sample set residential

Drawing List

Applicable CodesInternational Residential Code 2006 includingAppendix F and GNational Electric Code 2005Illinois State Plumbing Code 2004International Mechanical Code 2006

Project Data/ Scope ofWork/ Zoning AnalysisPROJECT:

Garrison Residence617 Jackson AveST. CHARLES, ILLINOIS 60174

SCOPE OF WORK:

Remodeling of an existing home w/ a newconstructed additon and attached 3-car garage.

ZONING ANALYSIS:

Zoning RT-3Setbacks As shown per Site PlanBldg Height As shown per Elevations

LOT COVERAGE (sf):

Existing House 1,133

Rear Addition 317

Mudroom Area 133

Garage & Shop 1,094

TOTAL 2,677

General Notes1. DRAWINGS GENERALLY INDICATE SCOPE OF WORK.EACH CONTRACTOR SHALL VERIFY ALL EXISTINGCONDITIONS PRIOR TO START OF WORK TO ENSURE ACOMPLETE AND PROPER INSTALLATION OF THEIR WORK.

2. ALL WORK SHALL COMPLY WITH ALL CITY, STATE,AND FEDERAL ORDINANCES HAVING JURISDICTION.NOTHING HEREIN SHALL BE INTERPRETED TO THECONTRARY. ALL PERMITS AND INSPECTIONS REQUIREDSHALL BE SECURED BY THE CONTRACTOR INVOLVED.

3. PRIOR TO COMMENCING WORK, THE CONTRACTORSHALL PROVIDE A TIME SCHEDULE GRAPH INDICATINGSTART AND COMPLETION DATES FOR MAJOR WORKITEMS.

4. THE CONTRACTOR SHALL MAINTAIN ON THE JOB ATALL TIMES A COMPLETE SET OF DRAWINGS ANDSPECIFICATIONS, WHICH MUST BE KEPT MARKED UP TODATE.

5. THE CONTRACTOR SHALL MAINTAIN COMPETENT ANDTHOROUGH SUPERVISION TO COORDINATE AND ASSISTTRADES DURING THE PROJECT DURATION.

6. CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING BUILDING PERMIT, AND ALL INSPECTIONS ANDAPPROVALS.

7. THE SITE SHALL BE KEPT IN A SAFE, CLEAN ANDWORKMANLIKE CONDITION.

8. THE CONTRACTOR SHALL EXERCISE DUE CARE ANDPROVIDE ALL TEMPORARY PROTECTION FOR EXISTINGCONSTRUCTION FROM DAMAGE, AND REPAIR ANYDAMAGE TO SUCH ITEMS AT HIS COST.

9. ALL WORK SHALL BE STRUCTURALLY SOUND AND OFFIRST QUALITY WORKMANSHIP AND DETAIL.

10. ALL WORK SHALL CONFORM WITH ALL CITY, STATE,FEDERAL REQUIREMENTS, CODES AND ORDINANCESHAVING JURISDICTION. NOTHING HEREIN SHALL BEINTERPRETED TO THE CONTRARY.

11. CONTRACTOR SHALL FILE WITH THE ARCHITECT ANDTHE OWNER, PRIOR TO COMMENCEMENT OF THE WORK,INSURANCE POLICIES WRITTEN BY COMPANIESLICENSED IN THE STATE OF ILLINOIS AND MAINTAINUNINTERRUPTED UNTIL FINAL ACCEPTANCE OF THEWORK:

WORKMAN'S COMPENSATIONEMPLOYER'S LIABILITYCOMPREHENSIVE BODILY INJURYLIABILITYPROPERTY DAMAGE LIABILITY AS REQUIRED BY

THE BUILDING DEPARTMENT

12. THE OWNER RESERVES THE RIGHT TO OCCUPYPORTIONS OF THE PREMISES DURING PROGRESS OF THEWORK AND PRIOR TO CONTRACT COMPLETION. HE MAYALSO ENGAGE SUPPLEMENTARY CONTRACTORS OF HISCHOICE DURING THIS TIME. THIS SHALL NOT, HOWEVER,SIGNIFY COMPLETION OF THE WORK UNDER THISCONTRACT OR ACCEPTANCE.

13. AT THE CONCLUSION OF THE PROJECT, THECONTRACTOR SHALL CLEAN ALL NEW FIXTURES,SURFACES, AND EQUIPMENT IN SUCH MANNER FORMOVE-IN.

14. SUBMIT "SHOP DRAWINGS" AND "SAMPLES" TO THEARCHITECT FOR REVIEW IN ACCORDANCE WITH THEPROCEDURES OUTLINED IN THE GENERAL CONDITIONSOF THE CONTRACT. SHOP DRAWINGS SUBMITTALSSHALL INCLUDE DIMENSIONS, THICKNESS, PROFILES,TYPE OF MATERIAL, METHOD OF FASTENING, RELATIONTO ADJACENT WORK AND OTHER NECESSARY DETAILSTO FULLY DESCRIBE THE ITEM SUBMITTED. OTHERSUBMITTAL REQUIREMENTS MAY INCLUDE BUT ARE NOTLIMITED TO: FABRICATION, ERECTION, AND LAYOUTDRAWINGS; MANUFACTURER'S STANDARD DRAWINGS,SCHEDULES, DESCRIPTIVE LITERATURE, CATALOGS,BROCHURES, PERFORMANCE TEST DATA, WIRING ANDCONTROL DIAGRAMS AND ALL OTHER DESCRIPTIVE DATAPERTAINING TO EQUIPMENT, CONDUIT SYSTEMS ANDMETHODS OF CONSTRUCTION.

