE CONTRACTOR'S INSTALLATION INSTRUCTIONS. THE MECHANICAL CONTRACTOR IS
 FAILURE TO ADEQUATELY VERIFY EXISTING CONDITIONS. RESPONSIBLE FOR THE FINAL LOCATION OF ALL EQUIPMENT IN THE
 FIELD.
 HVAC DRAWINGS - THESE DRAWINGS ARE TO SHOW THE SCOPE OF THE
 REQUIRED WORK. THEY ARE NOT COORDINATED SHOP DRAWINGS NOR
 ARE THEY DIMENSIONALLY PERFECT. BIDDING CONTRACTORS SHALL
 MAKE WHATEVER ALLOWANCES ARE NECESSARY IN ORDER TO FIT,
 COORDINATE, AND COMPLETE THIS WORK FOR THE QUOTED SUM.
 CEILINGS - COORDINATE DUCT RUNS AND DIFFUSER LOCATIONS WITH
 COORDINATION OF TRADES - THE MECHANICAL CONTRACTOR SHALL
 COORDINATE HIS WORK WITH ALL OTHER TRADES TO AVOID
 CEILING LAYOUT, VERIFY OULET AND LIGHTING LOCATIONS, AND CENTER
 ALL AIR OUTLETS IN CONNECTION WITH OTHER BUILDING ELEMENTS.
 DUCTWORK INSULATION SCHEDULE
 INTERFERENCE WITH THE WORK OF OTHER TRADES. HVAC WORK THAT SUPPORT DUCTWORK FROM STRUCTURAL BEAMS.
 INTERFERES WITH THAT OF OTHER TRADES DUE TO LACK OF MINIMUM THICKNESS,
 COORDINATION SHALL BE CHANGED AT NO ADDITIONAL COST TO THE No DUCTWORK TYPE
 MANUAL DAMPERS - THIS CONTRACTOR SHALL FURNISH AND INSTALL A R-VALUE INCHES
 ARCHITECT/OWNER. MANUAL VOLUME DAMPER, OR A SPLITTER DAMPER IN EACH NEW LOW
 PRESSURE DUCT TAKE-OFF, AND AT EACH RETURN OPENING. FURNISH & 1 SUPPLY DUCTS (CONCEALED ABOVE CEILING) R-6 2" GFF
 CEILING ACCESS - THE GENERAL CONTRACTOR SHALL PROVIDE CEILING INSTALL A SPIN COLLAR DAMPER (SCD) OR OVAL COLLAR DAMPER (OCD) 2 TRANSFER DUCTS -- 1" GFL
 ACCESS TO EACH CEILING MOUNTED EQUIPMENT SHOWN ON THE AS REQUIRED. SEAL ALL SPIN COLLAR AND OVAL COLLAR CONNECTIONS
 DRAWINGS. ACCESS SHALL BE OF SUFFICIENT SIZE TO ALLOW NORMAL WITH UNITED DUCT SEALER. 3 GENERAL EXHAUST WITHIN 10'-0" OF FAN -- 1" GFL
 MAINTENANCE. COORDINATE EQUIPMENT LOCATION WITH GENERAL
 CONTRACTOR. DUCTWORK FABRICATION (GENERAL) - ALL DUCTWORK SHALL BE 4 RETURN DUCTWORK (CONCEALED ABOVE CEILING) R-6 1.5" GFF
 FURNISHED AND INSTALLED IN A WORKMAN-LIKE MANNER, CONSISTENT 5 OUTSIDE AIR AND MIXED AIR DUCTWORK R-6 2" GFR
 CHANGES - THE LAYOUT AND SIZES OF DUCTWORK AND EQUIPMENT ON WITH SMACNA STANDARDS. ALL DUCTWORK SHALL BE METAL AS
 THIS PROJECT HAVE BEEN BASED ON EXISTING BASE BUILDING REQUIRED BY LOCAL CODE. ALL DUCTWORK SHALL BE FABRICATED FROM 6 COMBUSTION AIR DUCTWORK R-6 2" GFR
