7
AS NOTED SCALE: 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, INC STEPHEN L. GAWLIK - PRINCIPLE © C THESE DRAWINGS HAVE BEEN PREPARED IN MY OFFICE UNDER MY DIRECT SUPERVISION AND TO THE AND ORDINANCES OF THE STATE, COUNTY, CITY, OR VILLAGE 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: CUSTOM RESIDENCE >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 SLG 08-20-13 PRELIMINARY REVIEW / CLIENT 7 SLG ISSUE FOR PERMIT FRONT ELEVATION SCALE: 1/4" = 1' 0" 9'-1 1/8" 10" 8'-1 1/8" 6'-10" 6'-10" T/1ST HDR. HDR. T/2ND T/BSMT DAMP PROOFING AT FOUNDATION PERIMETER (TYPICAL) (TYPICAL) (TYPICAL) ROOF EDGE (TYP.) 1X8 FASCIA W/ METAL 1X2 RAKE TRIM 1X FRIEZE BD. CEMENT BOARD AND BATTEN SIDING (TYP.) CONCRETE PORCH TYP. 1'-0" 30-YR DIMENSIONAL ASPHALT SHINGLES (TYP.) 12 12 12 12 T/F MIN. T/PL (GRG.) 16/0 X 8/0 OHD ADDRESS BLOCK W/ 5" HIGH NO'S CONTINUOUS SHINGLE OVER RIDGE AREA WITH EXHAUST VENTS. VENT. PROVIDE MIN. 1/300 ATTIC 12 T/LNDG. 7'-10" T/LNDG. SIDING (TYP.) BRICK CHIMNEY 30-YR DIMENSIONAL ASPHALT SHINGLES (TYP.) 8'-6" TYP. 1'-0" 10" BAND BOARD KEMP BOMAN- 3020 LEFT SIDE ELEVATION SCALE: 1/4" = 1' 0" CEMENT BOARD AND BATTEN SIDING (TYP.) 6 CONSTRUCT T/CHIMNEY TO WITHIN 10' RUN 2' ABOVE ALL ROOF PLANES 2'-0" 2'-5 1/2" 7'-0" CEDAR RAILING TAPERED WOOD COLUMNS OVER WOOD TRIM PIERS 33'-8 7/16" 3'-6" 11'-6 5/8" MIN. 3'-6" 12 6 STONE VENEER AS SELECTED. 4/12 >SITE PLAN 2013 S.G. ARCHITECTS, INC. CORPORATE LICENSE No. 184-000582 EXP. 04-30-15 001-010162 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 OF CONSTRUCTION OR INADVERTENT ERRORS OR OMISSIONS. > THIS DRAWING IS VALID FOR PERMIT ONLY WHEN SEAL IS AFFIXED AND 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 BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. > ARCHITECT FEES INCURRED DO TO FAILURE TO COMPLY WILL BE THE RESPONSIBILITY 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 NOTE DROP TOP OF FOUNDATION AT LOOKOUT/WALKOUT LOCATIONS AS REQUIRED BY SITE CONDITIONS. SITE ENGINEERING PLAN BY OTHERS. STEPPING SHOWN ALL 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 EDITION 3. NATIONAL ELECTRICAL CODE (NEC), 1996 EDITION 4. ILLINOIS PLUMBING CODE, 1996 EDITION 5. THE CITY OF LAGRANGE AMENDMENTS, ZONING ORDINANCE, AND MUNICIPAL ORDINANCE LOT COVERAGE TABULATION North 1" = 20' 0" SITEPLAN PROPOSED DRIVEWAY 50.0' 50.0' INCL PORCH, TO GRADE AS REQ'D SEE GENERAL NOTES. CONC.STAIR/RAILING 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-VALUE CEILING R-VALUE MASS WALL R-VALUE FLOOR R-VALUE BASEMENT WALL R-VALUE SLAB R-VALUE, DEPTH CRAWLSPACE WALL R-VALUE FENESTRATION U-FACTOR SKYLIGHT U-FACTOR GLAZED FENESTRATION SHGC 20 OR 13+5 13/17 30 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 REQUIRED 4. 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 INTAKE 7. ALL GAS FIRED FURNACES SHALL BE 90% AFUE MINIMUM 8. 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 RESIDENTIAL ILLINOIS STATE PUBLIC ACT 096-0778 AND THE ADOPTED 2012 IECC CODE. 15/19 0.32 0.55 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 3 5 . 0 0 ' APPROX. LOT AREA = 6,561.75 30.00% 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 110 PROPOSED TWO-STORY RESIDENCE WW WOOD DECK A / C ESCAPE 131.24' 131.23' TF=645.50 5.42' 5.42' 6.74' CONC PORCH