15. ALL SHOP DRAWINGS AND CUTS ARE SIGNED"REVIEWED" FOR ALL SUBMITTALS, UNLESS NOTEDOTHERWISE PER SPECIFICATIONS.

16. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.LARGE SCALE DETAILS GOVERN OVER SMALLER SCALEDETAILS.

17. THE ARCHITECT SHALL INTERPRET THE INTENT OF THEDOCUMENTS IN CASES OF POSSIBLE CONFLICT ORDISCREPANCY BETWEEN DISCIPLINES.

18. REFER TO LEGEND SHEET FOR PARTITION TYPES ANDDIMENSION INFORMATION.

19. ALL WORK SHALL BE GUARANTEED AGAINSTDEFECTS AND POOR WORKMANSHIP FOR A PERIOD OFONE YEAR FROM THE DATE OF SUBSTANTIALCOMPLETION AS DETERMINED BY THE ARCHITECT.

20. THE SUB-CONTRACTORS SHALL MAKE NOSUBSTITUTIONS OF MATERIALS AND/OR MANUFACTURERSAS LISTED IN THE DRAWINGS, WITHOUT PRIOR WRITTENAPPROVAL FROM THE HOMEOWNER.

21. AT THE COMPLETION OF THE JOB, THE CONTRACTORSHALL PROVIDE ONE COMPLETE MARKED-UP SET OFDRAWINGS WITH AS-BUILT CONDITIONS.

22. CONTRACTOR TO PROVIDE AND MAINTAIN FIREEXTINGUISHERS ON CONSTRUCTION SITE DURING WORK.

23. NO WORK SHALL COMMENCE WITHOUT BUILDINGAPPROVAL AND SECURING OF REQUIRED PERMITS.

24. REFER TO SCHEDULES AND LEGENDS FOR PRODUCTSPECIFICATIONS.

Interior Finish Notes1. MATERIALS USED FOR INTERIOR WALL, CEILING ANDFLOOR FINISH, INCLUDING INTERIOR TRIM, SHALL HAVETHE FOLLOWING SPREAD RATING:

RESIDENTIAL UNITS - CLASS 1 (0-25) FLAME SPREADFLOOR COVERING - CLASS A (<75) FLAME SPREAD

Plumbing Notes1. CONTRACTOR/HOME OWNER TO PROVIDE ALL REQUIRED LABOR AND MATERIALS AND COMPLETE WORK INFULL COMPLIANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS.

2. ALL PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS AND PLUMBING CODES OF THE COUNTY OFKANE, CITY OF ST. CHARLES AND OTHER AUTHORITIES HAVING JURISDICTION.

3. BUILDING SEWER SHALL BE CAST IRON SERVICE WEIGHT SOIL PIPE WITH OAKUM AND LEAD CAULKEDFITTINGS. ABOVE GROUND SEWER / VENT SHALL BE PVC.

4. ABOVE GROUND WATER PIPING SHALL BE COPPER TYPE 'L' AND UNDERGROUND PIPING SHALL BE COPPERTYPE 'K'.

5. ALL SEWER AND WATER PIPING SHALL BE PRESSURE TESTED PER LOCAL BUILDING CODE.

6. SUB SOIL DRAINAGE PIPE SHALL BE PERFORATED VITRIFIED DRAW PIPE.

7. PROVIDE FROST-PROOF HOUSE BIBS PER PLAN.

8. EXISTING BOILER WILL BE USED TO HEAT ALL ROOMS IN NEW GARAGE ADDITION INCLUDING THE SHOP, NOTINCLUDING THE GARAGE

9. EXISTING WATER HEATER WILL SUPPLY HOT WATER TO THE NEW ADDITION

Mechanical Notes1. CONTRACTOR/HOME OWNER TO PERFORM ALL WORK INACCORDANCE WITH THE COUNTY OF KANE, STATE &LOCAL CODE REQUIREMENTS APPLY & PAY FOR ALLPERMITS.

2. SUB CONTRACTOR SHALL FURNISH ALL NECESSARYSUPPORTS, HANGERS, FASTENERS AND APPURTENANCESREQUIRED TO PROVIDE A COMPLETE AND OPERATIONALSYSTEM. THE SYSTEM AND EQUIPMENT SHALL BEGUARANTEED FOR A PERIOD OF A ONE YEAR OR ASPECIFIED TIME MUTUALLY AGREED BY THE OWNER &CONTRACTOR.

3. SUB CONTRACTOR TO SUBMIT COMPLETE DRAWINGSSHOWING SIZE AND TYPE OF FURNACE, SUPPLY/ RETURNDUCT SIZES, COMBUSTION AIR REQUIREMENTS AND BATHFAN EXHAUST DETAILS.

4. PROVIDE DUCT SIZE TO MEET CFM REQUIREMENTS INEACH ROOM. ALL DUCTWORK TO BE GALVANIZED STEELw/ AIR TIGHT JOINTS PROPERLY SUPPORTED TO AVOIDSTRAIN VIBRATION & NOISE, ALL DUCTWORK SHALL BE PERASHRAE.

5. ALL EQUIPMENT AND AIR OUTLETS SHALL BE TESTED &ADJUSTED TO DELIVER REQUIRED AIR HEATING & COOLINGDESIGN SO SPECIFIED. ENTIRE SYSTEM SHALL BEBALANCED W/ MAXIMUM CAPACITY.