 DRAWINGS. ANY CHANGES THE CONTRACTOR PROPOSES TO MAKE MUST PRIME QUALITY GALVANIZED SHEET STEEL. WATER STAINED MATERIAL IS
 BE SUBMITTED TO THE ARCHITECT/OWNER WITH HIS BID IN WRITING. EXPOSED SUPPLY OR RETURN DUCTWORK IN MECHANICAL
 UNACCEPTABLE. TURNING VANES SHALL BE OMITTED. SIZES SHOWN ON 7 R-6 2" GFR
 AFTER THE CONTRACT HAS BEEN AWARDED, CHANGES TO THE LAYOUT OR STORAGE ROOMS
 THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS.
 OR SIZES MUST BE SUBMITTED TO THE ARCHITECT IN THE FORM OF
 DIMENSIONED SHOP DRAWINGS FOR APPROVAL. LOW PRESSURE RECTANGULAR DUCTWORK - ALL DUCTWORK SHALL BE
 FURNISHED AND INSTALLED IN A WORKMAN-LIKE MANNER, CONSISTENT LEGEND:
 CUTTING - EACH TRADE SHALL DO THE REQUIRED CUTTING NECESSARY WITH SMACNA STANDARDS FOR 2" SP (WG). DUCTWORK SHALL BE
 FOR THE PASSAGE OF HIS OWN WORK. THE GENERAL CONTRACTOR FABRICATED USING THE FOLLOWING MINIMUM GAUGES FOR THE WIDTHS GFF - GLASS FIBER, FLEXIBLE; GFL - GLASS FIBER DUCT LINER; GFR - GLASS FIBER, RIGID
 SHALL PATCH THE CONSTRUCTION, AS LONG AS THE CUTTING IS DONE IN LISTED. 26 GA FOR DUCTS UP TO 12" WIDE, 24 GA FOR DUCTS 13" TO 29"
 A TIMELY AND PROPER MANNER. WIDE, AND 22 GA FOR DUCTS 30" TO 54" WIDE. ALL DUCTWORK SHALL BE * - SEE INSULATION NOTES ON HVAC DETAILS SHEET
 FABRICATED FROM PRIME QUALITY GALVANIZED SHEET STEEL. WATER
 PROTECTION OF EXISTING CONDITIONS - THE CONTRACTOR SHALL STAINED MATERIAL IS UNACCEPTABLE. TURNING VANES SHALL BE
 PROTECT ALL EXISTING BUILDING SURFACES, EQUIPMENT AND FIXTURES OMITTED. SIZES SHOWN ON THE DRAWINGS ARE CLEAR INSIDE
 FROM DAMAGE FROM THE CONSTRUCTION WORK FOR THIS PROJECT. DIMENSIONS.
 ANY DAMAGE CAUSED BY THIS CONTRACTOR SHALL BE REPAIRED AT HIS
 OWN EXPENSE. LOW PRESSURE ROUND DUCTWORK - ROUND RIGID SHEET METAL
 DUCTWORK SHALL BE USED FOR ALL RUN OUTS TO DIFFUSERS MORE
 PERMITS & CODES - THIS CONTRACTOR SHALL OBTAIN ALL PERMITS AS THAN FIVE LINEAL FEET (5'-O") FROM THE RECTANGULAR DUCT, I.E. 5'-O"
 REQUIRED AT HIS OWN EXPENSE. ALL WORK PERFORMED AND MAXIMUM FLEX LENGTH. ALL ROUND ELBOWS & OFFSETS SHALL BE
 MATERIALS INSTALLED ON THIS PROJECT SHALL BE IN ACCORDANCE STAMPED TWO PIECE SHEET METAL PER SMACNA STANDARDS. NO
 WITH LOCAL CITY/VILLAGE CODES, NFPA, ASHRAE, NEC AND ALL OTHER SEGMENTED OR GORE ELBOWS WILL BE ACCEPTED.
 APPLICABLE CODES AND STANDARDS.

