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AS NOTEDSCALE:
DRAWN BY:
DATE:
OF
SHEET NO.
JOB NO.
DOWNERS GROVE, IL 60515
fax 630.969.0692
ph. 630.969.9279
718 OGDEN AVE., SUITE 200
ARCHITECTS-PLANNERS
THESE DOCUMENTS (PLANS & SPECIFICATIONS) ARE VALID FOR
PERMITS ONLY WHEN THE ARCHITECTS ORIGINAL SEAL AND SIGNATURE
APPEARS AND IS AFFIXED; AND UNLESS OTHERWISE PROVIDED IN WRITING, ARE INTENDED AS A PERMIT SUBMITTAL FOR
BUILDING DEPARTMENT NOTE
ONE (1) BUILDING ONLY.
PROJECT:
S.G. ARCHITECTS, INCSTEPHEN L. GAWLIK - PRINCIPLE
©C
THESE DRAWINGS HAVE BEEN PREPARED IN MYOFFICE UNDER MY DIRECT SUPERVISION AND TO THE
AND ORDINANCES OF THE STATE, COUNTY, CITY, ORVILLAGE TO WHICH THEY ARE SUBMITTED.
BEST OF MY KNOWLEDGE CONFORM TO THE CODES
DATE:
ISSUES AND REVISIONS:NO.
(VALID ONLY IF SIGNATURE APPEARS IN BLUE INK)
S.G. Architects, Inc.
BY:
CUSTOMRESIDENCE
>FRONT ELEVATION>LEFT SIDE ELEVATION
13023
08-15-13
SLG
110 BASSFORD AVE.
LA GRANGE, IL
ELITE GROUP ENT.
340 S. AUSTIN
OAK PARK, IL
PH. 630-205-3663
08-16-13 SLG
PRELIMINARY REVIEW
1
SLG08-20-13
PRELIMINARY REVIEW / CLIENT
7
SLG
ISSUE FOR PERMIT
FRONT ELEVATION
SCALE: 1/4" = 1' 0"
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LEFT SIDE ELEVATION
SCALE: 1/4" = 1' 0"
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>SITE PLAN
2013 S.G. ARCHITECTS, INC.
CORPORATE LICENSE No. 184-000582 EXP. 04-30-15001-010162 EXP. 11-30-14
BUILDING DEPARTMENT NOTE:
> THIS DRAWING HAS BEEN PREPARED FOR USE ON THE PROJECT NOTED
AUTHORIZED IN WRITING BY S.G ARCHITECTS, INC.
> S.G. ARCHITECTS, INC. IS NOT RESPONSIBLE FOR METHODS OFCONSTRUCTION OR INADVERTENT ERRORS OR OMISSIONS.
> THIS DRAWING IS VALID FOR PERMIT ONLY WHEN SEAL IS AFFIXEDAND IS INTENDED FOR CONSTRUCTION OF ONE BUILDING ONLY.
AND REPRODUCTION IN PART OR WHOLE IS PROHIBITED UNLESS
THE USE OF THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREON> OWNER/CONTRACTOR ASSUME ALL LIABILITY IN CONJUNCTION WITH
GENERAL NOTE:
> SUBSTITUTION FROM LUMBER GRADES DESIGNATED HEREON MUST BEAPPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION.
> ARCHITECT FEES INCURRED DO TO FAILURE TO COMPLY WILL BE THERESPONSIBILITY OF APPROPRIATE CONTRACTOR.
SHALL SUPERCEDE ALL SECTIONS OF ALL OF THE ADOPTED MODEL CODES.
THE DRAWINGS AND SPECIFICATIONS HEREON HAVE BEEN
CODES AND AMENDMENTS AS LISTED BELOW.
RESIDENTIAL BUILDING CODES
GRADING / ENGINEERING NOTEDROP TOP OF FOUNDATION AT LOOKOUT/WALKOUT
LOCATIONS AS REQUIRED BY SITE CONDITIONS.
SITE ENGINEERING PLAN BY OTHERS. STEPPING SHOWNALL STEP DOWN SIZES AND LOCATIONS ARE TO FOLLOW
HEREON IS APPROXIMATE. VERIFY CONDITIONS IN-FIELD.
PREPARED IN ACCORDANCE WITH THE CITY OF LAGRANGE, IL
1. 1996 SBOC 1 AND 2 FAMILY CODE.2. INTERNATIONAL ENERGY CONSERVATION CODE, 2012 EDITION3. NATIONAL ELECTRICAL CODE (NEC), 1996 EDITION4. ILLINOIS PLUMBING CODE, 1996 EDITION5. THE CITY OF LAGRANGE AMENDMENTS, ZONING ORDINANCE, AND MUNICIPAL ORDINANCE
LOT COVERAGE TABULATION
North
1" = 20' 0"
SITEPLAN
PROPOSEDDRIVEWAY
50.0
' 50.0
'
INCL PORCH,
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11-5-13
ENERGY CONSERVATION NOTES:
THIS DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE
PRESCRIPTIVE REQUIREMENTS. FOLLOW PLANS AND SECTIONS FOR EXACT
WOOD FRAME WALL R-VALUECEILING R-VALUE
MASS WALL R-VALUEFLOOR R-VALUEBASEMENT WALL R-VALUESLAB R-VALUE, DEPTHCRAWLSPACE WALL R-VALUEFENESTRATION U-FACTORSKYLIGHT U-FACTORGLAZED FENESTRATION SHGC
20 OR 13+513/1730
10, 2 FT.
NR
> ATTIC ACCESS OPENINGS > RIM JOIST JUCTURES
> COMPONENT-BY-COMPONENT INSPECTION PER TABLE 402.4.2
1. THE FOLLOWING LOCATIONS MUST BE SEALED:
2. BUILDING AIR TIGHTNESS MUST BE DEMONSTRATED BY:
3. WHERE THE PRIMARY HEATING SYSTEM IS FORCED AIR, A DAILY PROGRAMMABLE THERMOSTAT IS REQUIRED4. ALL DUCTS AREA REQUIRED TO BE PRESSURE TESTED.