6. ALL OUTSIDE AIR INTAKES SHALL BE MINIMUM 15'-0" FROM PLUMBING VENTS AND / OR DISCHARGEOPENINGS.

7. ALL BRANCH SUPPLY DUCTS SHALL HAVESPLICED DAMPERS OR MANUAL VOLUME DAMPERS(LOCKING TYPE).

8. INSULATE ALL DUCTWORK IN NON-HEATED ATTICSPACES.

9. CONCEAL ALL DUCT WORK, RUN BETWEEN JOINTSAND INSIDE PARTITION WALLS.

10. NOISE GENERATED BY HVAC EQUIPMENT SHALLNOT EXCEED 55 dB AT PROPERTY LINE.

11. CONTRACTOR MAY REARRANGE ANY PORTION OFTHE DUCT WORK IF NECESSARY SUCH AS SIZES ORLOCATION IF FINAL CONSTRUCTION DETAILSREQUIRE SO. INFORM OWNER PRIOR TO MAKINGCHANGES.

12. FLOOR REGISTERS NOT MORE THAN 9" FROMWALLS.

13. PROVIDE NEW A/C SYSTEM AND DUCTWORK TOSUPPLY ALL ROOMS IN NEW GARAGE ADDITIONINCLUDING THE SHOP, NOT INCLUDING THE GARAGE

Project Location

SCALE:

DATE:

PROJECT NO.:

SHEET NO.:

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12" = 1'-0"

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100 Main StreetSt. Charles, IL

Sample Residence

G1.1Sample Residence

Project Info

Sample ResidenceSample Residence

G1.1 Project Info

S1.1 Architectural Site Plan

EX1.1 Existing First Floor

A1.1 Foundation PlanA1.2 First Floor - New ConstructionA1.3 Second Floor

A2.1 ElevationsA2.2 Elevations

A3.1 SectionsA3.2 Sections

A4.1 Details

E1.1 First Floor ElectricE1.2 Second Floor Electrical Plan

# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10

EXISTING REMODELED2 STORY RESIDENCE

NEW 1 STORYFAMILY ROOM

ADDITION

NEW 3 CAR GARAGEAND 2ND STORY

ADDITION

79°

37' 0

2"

100.

00'

SW

10° 22' 58"

90.00'

N W

79°

37' 0

2"

100.

00'

NE

10° 22' 58"

90.00'

S E

7'-4 1/2"

19'-4

1/2

"

24'-7

5/8

"

34'-3

1/2

"

9'-0"

5'-3

1/8

"

EX

ISTI

NG

WA

TER

LIN

E

EX

ISTI

NG

SE

WE

R L

INE

NEW BURIED POWER LINE

NEW 200 AMPSERVICE

EXISTINGGAS LINE

EXISTING SHEDTO REMAIN

12'-0

"

GENERAL NOTES

SCALE:

DATE:

PROJECT NO.:

SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING

1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR AND WALL SHEATHING ON EXTERIOR, U.O.N.

2. ALL CONCRETE TO BE 3,000 PSI MIN. IN 28 DAYS

3. ALL FOOTINGS TO BEAR ON UNDISTURBED NON ORGANIC SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE

4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 FT. 6 IN. AT SPLICES AND PROVIDED 3' LONG CORNER BOARDS

5. ALL PLATES SET ON CONCRETE TO BE PRESSURE TREATED

6. USE MIN. (2) 2X10 HEADERS AT ALL OPENINGS UNLESSOTHERWISE NOTED

7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM

8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED

9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA

10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI

11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE GUIDELINES

12. ALL SHEATHING IS TO BE APA RATED

13. EXTERIOR WALL DIMENSIONS ARE TO OUTSIDE OF SHEATHING.DIMENSIONS DO NOT INCLUDE DRYWALL

14. CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS

15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL

16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM

17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR

18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION

19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.

20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.

21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. VERIFY LOAD REQUIREMENTS

22. ANY STRUCTURAL MEMBER THAT IS DOUBLED, TRIPLED ETC,MUST FOLLOW MANUFACTURES NAILING OR FASTENING PATTERN.

23. NOSING ON ALL STAIRS TO HAVE PROFILE OF NOT LESS THE 3/4"BUT NOT MORE THEN 1 1/4"

24. ALL JOINTS, CRACKS, OPENINGS, GAPS, PENETRATIONS INFOUNDATIONS WALLS MUST BE SEALED

25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING METHOD

26. PROVIDE DRYWALL ON UNDERSIDE OF STAIRS

27. PROVIDE ARC FAULT IN ALL SLEEPING AREAS

28. ALL HANDRAILS AND GUARDRAILS ARE TO BE DESIGNED SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT

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S1.1Sample Residence

Architectural Site Plan


3/16" = 1'-0"

Architectural Site Plan - For Ref Only


EXISTING GARAGETO BE REMOVED

10° 22' 58"

90.00'

N W

79°

37' 0

2"

100.

00'

SW

10° 22' 58"

90.00'

S E

79°

37' 0

2"

100.

00'

NE

EXISTING SHEDTO REMAIN

EXISTING 2 STORYHOUSE TO REMAIN

SCALE:

DATE:

PROJECT NO.:


1. ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLECODES THAT HAVE AUTHORITY OVER THIS PROPERTY.PROVIDE ALL NECESSARY SAFEGUARDS, BARRIERS,TEMPORARY POWER, FIRE PROTECTION LIGHTING, ETC. ASREQUIRED DURING DEMOLITION.