 TEMPERATURE CONTROL NOTES




P:\2021\EnviroControl\21-136A1 - Residence\M\21-136A1 - M0.0_M0.1 - HVAC Symbols and Abbrevs.dwg, 3/17/2021 11:41:05 PM
 “
 ” “

 “ ”

 ”




 MECHANICAL



 SPECIFICATIONS



 M0.1
 EnviroControl
 Systems Design, Inc.
 M,E,P & FP Consultant


 PROGRESS - 03.17.2021
 3512 Prestwick Lane, Northbrook, IL 60062
 ph. 847.348.1156 fax 847.403.3036
 e-mail: mail.us@envirocontrol.us
 ... TONS ... TONS
 CU CU
 1 1
 1 2

 ... CFM
 WL
 1




 GUH
 ... CFH 1 1




 TEF
 ... CFM 1 2


 ... " Ø
 SHOWER RECEPTOR
 ARCHER
 K-9396
 FRP




 ... CFM
 ... " Ø
 EF
 1 1
 GFU
 1 1
 SOFFIT
 ... CFM (TYPICAL)


 ... " Ø
 TEF
 1 1
 SIDEWALL SUPPLY ... CFM
 REGISTER (TYPICAL)
 K-9396
 SHOWER RECEPTOR
 FRP
 ARCHER




 FLOOR MOUNTED
 SUPPLY REGISTER
 (TYPICAL)




 UP TO FLOOR MOUNTED
 SUPPLY REGISTER
 ABOVE (TYPICAL)




 NORTH NORTH

 HVAC FIRST FLOOR PLAN HVAC BASEMENT FLOOR PLAN




P:\2021\EnviroControl\21-136A1 - Residence\M\21-136A1 - M1.1 - HVAC Basement and 1st Floor.dwg, 3/17/2021 11:41:08 PM
 1 SCALE: 1/4"=1'-0"
 2 SCALE: 1/4"=1'-0"




 HVAC BASEMENT AND
 EQUIPMENT DESCRIPTION: DRAWING NOTES: (THIS SHEET ONLY)
 CU 1 MAINTAIN CODE REQUIRED, MANUFACTURER RECOMMENDED CLEARANCES AT HVAC
 CONDENSING UNIT
 EQUIPMENT.
 EF 2
 EXHAUST FAN

 GFU
 GAS FURNACE UNIT

 GUH
 GAS UNIT HEATER

 TEF




 FIRST FLOOR PLANS
 TOILET EXHAUST FAN

 WL
 WALL LOUVER




 M1.1
 EnviroControl
 Systems Design, Inc.
 M,E,P & FP Consultant
 3512 Prestwick Lane, Northbrook, IL 60062

 PROGRESS - 03.17.2021 ph. 847.348.1156 fax 847.403.3036
 e-mail: mail.us@envirocontrol.us
 5.0000




 GFU
 1 2
 SOFFIT
 ... CFM (TYPICAL)




 TEF
 1
 1
 ... CFM


 STARGAZE
 ACRYLIC
 K-6367
 BATH




 NORTH NORTH

 HVAC ROOF PLAN HVAC SECOND FLOOR PLAN
 1 2




P:\2021\EnviroControl\21-136A1 - Residence\M\21-136A1 - M1.2 - HVAC 2nd Floor.dwg, 3/17/2021 11:41:11 PM
 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"




 EQUIPMENT DESCRIPTION: DRAWING NOTES: (THIS SHEET ONLY) HVAC SECOND FLOOR
 GFU 1 MAINTAIN CODE REQUIRED, MANUFACTURER RECOMMENDED CLEARANCES AT HVAC
 GAS FURNACE UNIT
 EQUIPMENT.
 TEF 2
 TOILET EXHAUST FAN




 AND ROOF PLANS



 M1.2
 EnviroControl
 Systems Design, Inc.
 M,E,P & FP Consultant
 3512 Prestwick Lane, Northbrook, IL 60062