ADDITIONALLY THE FOLLOWING ITEMS SHALL BE REQUIRED
> BLOWER DOOR TESTING -OR-
EXCEPTION: DUCT TIGHTNESS TEST IS NOT REQUIRED IF THE AIR HANDLER
6. ALL FIREPLACES SHALL HAVE GASKETED DOORS AND EXTERIOR AIR INTAKE7. ALL GAS FIRED FURNACES SHALL BE 90% AFUE MINIMUM8. ALL AIR CONDITIONING UNITS SHALL BE 13 SEER RATE MINIMUM
49
15/19
SPECIFICATIONS THAT MEET OR EXCEED THE 2012 IECC REQUIREMENTS.
THE VALUES LISTED IN THIS BOX ARE THE MINIMUM 2012 IECC RESIDENTIALILLINOIS STATE PUBLIC ACT 096-0778 AND THE ADOPTED 2012 IECC CODE.
15/19
0.320.55
5. A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LAMPS AND ALL DUCTS ARE LOCATED WITHIN THE CONDITIONED SPACE.
SHALL BE HIGH-EFFICIENCY LAMPS. (R404.1)
9. DWELLING UNIT SHALL BE TESTED AND VERIFIED TO HAVE AIR LEAKAGE RATE NOT TO EXCEED 5 AIR CHANGES PER HOUR. PROVIDE WRITTEN REPORT OF RESULTS INCLUDING THE ACH SHALL BE SIGNED BY THE PARTY CON- DUCTING THE TEST AND PROVIDED TO VILLAGE. (2012 IECC R402.4.1.2 AND STATE OF ILLINOIS AMENDMENT.10. ALL HEATING AND COOLING EQUIPMENT SHALL BE SIZED ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA
METHODOLOGIES. PROVIDE WRITTEN COPY TO THE VILLAGE. MANUAL J OR OTHER APPROVED HEATING AND COOLONG CALCULATION
2012 IECC R403.6
35.00'
APPROX. LOT AREA = 6,561.7530.00% MAX. ALLOWABLE = 1,968.50
29.99% ACTUAL COVERAGE = 1,967.9
B A
S S
F O
R D
A
V E
N U
E
��
PROPOSEDTWO-STORYRESIDENCE
WW
WOOD DECK
A/C
ESCAPE
131.24'
131.23'
TF=645.50
5.4
2'
5.4
2'
6.7
4'
CONC PORCH
AS NOTEDSCALE:
DRAWN BY:
DATE:
OF
SHEET NO.
JOB NO.
DOWNERS GROVE, IL 60515
fax 630.969.0692
ph. 630.969.9279
718 OGDEN AVE., SUITE 200
ARCHITECTS-PLANNERS
THESE DOCUMENTS (PLANS & SPECIFICATIONS) ARE VALID FOR
PERMITS ONLY WHEN THE ARCHITECTS ORIGINAL SEAL AND SIGNATURE
APPEARS AND IS AFFIXED; AND UNLESS OTHERWISE PROVIDED IN WRITING, ARE INTENDED AS A PERMIT SUBMITTAL FOR
BUILDING DEPARTMENT NOTE
ONE (1) BUILDING ONLY.
PROJECT:
S.G. ARCHITECTS, INCSTEPHEN L. GAWLIK - PRINCIPLE
©C
THESE DRAWINGS HAVE BEEN PREPARED IN MYOFFICE UNDER MY DIRECT SUPERVISION AND TO THE
AND ORDINANCES OF THE STATE, COUNTY, CITY, ORVILLAGE TO WHICH THEY ARE SUBMITTED.
BEST OF MY KNOWLEDGE CONFORM TO THE CODES
DATE:
ISSUES AND REVISIONS:NO.
(VALID ONLY IF SIGNATURE APPEARS IN BLUE INK)
S.G. Architects, Inc.
BY:
>REAR ELEVATION>RIGHT SIDE ELEV.
CUSTOMRESIDENCE
RIGHT SIDE ELEVATION
REAR ELEVATION
SCALE: 1/4" = 1' 0"
SCALE: 1/4" = 1' 0"
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SCALE: 1/4" = 1' 0"
WOOD DECK PLAN
( SEE SECTION FOR DETAILS )
FOR CONTACT WITH ACQ TREATED MATERIAL
ALL TREATED AND/OR EXTERIOR GRADE LUMBER/MATERIALS
ALL FASTENERS/CONNECTORS SHALL BE APPROVED
WOOD DECK SECTION
SCALE: 1/2" = 1' 0"
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13023
08-15-13
SLG
110 BASSFORD AVE.
LA GRANGE, IL
ELITE GROUP ENT.
340 S. AUSTIN
OAK PARK, IL
PH. 630-205-3663
08-16-13 SLG
PRELIMINARY REVIEW
2
��
%
SLG08-20-13
PRELIMINARY REVIEW / CLIENT
7
SLG
ISSUE FOR PERMIT
��
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%
2013 S.G. ARCHITECTS, INC.
CORPORATE LICENSE No. 184-000582 EXP. 04-30-15001-010162 EXP. 11-30-14
11-5-13
AS NOTEDSCALE:
DRAWN BY:
DATE:
OF
SHEET NO.
JOB NO.
DOWNERS GROVE, IL 60515
fax 630.969.0692
ph. 630.969.9279
718 OGDEN AVE., SUITE 200
ARCHITECTS-PLANNERS
THESE DOCUMENTS (PLANS & SPECIFICATIONS) ARE VALID FOR
PERMITS ONLY WHEN THE ARCHITECTS ORIGINAL SEAL AND SIGNATURE
APPEARS AND IS AFFIXED; AND UNLESS OTHERWISE PROVIDED IN WRITING, ARE INTENDED AS A PERMIT SUBMITTAL FOR
BUILDING DEPARTMENT NOTE
ONE (1) BUILDING ONLY.