2. DEMOLITION INCLUDES COMPLETE REMOVAL, DISPOSAL ORSAVINGS OF SPECIFIED WORK.

3. SUBMIT PROPOSED METHODS AND OPERATION OFDEMOLITION TO OWNER FOR REVIEW PRIOR TO START OFWORK. INCLUDE IN SCHEDULE COORDINATION FOR SHUTOFF,CAPPING AND CONTINUATION OF UTILITY SERVICES ASREQUIRED.

4. ELECTRICAL, TELEPHONE, MECHANICAL & PLUMBINGSYSTEMS DELETED BY NEW CONSTRUCTION SHALL BEREMOVED TO THE FURTHEST TERMINATION POINT U.O.N.

5. KEEP STAIRWAYS AND DOORWAY EXITS UNOBSTRUCTEDAND AVAILABLE FOR USE AT ALL TIMES DURING DEMOLITIONOPERATION.

6. ALL SALVAGEABLE SURPLUS BUILDING MATERIALS,HARDWARE, WOOD TRIM, DOORS, LIGHT FIXTURES, ETC. NOTINDICATED TO BE RELOCATED OR REUSED SHALL BE TURNEDOVER TO OWNER. COORDINATE STORAGE LOCATION

7. SALVAGE, CLEAN, AND STACK STONE AND BRICK FROMDEMOLITION OF GARAGE FOR REUSE IN CONSTRUCTION OFFIRST FLOOR ADDITION.

8. GENERAL CONTRACTOR TO COORDINATE ALL TRADESREQUIRED TO PERFORM DEMOLITION WORK AS OUTLINED INTHESE CONTRACT DOCUMENTS.

9. PROVIDE TEMPORARY SHORING AS NECESSARY

10. DEMOLISH NON LOAD BEARING PARTITIONS ONLY U.N.O.

11. 1st FLOOR WALL PLASTER TO BE REMOVED AND STRIPPEDDOWN TO CINDER BLOCK WALLS

12. 1st FLOOR CEILING PLASTERTO BE REMOVED DOWN TOCEILING JOISTS

13. INTERIOR WALLS TO BE REMOVED AS SHOWN

14. 2nd FLOOR TO BE SUPPORTED ACCORDINGLY UNTIL THENEW SUPPORT WALLS ARE INSTALLED

15. WOOD FLOORS TO BE PROTECTED DURING INTERIORDEMOLITION WITH ROSIN PAPER AND PLYWOOD SHEETING

DEMOLITION NOTES

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EX1.1Sample Residence

Existing First Floor


1/4" = 1'-0"

Existing/Senlect Demo Plan 3/16" = 1'-0"

Site Demo Plan


UNEXCAVATEDT/ SLAB @ -1' 0 3/4"4" POURED CONC. SLAB REINFORCED w/6x6 #10 W.W.F. OVER 6 MIL. VAPORBARRIER ON MIN. 5" COMPACTEDGRANULAR FILL AND BACKFILL (DO NOTUSE CLAY). PROVIDE CONTROL JOINTS INSLAB AS REQUIRED AND EXPANSIONMATERIAL AT SLAB PERIMETER.

DROP T/ FDN @ DOOR 12" TOALLOW THICKENED END SLAB

13'-6

"25

'-10"

39'-4

"

12'-9 3/4" 2'-2 1/2" 17'-3 1/2" 2'-2 1/2" 2'-2 3/4" 5'-6" 1'-7 1/2" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 1'-7 1/2"0"

#5 x 16" REBAR DOWELS16" O.C. @ ALL CONNECTIONS

BASEMENTT/ SLAB @4" POURED CONC. SLAB REINFORCED w/6x6 #10 W.W.F. OVER 6 MIL. VAPORBARRIER ON MIN. 5" COMPACTEDGRANULAR FILL AND BACKFILL (DO NOTUSE CLAY). PROVIDE CONTROL JOINTS INSLAB AS REQUIRED AND EXPANSIONMATERIAL AT SLAB PERIMETER.

2x12

" F.J

.@ 1

6" O

.C.

3A3.1

2A3.1

1'-7

5/8

"2'

-3"

1'-6

3/8

"5'

-6 1

/2"

1'-6

3/8

"2'

-3"

1'-3

1/8

"

16'-0

"

49'-0" 20'-8" 1'-10"

15'-4

"

8" 17'-8" 8" 15'-9" 8" 12'-11" 8" 20'-0" 8"

T/FDN -1'-1 1/2"

71'-6"

UNEXCAVATEDT/ SLAB @ -3'-1 3/4"5" POURED CONC. SLAB REINFORCEDw/ #3's @ 12" O.C. BOTH WAYS OVER 6MIL. VAPOR BARRIER ON MIN. 5"COMPACTED GRANULAR FILL ANDBACKFILL (DO NOT USE CLAY).PROVIDE CONTROL JOINTS IN SLAB ASREQUIRED AND EXPANSION MATERIALAT SLAB PERIMETER.