 PROGRESS - 03.17.2021 ph. 847.348.1156 fax 847.403.3036
 e-mail: mail.us@envirocontrol.us
P:\2021\EnviroControl\21-136A1 - Residence\M\21-136A1 - M3.0 - HVAC Details.dwg, 3/17/2021 11:41:13 PM
 HVAC DETAILS




 M3.0
 EnviroControl
 Systems Design, Inc.
 M,E,P & FP Consultant
 3512 Prestwick Lane, Northbrook, IL 60062

 PROGRESS - 03.17.2021 ph. 847.348.1156 fax 847.403.3036
 e-mail: mail.us@envirocontrol.us
 VENTILATION SCHEDULE – INTERNATIONAL MECHANICAL CODE – 2012
 NATURAL VENTILATION (SECTION
 ROOM DATA MECHANICAL VENTILATION (SECTION 403)
 402)

 ROOM MIN. OPERBL. ACTUAL ESTIM. MAX. LOAD REQUIRED OUTSIDE AIR / EXHAUST ACTUAL ROOM VENTILATION
 ROOM NAME OCCUPANCY CLASSIFICATION FOOR AREA HEIGHT VOLUME NOTES
 NUMBER AREA OPERBL. AREA PERS./PLUMB. FIXTURES SUPPLY CFM
 CFM/SQ.FT.
 PER 1000 CFM/ PERSON CFM/WC(UR) TOTAL O.A. EXHAUST CFM EXHAUST CFM
 SQ.FT. FT. CU.FT. SQ.FT. SQ.FT. ACTUAL TOTAL % O.A. TOTAL O.A.
 SQ.FT.
 BASEMENT
 001 LIVING LIVING AREAS 280 8.0 2,240 12 SEE NOTE 1 -- 0 0 0.35 13 -- 100 0.0 0 -- 1,2,3