PROJECT:
S.G. ARCHITECTS, INCSTEPHEN L. GAWLIK - PRINCIPLE
©C
THESE DRAWINGS HAVE BEEN PREPARED IN MYOFFICE UNDER MY DIRECT SUPERVISION AND TO THE
AND ORDINANCES OF THE STATE, COUNTY, CITY, ORVILLAGE TO WHICH THEY ARE SUBMITTED.
BEST OF MY KNOWLEDGE CONFORM TO THE CODES
DATE:
ISSUES AND REVISIONS:NO.
(VALID ONLY IF SIGNATURE APPEARS IN BLUE INK)
S.G. Architects, Inc.
BY:
>FOUNDATION PLAN
CUSTOMRESIDENCE
(NOT INCLUDING GARAGE)
8" X 8" X 3/8" BASE PLATE3.5" CONCRETE FILL'D STEEL COLUMN
A
AREA TABULATION
OC
SMOKE DETECTOR WITH
CARBON MONOXIDE DETECTORWITH BATTERY BACK-UP
BATTERY BACK-UP
110V INTERCONNECTED
110V INTERCONNECTED
36" X 36" X 12" CONCRETE PAD#4 REBAR 8" OC EACH DIRECTION
NET SQ.FT. = 1,278.9
2% LIGHT AND VENT REQ'D = 25.58
1 (BOWMAN KEMP MFG. OF EQUIVILENT)
MIN. 36" DEEP WELL W/ MIN. 9-SqFt AREASECURED WELL LADDER TO GRADEFALL PROTECTION GRATE OVER WELL4" DIA. DRAIN TILE STUB / GRATE6" MIN. STONE BACKFILL
MAX. 44" SILL HEIGHT AFFMEETS ALL I.R.C. 2006 SPECIFICATIONS
3036 ESCAPE WINDOW / WELL UNIT
(BOWMAN KEMP MFG. OF EQUIVILENT)
FALL PROTECTION GRATE OVER WELL4" DIA. DRAIN TILE STUB / GRATE6" MIN. STONE BACKFILL
2MINIMUM 24" DEEP WELL
3036 WINDOW / WELL UNIT
(BOWMAN KEMP MFG. OF EQUIVILENT)
FALL PROTECTION GRATE OVER WELL4" DIA. DRAIN TILE STUB / GRATE6" MIN. STONE BACKFILL
MINIMUM 24" DEEP WELL3 AREA PROVIDED = 31.56
3020 WINDOW / WELL UNIT
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13023
08-15-13
SLG
110 BASSFORD AVE.
LA GRANGE, IL
ELITE GROUP ENT.
340 S. AUSTIN
OAK PARK, IL
PH. 630-205-3663
08-16-13 SLG
PRELIMINARY REVIEW
3
SLG08-20-13
PRELIMINARY REVIEW / CLIENT
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7
SLG
ISSUE FOR PERMIT
2013 S.G. ARCHITECTS, INC.
CORPORATE LICENSE No. 184-000582 EXP. 04-30-15001-010162 EXP. 11-30-14
��
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SCALE: 1/4" = 1' 0"
FOUNDATION PLAN CLEAR HT. = 8' 7-1/2"
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AS NOTEDSCALE:
DRAWN BY:
DATE:
OF
SHEET NO.
JOB NO.
DOWNERS GROVE, IL 60515
fax 630.969.0692
ph. 630.969.9279
718 OGDEN AVE., SUITE 200
ARCHITECTS-PLANNERS
THESE DOCUMENTS (PLANS & SPECIFICATIONS) ARE VALID FOR
PERMITS ONLY WHEN THE ARCHITECTS ORIGINAL SEAL AND SIGNATURE
APPEARS AND IS AFFIXED; AND UNLESS OTHERWISE PROVIDED IN WRITING, ARE INTENDED AS A PERMIT SUBMITTAL FOR
BUILDING DEPARTMENT NOTE
ONE (1) BUILDING ONLY.
PROJECT:
S.G. ARCHITECTS, INCSTEPHEN L. GAWLIK - PRINCIPLE
©C
THESE DRAWINGS HAVE BEEN PREPARED IN MYOFFICE UNDER MY DIRECT SUPERVISION AND TO THE
AND ORDINANCES OF THE STATE, COUNTY, CITY, ORVILLAGE TO WHICH THEY ARE SUBMITTED.
BEST OF MY KNOWLEDGE CONFORM TO THE CODES
DATE:
ISSUES AND REVISIONS:NO.
(VALID ONLY IF SIGNATURE APPEARS IN BLUE INK)
S.G. Architects, Inc.
BY:
>FIRST FLOOR PLAN
CUSTOMRESIDENCE
>SECOND FLOOR PLAN
GROSS SQUARE FOOTAGE, NOT INCL.
OVERALL AREA TABULATION
GARAGE OR 2-STORY OPEN SPACES
GLAZING NOTE
GLASS SIZES SHOWN HERON ARE
SELECTED WINDOW MFG. SHALL VERIFYEGRESS AND TEMPERED GLASS
LOCATIONS AND REQUIREMENTS.
DESIGNATED IN PELLA GLASS SIZES.
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08-15-13
SLG
110 BASSFORD AVE.
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TOTAL SQ.FT. = 3,055.5
7
SLG
ISSUE FOR PERMIT
2013 S.G. ARCHITECTS, INC.
CORPORATE LICENSE No. 184-000582 EXP. 04-30-15001-010162 EXP. 11-30-14
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OF
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JOB NO.
DOWNERS GROVE, IL 60515
fax 630.969.0692
ph. 630.969.9279
718 OGDEN AVE., SUITE 200
ARCHITECTS-PLANNERS
THESE DOCUMENTS (PLANS & SPECIFICATIONS) ARE VALID FOR
PERMITS ONLY WHEN THE ARCHITECTS ORIGINAL SEAL AND SIGNATURE
APPEARS AND IS AFFIXED; AND UNLESS OTHERWISE PROVIDED IN WRITING, ARE INTENDED AS A PERMIT SUBMITTAL FOR
BUILDING DEPARTMENT NOTE
ONE (1) BUILDING ONLY.