718 OGDEN AVE., SUITE 200 DOWNERS GROVE, IL …...2013/11/05  · DOWNERS GROVE, IL 60515 fax 630.969.0692 ph. 630.969.9279 718 OGDEN AVE., SUITE 200 ARCHITECTS-PLANNERS THESE DOCUMENTS

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Page 1: 718 OGDEN AVE., SUITE 200 DOWNERS GROVE, IL …...2013/11/05  · DOWNERS GROVE, IL 60515 fax 630.969.0692 ph. 630.969.9279 718 OGDEN AVE., SUITE 200 ARCHITECTS-PLANNERS THESE DOCUMENTS

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,

�� ����� �� ��+����� ������ ������

�������������� ���

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

Page 2: 718 OGDEN AVE., SUITE 200 DOWNERS GROVE, IL …...2013/11/05  · DOWNERS GROVE, IL 60515 fax 630.969.0692 ph. 630.969.9279 718 OGDEN AVE., SUITE 200 ARCHITECTS-PLANNERS THESE DOCUMENTS

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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���������� ������� �$� ����

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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

��

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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

Page 3: 718 OGDEN AVE., SUITE 200 DOWNERS GROVE, IL …...2013/11/05  · DOWNERS GROVE, IL 60515 fax 630.969.0692 ph. 630.969.9279 718 OGDEN AVE., SUITE 200 ARCHITECTS-PLANNERS THESE DOCUMENTS

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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AS NOTEDSCALE:

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DOWNERS GROVE, IL 60515

fax 630.969.0692

ph. 630.969.9279

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ARCHITECTS-PLANNERS

THESE DOCUMENTS (PLANS & SPECIFICATIONS) ARE VALID FOR

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APPEARS AND IS AFFIXED; AND UNLESS OTHERWISE PROVIDED IN WRITING, ARE INTENDED AS A PERMIT SUBMITTAL FOR

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S.G. ARCHITECTS, INCSTEPHEN L. GAWLIK - PRINCIPLE

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THESE DRAWINGS HAVE BEEN PREPARED IN MYOFFICE UNDER MY DIRECT SUPERVISION AND TO THE

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BEST OF MY KNOWLEDGE CONFORM TO THE CODES

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110 BASSFORD AVE.

LA GRANGE, IL

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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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Page 5: 718 OGDEN AVE., SUITE 200 DOWNERS GROVE, IL …...2013/11/05  · DOWNERS GROVE, IL 60515 fax 630.969.0692 ph. 630.969.9279 718 OGDEN AVE., SUITE 200 ARCHITECTS-PLANNERS THESE DOCUMENTS

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

WITH ARC-FAULT INTERRUPTER TYPE CIRCUIT.PROVIDE ALL BEDROOMS OR SLEEPING ROOMS

ELECTRICAL NOTE

OC

SMOKE DETECTOR WITH

CARBON MONOXIDE DETECTORWITH BATTERY BACK-UP

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

CARBON MONOXIDE DETECTORWITH BATTERY BACK-UP

BATTERY BACK-UP

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ISSUE FOR PERMIT

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Page 6: 718 OGDEN AVE., SUITE 200 DOWNERS GROVE, IL …...2013/11/05  · DOWNERS GROVE, IL 60515 fax 630.969.0692 ph. 630.969.9279 718 OGDEN AVE., SUITE 200 ARCHITECTS-PLANNERS THESE DOCUMENTS

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.

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"� # �� ��# �����-� ���� ��# ��� � ��� �(���%� �-� �� � � ���� ��� ���%� �-� ��� ��� ���. ��������� � � � (� � �� ��� "��� �

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�-� (��������� ) $�$#��& .+��� ��� " ���% ����

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CUSTOMRESIDENCE

>ROOF PLAN>SECTIONS

�-���-�� ��� �� ���� ��� �� � ��� �( �� ���� � ��' �� �� ���#" (���-����-�� ��� �� ���% "���+

( # �� ��� 1 "���

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���� %$���# "���+ �����' �� � �� ���� �

SECTION

���

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SCALE: 1/2" = 1' 0"

"������� ��$���� �� �- ���# ��� � � (���#� � �'���

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ROOF PLAN

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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SCALE: 1/4" = 1' 0"

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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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6

Page 7: 718 OGDEN AVE., SUITE 200 DOWNERS GROVE, IL …...2013/11/05  · DOWNERS GROVE, IL 60515 fax 630.969.0692 ph. 630.969.9279 718 OGDEN AVE., SUITE 200 ARCHITECTS-PLANNERS THESE DOCUMENTS

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