 002 BEDROOM 1 LIVING AREAS 154 8.0 1,232 7 SEE NOTE 1 - 0 0 0.35 7 -- 100 0.0 0 -- 1,2,3

 003 BEDROOM 2 LIVING AREAS 157 8.0 1,256 7 SEE NOTE 1 '- 0 0 0.35 7 -- 100 0.0 0 -- 1,2,3

 004 STAIR 2 LIVING AREAS 34 8.0 272 2 SEE NOTE 1 -- -- 0 0.35 2 -- 100 0.0 0 -- 1,2,3

 005 LAUNDRY LAUNDRY ROOM 112 8.0 896 5 SEE NOTE 1 -- -- 0 0.12 14 -- 100 0.0 0 -- 1,2,3

 006 STORAGE STORAGE 137 8.0 1,096 6 SEE NOTE 1 -- -- 0 0.12 17 -- 100 0.0 0 -- 1,2,3

 007 HALLWAY LIVING AREAS 169 8.0 1,352 7 SEE NOTE 1 -- -- 0 0.35 8 -- 100 0.0 0 -- 1,2,3

 008 CLOSET STORAGE 21 8.0 168 1 SEE NOTE 1 -- -- 0 0.12 3 -- 100 0.0 0 -- 1,2,3

 009 BATHROOM TOILET ROOM 44 8.0 352 2 SEE NOTE 1 -- 1 0 (50) -- (50) 100 0.0 0 (50) 1,2

 010 MECHANICAL UTILITY ROOM 9 8.0 72 1 SEE NOTE 1 -- -- 0 0.12 2 -- 100 0.0 0 -- 1,2,3
 1,117 73 (50) 1000 0 (50) 3

 FIRST FLOOR
 101 LIVING LIVING AREAS 262 8.0 2,096 11 SEE NOTE 1 -- 0 0 0.35 12 -- 100 0.0 0 -- 1,2,3

 102 DEN LIVING AREAS 126 8.0 1,008 6 SEE NOTE 1 -- 0 0 0.35 6 -- 100 0.0 0 -- 1,2,3

 103 STORAGE STORAGE 38 8.0 304 2 SEE NOTE 1 -- -- 0 0.12 5 -- 100 0.0 0 -- 1,2,3

 104 HALLWAY LIVING AREAS 127 8.0 1,016 6 SEE NOTE 1 -- 0 0 0.35 6 -- 100 0.0 0 -- 1,2,3

 105 STAIR 1 LIVING AREAS 63 8.0 504 3 SEE NOTE 1 -- -- 0 0.35 3 -- 100 0.0 0 -- 1,2,3

 106 BATHROOM TOILET ROOM 36 8.0 288 2 SEE NOTE 1 -- 1 0 (50) -- (50) 100 0.0 0 (70) 1,2

 107 BEDROOM LIVING AREAS 128 8.0 1,024 6 SEE NOTE 1 -- 6 0 0.35 6 -- 100 0.0 0 -- 1,2,3

 108 STAIR 2 LIVING AREAS 21 8.0 168 1 SEE NOTE 1 -- -- 0 0.35 1 -- 100 0.0 0 -- 1,2,3

 109 KITCHEN KITCHEN 171 8.0 1,368 7 SEE NOTE 1 -- 1 0 0 0 (43) 100 0.0 0 (300) 1,2

 110 DINING LIVING AREAS 154 8.0 1,232 7 SEE NOTE 1 -- 0 0 0.35 7 -- 100 0.0 0 -- 1,2,3

 1,126 46 (93) 1000 0 (370) 3

 SECOND FLOOR
 201 MASTER BEDROOM LIVING AREAS 297 8.0 2,376 12 SEE NOTE 1 -- 0 0 0.35 14 -- 100 0.0 0 -- 1,2,3

 202 MASTER BATH TOILET ROOM 199 8.0 1,592 8 SEE NOTE 1 -- 1 0 (50) -- (50) 100 0.0 0 (100) 1,2

 203 WALK-IN CLOSET LIVING AREAS 117 8.0 936 5 SEE NOTE 1 -- 0 0 0.35 5 -- 100 0.0 0 -- 1,2,3

 204 BEDROOM LIVING AREAS 172 8.0 1,376 7 SEE NOTE 1 -- 0 0 0.35 8 -- 100 0.0 0 -- 1,2,3

 205 LIVING LIVING AREAS 310 8.0 2,480 13 SEE NOTE 1 -- 0 0 0.35 14 -- 100 0.0 0 -- 1,2,3

 206 OFFICE LIVING AREAS 153 8.0 1,224 7 SEE NOTE 1 -- 0 0 0.35 7 -- 100 0.0 0 -- 1,2,3

 207 CLOSET STORAGE 30 8.0 240 2 SEE NOTE 1 -- 0 0 0.12 0 -- 100 0.0 0 -- 1,2,3

 208 HALLWAY LIVING AREAS 70 8.0 560 3 SEE NOTE 1 -- 0 0 0.35 3 -- 100 0.0 0 -- 1,2,3

 209 CLOSET STORAGE 21 8.0 168 1 SEE NOTE 1 -- 0 0 0.12 0 -- 100 0.0 0 -- 1,2,3

 210 STAIR 1 LIVING AREAS 52 8.0 416 3 SEE NOTE 1 -- -- 0 0.35 2 -- 0 0.0 0 -- 1,2,3

 211 MECHANICAL UTILITY ROOM 7 8.0 56 1 SEE NOTE 1 -- -- 0 0.12 1 -- 100 0.0 0 -- 1,2,3

 1,428 56 (50) 1000 0 (100) 3

 MISCELLANEOUS
 111 GARAGE GARAGE 280 8.0 2,240 12 SEE NOTE 1 -- 1 0 (100) -- (100) 0 0.0 0 (100) 1,2

 112 EXTERIOR PORCH OUTDOOR SPACE 147 0.0 0 6 SEE NOTE 1 -- 0 0 0 0 -- 0 0.0 0 -- 1,2,3

 113 EXTERIOR DECK OUTDOOR SPACE 273 0.0 0 11 SEE NOTE 1 -- 0 0 0 0 -- 0 0.0 0 -- 1,2,3

 700 0 (100) 0 0 (100) 3




 NOTES:

 1.) SEE ARCHITECTURAL SET OF DRAWINGS FOR NATURAL 2.) OPEN TO ADJACENT SPACE.
 VENTILATION/LIGHT SCHEDULE.