PROJECT:
S.G. ARCHITECTS, INCSTEPHEN L. GAWLIK - PRINCIPLE
©C
THESE DRAWINGS HAVE BEEN PREPARED IN MYOFFICE UNDER MY DIRECT SUPERVISION AND TO THE
AND ORDINANCES OF THE STATE, COUNTY, CITY, ORVILLAGE TO WHICH THEY ARE SUBMITTED.
BEST OF MY KNOWLEDGE CONFORM TO THE CODES
DATE:
ISSUES AND REVISIONS:NO.
(VALID ONLY IF SIGNATURE APPEARS IN BLUE INK)
S.G. Architects, Inc.
BY:
CUSTOMRESIDENCE
WITH ARC-FAULT INTERRUPTER TYPE CIRCUIT.PROVIDE ALL BEDROOMS OR SLEEPING ROOMS
ELECTRICAL NOTE
OC
SMOKE DETECTOR WITH
CARBON MONOXIDE DETECTORWITH BATTERY BACK-UP
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DOORBELL, AND OTHER LOW VOLTAGE CABLES TOACCESSIBLE LOCATION
> SWITCH/RECEPTACLE BOXES CANNOT BE
> PROVIDE LOW VOLTAGE CONDUIT FOR THERMOSTAT,
> PROVIDE DISHWASHER WITH A LOCAL DISCONNECTINGMEANS WHICH IS NOT BEHIND THE DISHWASHER UNIT.
13023
08-15-13
SLG
110 BASSFORD AVE.
LA GRANGE, IL
ELITE GROUP ENT.
340 S. AUSTIN
OAK PARK, IL
PH. 630-205-3663
�08-16-13 SLG
PRELIMINARY REVIEW
SLG08-20-13
PRELIMINARY REVIEW / CLIENT
SCALE: 1/4" = 1' 0"
WITH ARC-FAULT INTERRUPTER TYPE CIRCUIT.PROVIDE ALL BEDROOMS OR SLEEPING ROOMS
ELECTRICAL NOTESMOKE DETECTOR WITH
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SLG
ISSUE FOR PERMIT
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CORPORATE LICENSE No. 184-000582 EXP. 04-30-15001-010162 EXP. 11-30-14
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11-5-13
AS NOTEDSCALE:
DRAWN BY:
DATE:
OF
SHEET NO.
JOB NO.
DOWNERS GROVE, IL 60515
fax 630.969.0692
ph. 630.969.9279
718 OGDEN AVE., SUITE 200
ARCHITECTS-PLANNERS
THESE DOCUMENTS (PLANS & SPECIFICATIONS) ARE VALID FOR
PERMITS ONLY WHEN THE ARCHITECTS ORIGINAL SEAL AND SIGNATURE
APPEARS AND IS AFFIXED; AND UNLESS OTHERWISE PROVIDED IN WRITING, ARE INTENDED AS A PERMIT SUBMITTAL FOR
BUILDING DEPARTMENT NOTE
ONE (1) BUILDING ONLY.
PROJECT:
S.G. ARCHITECTS, INCSTEPHEN L. GAWLIK - PRINCIPLE
©C
THESE DRAWINGS HAVE BEEN PREPARED IN MYOFFICE UNDER MY DIRECT SUPERVISION AND TO THE
AND ORDINANCES OF THE STATE, COUNTY, CITY, ORVILLAGE TO WHICH THEY ARE SUBMITTED.
BEST OF MY KNOWLEDGE CONFORM TO THE CODES
DATE:
ISSUES AND REVISIONS:NO.
(VALID ONLY IF SIGNATURE APPEARS IN BLUE INK)
S.G. Architects, Inc.
BY:
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ROOF CONSTRUCTION NOTES
ROOF PITCH AND DIRECTION AS NOTEDSIZING LISTED ON PLANS
POST UPPER ENDS OF VALLEY-RIDGE CONNECTIONS AS REQ'D
SEE ELEVATIONS FOR QTY. AND PLACEMENT
4"X16" ALUM. SCREENED EAVE VENTS 6' OCCOPPER STEP FLASHING AT ALL ROOF-WALL CONNECTIONS
RAFTERS = 2X10 #2 S-P-F (CANADIAN) OR EQUAL AT 16" OCCOLLAR TIES = 2X6 2/3-ATTIC HEIGHT AT 32" OC
OVER WALLS BELOW OR 2X12 SOLID ACCROSS MIN. 4-CJ'sEXHAUST VENTING = 1/300 ATTIC AREA
INTAKE VENTING = 1/300 ATTIC AREA
HIP, VALLEY, RIDGE = #2 D-F (S) OR LVL'S AS NOTED,
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INSTALL SIMPSON H-5 HURRICANE TIES AT ALL ROOF RAFTERSSEE ALSO, DETAIL AT SHEET-8.
13023
08-15-13
SLG
110 BASSFORD AVE.
LA GRANGE, IL
ELITE GROUP ENT.
340 S. AUSTIN
OAK PARK, IL
PH. 630-205-3663
08-16-13 SLG
PRELIMINARY REVIEW
6
SLG08-20-13
PRELIMINARY REVIEW / CLIENT
7
SLG
ISSUE FOR PERMIT
2013 S.G. ARCHITECTS, INC.
CORPORATE LICENSE No. 184-000582 EXP. 04-30-15001-010162 EXP. 11-30-14
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AS NOTEDSCALE:
DRAWN BY:
DATE:
OF
SHEET NO.
JOB NO.
DOWNERS GROVE, IL 60515
fax 630.969.0692
ph. 630.969.9279
718 OGDEN AVE., SUITE 200
ARCHITECTS-PLANNERS
THESE DOCUMENTS (PLANS & SPECIFICATIONS) ARE VALID FOR
PERMITS ONLY WHEN THE ARCHITECTS ORIGINAL SEAL AND SIGNATURE
APPEARS AND IS AFFIXED; AND UNLESS OTHERWISE PROVIDED IN WRITING, ARE INTENDED AS A PERMIT SUBMITTAL FOR
BUILDING DEPARTMENT NOTE
ONE (1) BUILDING ONLY.