36'-9"

12'-9 3/4" 21'-8 1/2" 2'-2 3/4" 36'-9"

73'-6"

5'-6" 8" 29'-11" 8"

5'-6" 8" 8'-1" 20'-0" 1'-10"

24'-7

1/2

"13

'-4 1

/2"

8"

1A3.2

2A3.2

3

A4.1

----

19'-0" 30'-0" 20'-8" 1'-10"

1A3.1

T/FDN -3'-2 3/4"

UN

EXC

AVAT

EDT/

SLA

B @

-2'-7

3/4

"

8"13

'-8"

8"8'

-5 1

/2"

8"1'

-10"

SAW CUT NEW 4'-8"OPENING IN PLACE OFEXISTING BASEMENTWINDOWS

R @

7.5

" MA

X3

DN

Fill In ExistingBasmentWindows

3

A4.1

36'-9"

UNEXCAVATEDT/ SLAB @ -2'-10 3/4"4" POURED CONC. SLAB REINFORCED w/6x6 #10 W.W.F. OVER 6 MIL. VAPORBARRIER ON MIN. 5" COMPACTEDGRANULAR FILL AND BACKFILL (DO NOTUSE CLAY). PROVIDE CONTROL JOINTS INSLAB AS REQUIRED AND EXPANSIONMATERIAL AT SLAB PERIMETER.

T/FDN -1'-9 3/4"

T/FDN -2'-7 3/4"

T/FDN -2'-7 3/4"

7'-0

"

5'-2

"

ISEG

2745

#5 x 16" REBAR DOWELS16" O.C. @ ALL CONNECTIONS- PROVIDE WATER STOP



#5 x

16"

RE

BAR

DO

WEL

S16

" O.C

. @ A

LL C

ON

NEC

TIO

NS

- PR

OVI

DE

WAT

ER

STO

P


6'-7" 4'-10" 24'-0"

EXISTING BASEMENTNO WORK

4'-1" 13'-7"

ISEG

2745

NOTE: EGRESS WIND.WELL (MIN. 9 SF.) w/LADDER PER CODE 3'-0" MIN.

NO

TE: E

GR

ESS

WIN

D.

WE

LL (M

IN. 9

SF.

) w/

LAD

DER

PE

R C

OD

E

1'-11 1/2" 2'-6" 10'-1" 2'-6" 1'-11 1/2" 16'-5" 13'-7"

STEP FDN

STEP FDN

STEP FDN

STEP FDN

STEP FDN

T/FDN -2'-7 3/4"

T/FDN -2'-7 3/4"

T/FDN -1'-1 1/2"

NEW 2X12 LEDGER - BOLTTO EXISTING WALL

R @ 7.5" MAX10UP

NEW STAIRS

4A3.1

T/FDN -2'-7 3/4"

STEP FDN

STEP FDN

2x12

" F.J

.@ 1

6" O

.C.

UN

EXC

AVAT

EDC

RAW

L SP

ACE

36" HIGH GUARDRAIL/HANDRAIL-LESS THEN 4"BETWEEN BALASTERS

36" HIGH GUARDRAIL/HANDRAIL-LESS THEN 4"BETWEEN BALASTERS

T/FDN -1'-9 3/4"

6

A4.1

TREA

TED

2x1

2" F

.J.@

16" O

.C.

9'-8 3/4" 9'-8 3/4"

SLO

PE F

OR

DR

AIN

AGE

NEW 2X12 LEDGER - BOLT TO EXISTING WALL

DB

L 2x

12 F

.J.

DB

L 2x

12 F

.J.

2'-2

1/2

"5'

-7 3

/4"

7'-1

0 1/

4"

RADIANT HEAT

T/FDN -1'-1 1/2"

STEP FDN

SUMP

SUMP PIT w/ SINGLEDEDICATED OUTLET;TIE INTO EXISTINGSTORM SEWER

4" D

RA

IN T

ILE,

EX

TEN

D A

RO

UN

DFO

UN

DAT

ION

PE

RIM

ETE

R, T

YP.

T/FDN -1'-1 1/2"

DB

L F.

J.(2) 2x12

(2) 2x12

-9'-7 1/2"

4

A4.1

NOTE: GARAGE SLAB CONCRETE SHALL =f'c of 4500psi

1

A1.1

1'-1"

1'-1

"1'

-1"

1'-7" 17'-8"

5'-1

0"3'

-4 1

/2"

6'-1

1/2

"

T/FDN -3'-2 3/4"

CM

U W

all f

orF.

P. S

uppo

rt

8"4'

-7 1

/2"

6'-2

"3'

-5"

2'-1 1/2"

10"

10"

10"

8"14

'-4"

4" DIA. 1/4" THICK STL.PIPE COL. ON 36"x36"x12"CONC. SPREAD FTG. w/ (3)#5 EACH WAY

10'-0" 10'-0"

25'-0

1/2

"12

'-11

5/8"

4" Gas Curb Slab in Slab

2'-4

3/8

"11

'-0 1

/4"

UNEXCAVATEDT/ SLAB @ -2'-9 3/4"

4" POURED CONC. SLAB REINFORCED w/6x6 #10 W.W.F. OVER 6 MIL. VAPORBARRIER ON MIN. 5" COMPACTEDGRANULAR FILL AND BACKFILL (DO NOTUSE CLAY). PROVIDE CONTROL JOINTS INSLAB AS REQUIRED AND EXPANSIONMATERIAL AT SLAB PERIMETER.

Floor Joist Schedule

Joist SpacingL/360

2 x 8 @ 12" O.C.2 x 8 @ 16" O.C.

PROVIDE DBL. FLOOR JOISTS BELOW ALL PARALLEL PARTITIONS, UNLESSNOTED OTHERWISE ON PLANS. UNLESS NOTED, ALL FLOOR JOISTS SHALLBE #2 HEM - FIR DOMESTIC (E=1,300,000 MIN., FB = 850) OR BETTER.PROVIDE CROSS BRIDGING AT MAX. 8"-0" O.C. TREATED LUMBER TO BESYP. OR EQUAL MIX OR PINE.

THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIRDOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BYOWNER

Non-SleepingRooms

40# LL - 10# DL13'-2"12'-0"

SleepingRooms

40# LL - 10# DL14'-6"13'-2"

2 x 10 at 12" O.C.2 x 10 at 16" O.C.2 x 10 at 16" O.C.-Dbl. Every Other

16'-10"15'-2"15'-9"

18'-6"16'-10"17'-5"


20'-4"17'-7"19'-1"

22'-6"19'-8"21'-4"

MAXIMUM SPACING

Foundation Notes1. SOIL BEARING CAPACITY TO BE 3000 PSF,

PROVIDE ONSITE SOIL TEST @ TIME OFEXCAVATION TO VERIFY CAPACITY, NOTIFYHOME OWNER/CONTRACTOR IMMEDIATELYOF ANY DISCREPENCIES

2. ANCHOR BOLT INSPECTION IS REQUIREDBEFORE START OF FRAMING

3. RADON CAULKING REQUIRED IN FINSIHEDAREAS OF BASEMENT AND INSPECTED PRIORTO FRAMING

4. ALL CONCRETE SLABS TO BE TIED TO FDNWALLS WITH #4x42" REBAR @ 36" O.C. REBARTO EXTEND 36" INTO SLAB & 6" INTO FDN WALL

5. ALL BASEMENT ROOMS TO HAVE FULLWALKING ACCESS TO EACH OTHER

6. PROVIDE A KEY-WAY BETWEEN FOUNDATIONWALLS AND FOOTINGS. PROVIDE (2)HORIZONTAL #5 BARS AT THE TOP ANDBOTTOM OF THE WALLS. PROVIDE #5VERTICAL REBARS AT 48” O.C. PROVIDEHORIZONTAL #5 REBAR AT CENTER HEIGHT OFWALL

7. NON BASEMENT WALLS: WALL VERTICALREBAR: # 4 AT 36" EXTEND HEIGHT OF WALLAND PLACE TOWARD INSIDE FACE OFWALL. WALL HORIZONTAL REBAR: (2) #4PLACED IN TOP 1FT, BOTTOM 1FT. F'C = 3000PSI.

8. T/FDN & SLAB HEIGHTS BASED ON 0'0" BEINGTHE HEIGHT OF THE EXISTING FIRST FLOOR

5"

4"

1'-0

"

8"

45°

2" EPS RigidInsulation

2" EPS RigidInsulation

4" Gas Curb

4"

ConstructionJoint

GENERAL NOTES

SCALE:

DATE:

PROJECT NO.:






























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A1.1Sample Residence

Foundation Plan


1/4" = 1'-0"

Foundation Plan 1" = 1'-0"

1Section of CD - Foundation plan


LIBRARY112

LIVING111

FAMILY110

Valuted Ceiling

KITCHEN108

Win

dow

Sea

t

Window Seat

Bui

lt In

Boo

k Sh

elf

FOYER101

HALF BATH104

COAT ROOM102

CLOSET103

SHOP107

3 CAR GARAGE106

MUDROOM105

Pantry42" Ref.

R @ 7.5" MAX14UP

R @ 7.5" MAX10

DN

R @

7.5

" MA

X3

DN

Hea

rth to

pro

ject

20"

from

face

of f.

p. w

/ 12"

min

.no

ncom

bust

ible

mat

eria

l

Flus

h H

earth

CraftsmanStyle Column

24" D.W.36" Sink

3/0

2/4

2/4

2/4

2/6

3/0

3/0

8' O.H. DOOR 8' O.H. DOOR 8' O.H. DOOR

6' C

/O

Bench

Patio109

5'-2" C/O

2'-9" 2'-8 1/2" 1'-8" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 1'-7 1/2"

3A3.1

2A3.1

16'-0

"

3'-2 1/2" 3'-6" 2'-9 1/2" 2'-9 1/2" 3'-6" 3'-2 1/2" 6'-10 1/4" 22'-5 3/4" 2'-6" 8'-2" 8'-2" 2'-6" 1'-10"

71'-6"

6'-5

1/2

"7'

-0 1

/2"

14'-5

"11

'-5"

25'-1

0"13

'-6"

39'-4

"

1A3.2

2A3.2

3

A4.1

----

30'-3"

24'-1

0 1/

2"

1A3.1

TCD2956 TCD2956 TCD2956 TCD2956 TCD2956

TCD2940 TCD2940

CFFT1-30X20

TCD

3760

-2

TCD

3760

-3

TCD2948

TCD

2948

TCD2948-2TCD2948

R @

7.5

" MA

X6

DN

R @ 7.5" MAX5DN

Concrete Stoop @Base of Stairs-Min 3'x5'

19'-0" 29'-4" 21'-4" 1'-10"

DN

2 R

ISER

S

Stamped Concrete

Slope 2"

18'-0"

18'-0"

5'-2

1/4

"5'

-0"

5'-2

1/4

"

15'-4

1/2

"

15'-4

1/2

"

4'-3" 9'-6" 4'-3"

Remove Existing Masonry andCreate New Cased Opening

12'-6

1/2

"2'

-8"

1'-1

3/4

"12

'-0 1

/2"

11 3

/4"

13'-0 1/4" 1'-0 3/4" 3 1/2" 7'-3"

3 1/2"

9'-0 3/4"

13'-11 3/4" 5" 7'-1 3/4" 9'-4 3/4" 4 1/2" 3'-10 1/4"

14'-10 1/2"5 1/2"

5'-0"