P:\2021\EnviroControl\21-136A1 - Residence\M\21-136A1 - M4.0 - HVAC Schedules.dwg, 3/17/2021 11:41:13 PM
 HVAC SCHEDULES




 M4.0
 EnviroControl
 Systems Design, Inc.
 M,E,P & FP Consultant
 3512 Prestwick Lane, Northbrook, IL 60062

 PROGRESS - 03.17.2021 ph. 847.348.1156 fax 847.403.3036
 e-mail: mail.us@envirocontrol.us
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James Hardie
Complete Exterior™




Top to bottom, our exterior product line
is deﬁned by excellent performance,
aesthetics and design options.

Provide protection from the elements,
showcase a homeowner’s individual
style and install peace of mind with
exceptional warranties through a single,
trusted manufacturer.




HardieShingle® HardiePanel® Vertical
Siding Siding & HardieTrim®
 Batten Boards




HardiePlank® HardieTrim®
Lap Siding Boards




HardieSofﬁt®
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ROUGHSAWN SMOOTH




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BATTEN BOARDS
SMOOTH RUSTIC GRAIN© SMOOTH & RUSTIC GRAIN©

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NON-VENTED SELECT CEDARMILL©
 Size 12 ft x 12 in 12 ft x 16 in 8 ft x 24 in 8 ft x 48 in
 STATEMENT
 COLLECTION™ 3
 DREAM
 COLLECTION™ 3 3 3
 PRIME 3 3 3 3
BEADED PORCH PANEL BEADED PORCH PANEL

 Thickness 1/4 in STATEMENT
 COLLECTION™
 Length 8 ft
 Width 48 in DREAM
 COLLECTION™ 3
 Prime Pcs/Pallet 50
 ColorPlus Pcs/Pallet 50 PRIME 3 21
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Date Description Revision Number Do not scale the drawings, varify all
 dimensions before commencing any 4312 W. Wrightwood Ave Sylwia and Carl Miehlke Miehlke Residence First Floor Neighborhood Pictures AB LB May 26, 2021 2021-03
 Chicago Il 60639
 Renovation and Second Floor Addition
 AP-9
 work. This drawing and design herein
 shall remain the property of the
 Architects and is not to be copied or 773-416-3069 8225 Long Avenue Skokie IL. 60077 8225 Long Avenue Skokie IL. 60077
 reproduced without their written . 1-847-847-6945 1-847-847-6945
 permission. Aldo@Aluminate.us flyguy2110@aol.com flyguy2110@aol.com


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EAST SIDE ELEVATION
NORTH ELEVATION
5264 LINCOLN
NORTH SIDE ELEVATION
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5270 LINCOLN
NORTH ELEVATION
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5270 LINCOLN
WEST SIDE ELEVATION
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SOUTH ELEVATION
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SOUTH ELEVATION
5264 LINCOLN
NEW SINGLE-FAMILY HOME
7852 KILDARE AVE.
 SKOKIE, IL
 16 FT ALLEY

 40'




 1"
 40'-72 40'-4"




 A.C. CONDENSERS
 MIN 6' FROM P.L. AC-2



 WOOD
 AC-1
 DECK
 5'-0"


 4'-0"




 NEW

 122.98' 122.99'
 2-STORY
 RESIDENCE
 4'-0"
 4'-0"
 CONC.
 STOOP




 BUSHES &
 SHRUBS

 4'-0"

 6'-0"




 1" 28'-2"
 CONCRETE


 25'-0" 25'-22
 DRIVEWAY




PROPOSED SITE PLAN
 NEW
 TREE




 20'-4"




 SCALE: 3/32" = 1'-0"
 40'
 EXISTING
 PARKWAY TREE
 TO REMAIN
 13'-4"


  1 A1.1
 KILDARE AVE.
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