PROJECT:
S.G. ARCHITECTS, INCSTEPHEN L. GAWLIK - PRINCIPLE
©C
THESE DRAWINGS HAVE BEEN PREPARED IN MYOFFICE UNDER MY DIRECT SUPERVISION AND TO THE
AND ORDINANCES OF THE STATE, COUNTY, CITY, ORVILLAGE TO WHICH THEY ARE SUBMITTED.
BEST OF MY KNOWLEDGE CONFORM TO THE CODES
DATE:
ISSUES AND REVISIONS:NO.
(VALID ONLY IF SIGNATURE APPEARS IN BLUE INK)
S.G. Architects, Inc.
.
.
ALL CONTRACTORS SHALL VISIT THE PROJECT SITE
AND FAMILIARIZE THEMSELVES WITH THE PROJECT
CONDITIONS PRIOR TO BIDDING OR BEGINNING WORK.
.NOTIFY THE G.C. OF ANY DISCREPANCIES BETWEEN THE
CONTRACT DOCUMENTS AND FIELD CONDITIONS PRIOR
TO BIDDING OR BEGINNING WORK.
.
.
ALL RUBBISH, DEBRIS, AND EXCESS CONSTRUCTION
.ALL WINDOW/DOOR HEADERS SHALL BE DOUBLE 2X12
IN BEARING EXTERIOR/INTERIOR WALLS UNLESS NOTED
OTHERWISE OR REQUIRED BY CONFORMANCE TO LOCAL
BUILDING CODES..
SIDE OF PARTITION WHERE PLUMBING OR MECHANICAL
OCCUR. PROVIDE SOLID BLOCKING UNDER ALL WALLSPERPENDICULAR TO JOISTS.
.
.
.
.DO NOT SCALE THESE DRAWINGS. PRINTED
DIMENSIONS GOVERN.
.
.
.
.
.
ARCHITECT IS NOT RESPONSIBLE FOR METHODS OF
.
.
NO CONSTRUCTION SUPERVISION IS PROVIDED BY THE
ARCHITECT ON THIS PROJECT.
..
DRYER VENT TO EXTERIOR WITH METAL DUCT.
.
.THESE DRAWINGS ARE DIAGRAMATIC AND ARE NOT
INTENDED TO SHOW EXACT LOCATIONS OF SWITCHES,
OUTLETS, ETC...
.
.
PROVIDE 1-HR "B" LABEL SOLID CORE FIREDOOR
WITH SELF CLOSER AND NO GLASS.
.
A.I.A. 201 GENERAL CONDITIONS FOR CONSTRUCTION
1987 EDITION GOVERNS THIS CONSTRUCTION WORK
AND IS MADE PART OF THESE DOCUMENTS AS IF
SHOWN HEREON.
ALL CONCRETE WORK IS TO CONFORM TO ASTM AND
CRI STANDARDS AND LOCAL CODES AND ORDINANCES.
.
APPLY 1-COAT OF SPRAY-ON TYPE WATERPROOFING
TO EXTERIOR OF FOUNDATION..
REMOVE ALL FORM TIES AND LOOSE OR EXCESS
CONCRETE ON INTERIOR OF BASEMENT FDN. WALLS.
.
.
.ALL FOOTINGS TO BE PLACED ON 3000 PSF BEARING
SOIL. CONTRACTOR SHALL EXCAVATE AS REQUIRED
TO ACHIEVE THE REQUIRED BEARING CAPACITY.
.
POUR WING WALLS CONTINUOUS WITH FOUNDATION
.
PROVIDE 12" MIN. GRAVEL FILL UNDER ALL PORCHES
AND STOOPS..
PROVIDE PROPER GRANULAR FILL COMPACT TO A MAX.
DENSITY OF 90% ACCORDING TO ASTM D1557-60.
.ALL CONCRETE WORK SHALL MEET ACE 318-89
"BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE CONSTRUCTION" AND ASTM C-150. MINIMUM
CONCRETE COMPRESSIVE STRENGTH OF 3000 PSI AT
28 DAY CURE REQUIRED.
.
.
GROUND ROD AND TIE TO COLD WATER SERVICE.
PROVIDE ELECTRIC SERVICE PANEL WITH 8' DRIVE-IN
ALL KITCHEN OUTLETS TO BE GFI PROTECTED ON 20 AMP
SPACED TO PREVENT PASSAGE OF A 4" DIA. SPHERE.
34" H. CONTINUOUS HANDRAIL AT ALL STAIRWAYS.
GENERAL CONTRACTOR SHALL APPLY FOR ALL PERMITS
REQUIRED IN CONNECTION WITH THIS WORK FROM THE
GOVERNMENTAL BODIES HAVING JURISDICTION.
ALL CONTRACTORS ARE RESPONSIBLE FOR THE COORD-INATION OF THEIR WORK WITH ALL OTHER TRADES AND
THE PROPER SEQUENCING OF THEIR WORK WITH THE
CONSTRUCTION SCHEDULE SO AS TO NOT DELAY THE
COMPLETION OF THE WORK OR PROJECT.
G.C. SHALL REVIEW DRAWINGS FOR ACCURACY PRIOR TO
BEGINNING WORK AND SHALL NOTIFY THE ARCHITECT OF
ANY DISCREPANCIES FOUND. CONTRACTORS SHALL BE
RESPONSIBLE FOR ALL COSTS INCURRED DURING CONST.SHOULD CHANGES BE REQUIRED FOR DISCREPANCIES
OF WHICH THE ARCHITECT WAS NOT NOTIFIED.
MATERIALS SHALL BE REMOVED FROM THE SITE AFTEROBTAINING THE G.C. AUTHORIZATION. EACH CONTRACTOR
IS RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF
THEIR OWN DEBRIS.