10'-7

3/8

"5

1/2"

2'-5

1/8

"24

'-10"

7'-7

"3

1/2"

6'-4

"3

1/2"

8'-8

"

1 1/2"

1'-8 3/4"1 1/2"

18'-9" 11" 13'-7 3/4"

27'-2 1/2" 2'-1 1/2"

Rep

lace

Exi

stin

gW

indo

w

Rep

lace

Exi

stin

gW

indo

w

Replace Existing Window

Cut

New

Ope

ning

inE

xist

ing

Mas

onry

Wal

l

Cut New Openingin Existing MasonryWall

Cut New Openingin Existing MasonryWall

Buit in Outdoor BBQ and Buffet

5 1/4" 9'-8" 3 1/2" 2'-7 1/2" 3 1/2" 5'-3 1/2" 11" 13'-7 3/4" 11" 5'-4 1/2"

2'-3

7/8

"4'

-5 1

/8"

5'-1

0"2'

-8"

14'-2

1/2

"11

"

2'-3

7/8

"4'

-5 5

/8"

3 1/

2"2'

-0 3

/4"

8'-2

"3

1/2"

4'-1

1/2

"5"

2'-1

0 1/

4"6'

-1"

22'-0" 2'-1" 5'-5 1/2" 31'-3 1/2"

7'-3

7/8

"

2'-6" 17'-0" 2'-6" 2'-1"

60'-10"

Con

cret

e S

toop

@B

ase

of S

tairs

-Min

3'x

5'

3/0

DN

3 R

ISER

S

7'-0

"

5'-2

"

Mech.120

2/8

10'-7

3/8

"

CFFT1-30X20CFFT1-30X20CFFT1-30X20CFFT1-30X20

1'-0" 15'-5"1'-0"

1'-0"10'-11"

T/ BLUESTONE @ 2'-1"Slope for drainage

T/ BLUESTONE @ 0'-3"Slope for drainage

EX STAIR TO REMAIN NEW STAIR6" CONT. GAS CURB

2x10" R.R.@ 16" O.C.

2x10" R.R.@ 16" O.C.

2x12

Rid

ge

Slo

pe 2

"

WOOD BANDING OVERSTONE BELOW

TCD

2956

TCD

2956

Cra

ftsm

anS

tyle

Col

umn

LOC

KER

SM

AIL

CE

NTE

RD

ESK

NOTE: PROVIDE 5/8" TYPE "X" GYP. BD. ATCEILING, WALLS, AND BEAMS, TYP. IN GARAGE.

14" F

LOO

R T

RU

SS

@ 1

2" O

.C.

2x12

F.J

. @ 1

2"O

.C.

SLO

PE S

LAB

TO G

RA

DE

(3) 12" LVL(3) 12" LVL (3) 12" LVL

DN 1R

1-3/4" SOLID COREw/ NO GLASS

5'-4 1/2"5 1/2"

(3) 9

"x1.

5" L

VL 12

' SLI

DE

R

2'-3

"

4A3.1

6

A4.1

DN

1 R

2x8" F.J.@16" O.C.

2x8"

LEA

DG

ER

2x8"

LEA

DG

ER

4

A4.1

----

2'-9

1/8

"2'

-11

1/8"

5'-0

"2'

-11

1/8"

2'-4

5/8

"

36"x

36"

Rum

ford

Fire

plac

e

New A/CUnit toCoverNewAdditon

(2) 12"x1.5" LVL's Dropped

(2) 12"x1.5" LVL'sDropped

(2)1

2"x1

.5" L

VL'

s D

ropp

ed

(3) 1.5"x14" LVL

Floor Joist Schedule

Joist SpacingL/360

2 x 8 @ 12" O.C.2 x 8 @ 16" O.C.

PROVIDE DBL. FLOOR JOISTS BELOW ALL PARALLEL PARTITIONS, UNLESSNOTED OTHERWISE ON PLANS. UNLESS NOTED, ALL FLOOR JOISTS SHALLBE #2 HEM - FIR DOMESTIC (E=1,300,000 MIN., FB = 850) OR BETTER.PROVIDE CROSS BRIDGING AT MAX. 8"-0" O.C. TREATED LUMBER TO BESYP. OR EQUAL MIX OR PINE.


Non-SleepingRooms

40# LL - 10# DL13'-2"12'-0"

SleepingRooms

40# LL - 10# DL14'-6"13'-2"


16'-10"15'-2"15'-9"

18'-6"16'-10"17'-5"


20'-4"17'-7"19'-1"

22'-6"19'-8"21'-4"

MAXIMUM SPACING

Ceiling Joist Schedule

CEILING JOISTS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN.,FB =850) OR BETTER. ALL JOISTS SHALL BE MINIMUM SIZE AND SPACING PERSCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.


Joist Size Joist Spacing Joist Span2x42x62x82x8

2x102x102x122x12

@16" O.C.@16" O.C.@16" O.C.@12" O.C.@16" O.C.@12" O.C.@16" O.C.@12" O.C.

6'-6"12'-0".16'-0"18'-6"19'-7"22'-7"22'-8"26'-3"

Roof Rafter Schedule

Rafter Size Rafter Spacing2x122x102x102x8

@16" O.C.@16" O.C.@12" O.C.@16" O.C.

ALL RAFTERS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN., FB = 850)OR BETTER. ALL RAFTERS SHALL BE MINIMUM SIZE AND SPACING PERSCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.


Max. SpanVaulted CLG.