PROVIDE DOUBLE FLOOR JOISTS UNDER ALL MAIN
PARALLEL PARTITIONS. PROVIDE JOISTS ON EACH
PROVIDE DOUBLE FLOOR JOISTS UNDER ALL TUBS,
4'-0" O.C. WHERE PIPING OR DUCTWORK OCCURS.
PROVIDE SINGLE CRIPPLE / SINGLE TRIMMER STUD EACH
SIDE OF HEADERS UP TO 8'-0". DBL. CRIPPLE OVER 8'-0".
PROVIDE 110V SMOKE DETECTORS WIRED IN SERIES
WITH BATTERY BACK-UP ON ALL FLOORS AS REQUIRED
BY LOCAL ORDINANCE AND GOVERNING BUILDING CODE.
MAX. SILL OF 44" AFF AT EGRESS OR RESCUE WINDOWS.
CONSTRUCTION OR INADVERTENT ERRORS/OMISSIONS.
MINIMUM 1/4" HARDWOOD OR EQUIV. UNDERLAYMENT
AT VINYL AND CERAMIC TILE FLOORS.
.PROVIDE 110V. RECEPTACLE OUTLETS IN STANDARDIZED
ROOMS WITHIN 6'-0" OF ENTRY TO ANY ROOM AND 12'-0"
OC THEREAFTER INCLUDING ANY WALL SPACE 2' OR MORE.
MAXIMUM 6'-0" FROM ANY HORIZONTAL WALL POINT TO ARECEPTACLE OUTLET IS ALLOWED.
CIRCUIT AT ALL COUNTERTOPS 12" OR GREATER AND 4'-0"
12" BELOW TOP OF COUNTERTOP.
OC THEREAFTER. ISLANDS/PENINSULAS OUTLET MAX.
PROVIDE IN WALL GUY-GREY BOX FOR WASHER. MIMIMUM
R-13 INSUL. BEHIND IF INSTALLED AT EXTERIOR WALLS.
PROVIDE 2" DIA. OVERFLOW FLOOR DRAIN OR WASHER
BASIN AT LAUNDRY- CONNECT TO SANITARY SEWER.
PROVIDE 4" DIAMETER DRAIN TILE AT FOUNDATION
PERIMETER. MINIMUM 12" STONE OVER AND 2" UNDER.
PROVIDE 4" DIA. DRAIN TILE STUB AND GRATE TO ALLWINDOW WELLS WITH MIN. 6" STONE BACKFILL. CONNECT
TO PERIMETER DRAIN TILE AND SUMP PIT.
PROVIDE 6"H. CONTINUOUS CONCRETE GAS CURB AT
RISER ADJACENT TO SAME. SLOPE GARAGE FLOOR
AS REQUIRED TO EXTERIOR AT OVERHEAD DOORS.
PROVIDE A MINIMUM OF (1) GFI PROTECTED OUTLET AT
BASEMENTS AND GARAGES.
.
.
ELECTRICAL IN ACCORDANCE WITH CURRENT N.E.C.,PLUMBING IN ACCORDANCE WITH THE IL. PLUMBING
CODE, AND BOTH TO FOLLOW ALL OTHER CODES
..........
.........
.........
.........
GARAGE AND COMMON HOUSE WALLS BY 1) POURINGT/FLOOR 6" BELOW T/FDN. OR 2) POURING A 6"H.
SHOWERS, CANTILEVER TRIMMERS, AND MIN. 32" TOFRONT OF FIREPLACES.
.PROVIDE SURFACE MOUNT FLORESCENT OR RECESSED LIGHT
FIXTURES W/ SAFETY LENS AT ALL CLOSET LOCATIONS.
7-3/4" MAX. RISERS, AND 6'-8" MIN. CLEAR HEADROOM.
HD.WOOD EQUIVILENT, MIN. 10" CLEAR TREAD W/ 1" NOSING,
AND ORDINANCES OF THE LOCAL BUILDING DEPT.
ALL GLAZING ALL FLOORS TO FOLLOW INTERNATIONAL
RESIDENTIAL CODE REGARDING SIZE, TYPE, AND EGRESS.
MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.
MIN. CLEAR OPENING HEIGHT OF 22" AND WIDTH OF 20"
SGROUND FAULT INTERUPTED
WALL MOUNT SWITCH
RECESSED CAN FIXTURE
WALL MOUNT FIXTURE
OVERHEAD FIXTURE
(VERIFY LOCATION IN FIELD)
SYMBOL DEFINITION
(VERIFY LOCATION IN FIELD)CEILING MOUNTED 110V. RECEPTACLE
FLOOR MOUNTED 110V. RECEPTACLE
110V DUPLEX RECEPTACLE OUTLET
110V DUPLEX RECEPTACLE OUTLET
110V DUPLEX RECEPTACLE OUTLET
220 VOLT RECEPTACLE ONDEDICATED CIRCUIT
110 VOLT SIMPLEX RECEPTACLEOUTLET ON DEDICATED CIRCUIT
WEATHER PROOF G.F.I. (EXTERIOR LOC's)
BY:
NO SEAMS OR SCREW PENETRATIONS ALLOWED.
220V
GFI
GFIWP
LINTELS ARE SIZED ASUNATTACHED UNITS
4'-0" OPENING
5'-0" OPENING
6'-0" OPENING
7'-0" OPENING
8'-0" OPENING
9'-0" OPENING
10'-0" OPENING
16'-0" OPENING
3'-0" OPENING
OPENING SIZE REQUIRED LINTEL
L 3 1/2" X 3 1/2" X 5/16"
L 4" X 3 1/2" X 5/16"
L 5" X 3 1/2" X 3/8"
L 5" X 3 1/2" X 3/8"
L 5" X 3 1/2" X 3/8"
L 4" X 3 1/2" X 5/16"
L 3 1/2" X 3 1/2" X 5/16"
L 3 1/2" X 3 1/2" X 5/16"
4" BRG.
4" BRG.
4" BRG.
4" BRG.
6" BRG.
6" BRG.
6" BRG.
6" BRG.
BEARING
4" BRG.
S T E E L L I N T E L S C H E D U L E
DINING ROOM
FAMILY ROOM
POWDER ROOM
LAUNDRY ROOM
MASTER BATH
BASEMENT (2%)
BDRM-2
BDRM-3
BDRM-4
MASTER BDRM
EXHAUST FAN
EGRESS- MIN. 5.7 SQ.FT.
EGRESS- MIN. 5.7 SQ.FT.
EGRESS- MIN. 5.7 SQ.FT.
EGRESS- MIN. 5.7 SQ.FT.
EXHAUST FAN
EXHAUST FAN
EXHAUST FAN
ARTIFICIAL
ARTIFICIAL
ARTIFICIAL
ARTIFICIAL
-
-
-
-
-
-
-
-
LIVING ROOM
EGRESS- MIN. 5.0 SQ.FT.
HALL BATH
20# LL 10# DL
UNIFORMLY DISTIBUTED LOADSALL LOADS LISTED ARE IN POUNDS PER SQUARE FOOT
CEILINGS ROOF SLOPES OVER 3 IN 12
10# LL 10# DLCEILINGS ROOF SLOPES 3 IN 12 OR LESS
40# LL 10# DL
SLEEPING ROOMS40# LL 10# DL
ROOMS OTHER THAN SLEEPING ROOMSFLOOR
FLOOR
ROOF 30# LL 10# DL ALL SLOPES
30# LL 15# DLCATHEDRAL ALL SLOPES
DECKS 60# LL 10# DL EXTERIOR
60# LL 10# DLBALCONIES EXTERIOR
FIRE ESCAPES 40# LL 10# DL
WALL 60# PLF
GUARDRAILS AND HANDRAILS 200# LL
GUARDRAILS IN-FILL COMPONENTS 50# LL
PASSENGER VEHICLE GARAGES 50# LL
STAIRS 100# LL
AND MEET OR EXCEED TABLE 301.5 OF 2006 I.R.C.
ALLOWABLE DEFLECTION OFSTUCTURAL MEMBERS
MINIMUM ROOF LIVE LOADS IN POUNDS-FORCEPER SQUARE FOOT OF HORIZONTAL PROJECTION
STRUCTURAL MEMBER
NO FINISHED CEILING ATTACHED TO RAFTERSRAFTERS HAVING SLOPES GREATER THAN 3/12 WITH
INTERIOR WALLS AND PARTITIONS
FLOORS AND PLASTERED CEILINGS
ALL OTHER STRUCTURAL MEMBERS
EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH
EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES
EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES
ROOF SLOPE
INCHES PER FOOT (1:3)FLAT OR RISE LESS THAN 4
RISE 4 INCHES PER FOOT (1:3) TOLESS THAN 12 INCHES PER FOOT (1:1)
GREATERRISE 12 INCHES PER FOOT (1:1) AND
TRIBUTARY LOADED AREA INSQUARE FEET FOR ANYSTUCTURAL MEMEBER
OVER 600201-6000-200
20 16 12
1216 14
1212 12
ALLOWABLEDEFLECTION
L/180
H/180
L/360
L/240
H/360
L/240
PER 2006 I.R.C. TABLE R301.7
L/120
E
1,600,000
1,300,000
1,400,000
Fb
875
850
875
GRADE
#2
#2
#2
SPECIES
DOUGLAS-FIR-LARCH
HEM-FIR
MICROLAM (LVL) 1,900,000
PARALLAM (PSL) 2,900 2,000,000
2,600
GLULAM 2,400 1,800,000
EFbGRADESPECIES
NA
NA
NA
BASE LUMBER VALUES
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
NEGLIGIBLE MODERATE SEVERE
MINIMUM SPECIFIED COMPRESSIVE STRENGTH
WEATHERING POTENTIAL
TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION
BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOTEXPOSED TO WEATHER
GARAGE FLOOR SLABSBASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS ANDOTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER
PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHERAND GARAGE FLOOR SLABS
2,500 2,500 2,500
2,500 2,500 2,500
2,500
2,500
3,000
3,000
3,000
3,500
SPRUCE-PINE-FIR (CNDN.)
EXHAUST FAN
EXHAUST FAN/LIGHT
110V SMOKE DETECTOR WIRED INSERIES WITH BATTERY BACK-UP
J110V. CEILING FAN RATED JUNCTION BOXSWITCH CONTROLLED TO WALL BELOW
CEILING FAN MOUNTED TO FAN RATED BOX
CEILING FAN W/ LIGHT SWITCHED TOWALL BELOW. MOUNT TO FAN RATED BOX.
110V CARBON MONOXIDE DETECTOR WIREDWIRED IN SERIES WITH BATTERY BACK-UPC O
TV TV / CO-AXIAL CABLE OUTLET
TELEPHONE JACK
SYMBOL DEFINITION
E L E C T R I C A L L E G E N D
L 6" X 3 1/2" X 1/2"
SOLID 2X BLOCKING
3/4" T&G SUB-FLOOR
GAP (2) FLOOR JOISTS MAX. 5"TO ALLOW MECHANICAL ACCESS TO
WALL CAVITIES ABOVE
5"
MAX.SCALE: 3/4" = 1' 0"
D E S I G N C R I T E R I A
GROUNDSNOWLOAD
WINDSPEED(MPH)
90
SEISMICDESIGN
CATAGORY
B
WEATHERING
SEVERE
DEPTHFROST LINE
3' 6"
TERMITES
TO HEAVYMODERATE
DECAY
MODERATESLIGHT TO
UNDER-LAYMENT
REQUIRED
ICE SHIELD
YES
MEANANNUAL
TEMP
PER LOCALJURISDICTION
INDEXFREEZING
AIR
PER LOCALJURISDICTION
HAZARDSFLOOD
SEE ENGNRG.DEPT. AND(FIRM) MAP
SUBJECT TO DAMAGE FROM
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2006 I.R.C. TABLE R301.2(1)
ROOM SQFTREQ'D PROV'D REQ'D
8% LIGHT 4% VENT
NOTES:
L I G H T A N D V E N T S C H E D U L E
G E N E R A L N O T E S
3-1/2" SEAT CUT
RR SIZED ON PLANS
SIMPSON STRONG-TIEMODEL H-5 HURICANE TIE
2-2X4 TOP PLATE
R A F T E R T I E D E T A I L
D O U B L E F J A L T E R N A T E
SCALE: NONE
PARALLEL STUD WALL PARTITION
BETWEEN FJ AT 24" O.C.
USE THIS ALTERNATE WHERE DOUBLE FLOOR JOISTSARE TO BE INSTALLED BELOW PARALLEL PARTITIONS ANDACCESS TO THE WALL CAVITITIES ABOVE ARE REQUIRED.
2' 0" O.C.
FOLLOW TABLE R402.2 OF 2006 I.R.C.
1X3 "X" BRIDGING REQUIRED 8'-0" O.C. BLOCK JOISTS
PROVIDE 36" H. RAILINGS/GAURDRAILS W/ BALUSTERS
WOOD STAIRS SHALL BE MIN. 2-2X12 STRINGERS OR
WALLS. PROVIDE (4) #4 BARS AT 12" O.C. VERTICAL.
PER 2006 I.R.C. TABLE R301.6
>GENERAL NOTES
>SCHEDULES>DETAILS
CUSTOMRESIDENCE
>PLUMBING DIAGRAMS
BATH TYPE FIXTURES UNITS
MASTER BATH
HALL BATH
BASEMENT ROUGH-IN
KITCHEN
1-LAV., TOILET, SHOWER
SINK, DISHWASHER
2-LAV., TOILET, SHOWER, WHIRLPOOL
2-LAV., TOILET, TUB/SHOWER
11
9
3
7
TOTAL
SINK OR LAVATORY = 2 UNITSTOILET = 3 UNITS
TUB/SHOWER = 2 UNITS
0-49 UNITS = 1" DIA. SERVICE50-GREATER = 1-1/2" DIA. SERVICE
PLUMBING FIXTURE UNITS
LAUNDRY WASHER, LAUNDRY TUB 5
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> ALL WATER LINES TO BE TYPE "L" COPPER PIPE W/ NO LEAD SOLDER ON ABOVE GROUND PIPING
> SEE PLUMBING FIXTURE UNIT BOX FOR SERVICE SIZE
> 3/4" MAIN BRANCH SUPPLY, 24" AIR CHAMBER
> 1/2" FIXTURE BRANCHES, 12" AIR CHAMBERS
> WATER HEATERS TO HAVE PRESSURE RELIEF VALVES
> PROVIDE SHUT-OFF VALVES AT ALL FIXTURES
> PROVIDE AUTO SAFETY MIXING VALVES AT TUBS/SHOWERS (THERMOSTATIC OR PRESSURE BALANCING)
> PROVIDE CITY REMOTE METER READER AS REQ'D.
> PROVIDE INTERIOR SHUT-OFF VALVES AT SILLCOCKS.
> PROVIDE THERMAL EXPANSION TANK AT COLD WATER INLET TO EACH HOT WATER HEATER. (AS REQ'D)
HOT WATER COLD WATER
> PIPING BELOW CONCRETE SLAB TO BE IN CAST IRON
> ALL MATERIALS AND INSTALLATIONS TO BE IN ACCORDANCE
> EJECTOR PUMP TO HAVE GASKETED AIR-TIGHT COVER
> PVC PIPE ABOVE GROUND (ASTM D2668-74, SCHED.-40)
NO SCALE
WATER SUPPLY LINES
NO SCALE
WASTE PIPING LINES
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POWDER ROOM 1-LAV., TOILET 5
1" SERVICE REQUIRED
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> PROVIDE STACK TEST AS REQUIRED BY INSPECTION PROCESS
> CONNECT ALL PIPING WITH PURPLE PRIMER AND PVC CEMENT
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WITH THE 2006 INTERNATIONAL PLUMBING CODE, CURRENT
1279 25.58 31.56 25.58
142 11.4 32.7 5.7
167 13.4 21.8 6.7
KITCHEN/BRKFST/SUN 387 31.0 85.8 15.5
242 19.4 32.7 9.7
26
63
283 22.6 32.7 11.3
132
136 10.9 21.8 5.5
152 12.2 23.2 6.1
1321 10.6 21.8 5.3
62
EGRESS- MIN. 5.7 SQ.FT.
EXHAUST FANARTIFICIAL- -
RECREATION ROOM
BATH 55
911 72.9 36.5
ARTIFICIAL
ARTIFICIAL
ARTIFICIAL
ARTIFICIAL
PROV'D
31.56
16.4
10.9
45.7
16.4
16.4
10.9
11.6
10.9
ARTIFICIAL
31.56 + ART.* 31.56 + ART.*
* ARTIFICIAL LIGHT ADDED TO SPACE, 16-QTY 60 WATT RECESSED CAN LIGHTS
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SCALE: 3/8" = 1' 0"
FIREPLACE SECTION
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INSTALL TIES AT ALL RAFTER LOCATIONS1
30 PSF
13023
08-15-13
SLG
110 BASSFORD AVE.
LA GRANGE, IL
ELITE GROUP ENT.
340 S. AUSTIN
OAK PARK, IL
PH. 630-205-3663
08-16-13 SLG
PRELIMINARY REVIEW
SLG08-20-13
PRELIMINARY REVIEW / CLIENT
7
7
SLG
ISSUE FOR PERMIT
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IL. PLUMBING CODE, AND THE VILLAGE OF LAGRANGE.
HALL BATH 2-LAV., TOILET, TUB/SHOWER 9
49
2013 S.G. ARCHITECTS, INC.
CORPORATE LICENSE No. 184-000582 EXP. 04-30-15001-010162 EXP. 11-30-14
SCALE: 1/2" = 1'-0"
STAIR DETAILS
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BONDING CLAMP AT EXTERIOR GROUND ROD
TO BE RATED FOR DIRECT BURIAL. NEC SEC. 250-115
11-5-13