19'-11"17'-2"19'-0"14'-0"

Max. SpanNon-Vaulted

21'-1"17'-2"21'-0"

14'-11"

NEW CONSTRUCTION

EXISTING TO REMAIN

Wall Type Key

1. EXTERIOR DIMENSIONS INCLUDE 1/2" SHEATHING

2. INTERIOR DIMENSIONS ARE TO STRUCTURE(I.E. DIMENTION DO NOT INCLUDED DRYWALL)

GENERAL NOTES

SCALE:

DATE:

PROJECT NO.:






























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First Floor - NewConstruction


1/4" = 1'-0"

First Floor

Window ScheduleOperation Model Manufacturer Rough opening egress Count

CFFT1-20X20 25-1/4 X 24-1/2 3DBL Hung TCD2536 Jeld-Wen 26-1/8 X 36-3/4 No 4DBL Hung TCD2936 Jeld-Wen 30-1/8 X 36-3/4 No 3DBL Hung TCD2940 Jeld-Wen 30-1/8 X 40-3/4 No 2DBL Hung TCD2948 Jeld-Wen 30-1/8 X 48-3/4 No 5DBL Hung TCD2948-2 Jeld-Wen 30-1/8 X 48-3/4 No 1DBL Hung TCD2956 Jeld-Wen 30-1/8 X 56-3/4 No 7DBL Hung TCD3760 Jeld-Wen 38-1/8 X 60-3/4 Yes 2DBL Hung TCD3760-2 Jeld-Wen 75-1/2 X 60-3/4 Yes 2DBL Hung TCD3760-3 Jeld-Wen 112-7/8 X 60-3/4 Yes 1IN-SWING ISEG2745 Well-Craft 27"X45" Yes 2Transom CFFT1-26X20 Jeld-Wen 31-1/4 X 24-1/2 No 2Transom CFFT1-30X20 Jeld-Wen 37-1/4 X 24-1/2 No 5Transom CFFT 1-26X16 Jeld-Wen 31-1/4 X 18-1/2 No 3 # Discription Date

1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10

DW

LAUNDRY206

BATH208

CLOSET214

BEDROOM 2210

8' CEILING

PLAY ROOM207

EXISTING MASTER BEDROOM

202

EXISTING MASTER BATH201

EXISTING MASTERCLOSET

203

DBL 2'6

2/8 PKT

2/4

PKT

2/8

EXISTING MASTERSITTING

204

LANDING205

23'-5 3/4" 21'-4" 1'-10"

2'-3" 5'-2 1/2" 4'-6" 5'-9 3/4" 5'-8 1/2" 7'-9" 5'-10" 7'-9" 1'-10"

2A3.1

1A3.2

BED ROOM 1213

2A3.2

1A3.1

Rep

lace

exi

stin

g w

indo

wR

epla

ce e

xist

ing

win

dow

TCD2536 TCD2536 TCD2536 TCD2536

TCD3760 TCD3760

TCD2936 TCD2936 TCD2936

TCD

3760

-2

Replace existing window

46'-7 3/4"

CLOSET212

DN 1 Riser @ 7.5" MAX

DN 3 Riser@ 7.5" MAX

5'-11 1/2" 3'-1 1/2" 4'-1" 5'-11" 4'-1"1'-5 3/4" 3 1/2"

4'-1 3/4" 4'-1" 3'-1"

2'-9

"3

1/2"

3'-4

"2'

-8"

3 1/

2"9'

-4 1

/2"

3'-2

"

3'-2

7/8

"3'

-0"

3 1/

2"3

1/2"

9'-0

1/2

"

5'-6 1/2"3 1/2"

6'-1"3 1/2"

8'-3 1/4" 3 1/2" 3'-9" 3 1/2" 11'-3 3/4"

6'-4 1/2"

13'-9

1/2

"3

1/2"

2'-1

"

3 1/

2"

2'-5

3/4

"3

1/2"

6'-3

1/4

"3

1/2"

9'-4

"

20'-4"

6'-9 3/4" 3'-9" 9'-9 1/4"

13'-9

1/2

"

3 1/

2"2'

-1"

3 1/

2"9'

-0 1

/2"

3 1/

2"9'

-4 1

/2"

18'-8 3/4"

3 1/2"

11'-3 3/4"

15'-1

1 1/

4"

3'-2

"8'

-2 7

/8"

8'-8

3/8

"8'

-9 1

/4"

4'-0

"4'

-0"

2'-5

1/2

"

2'-5

1/2

"8'

-0"

8'-9

1/4

"16

'-11

1/4"

3'-2

"

39'-4

"

2/8

HALL209

2/6

2/6

CLOSET211

2/6

2x10" R.R.@ 16" O.C.

2x10" R.R.@ 16" O.C.

2x10" R.R.@ 16" O.C.

2/0

LIN

EN

T/ W

ALL

= 5

'-10"

T/ W

ALL

= 5

'-10"

2x12

RID

GE

2'-4

1/2

"9'

-7 1

/2"

9'-4

1/2

"3'

-2"

36" HIGH GUARDRAIL/HANDRAIL-LESS THEN 4"BETWEENBALASTERS

2x8" C.T.@ 16" O.C. & 8' A.F.F.

8' C

EIL

ING

LIN

E

8' C

EIL

ING

LIN

E

8' C

EIL

ING

LIN

E 8' CEILINGLINE

T/ WALL = 4'-10" T/ WALL = 4'-10"BU

ILT

IN B

OO

K S

HE

LF

BU

ILT

IN B

OO

K S

HE

LF

2x8"

R.R

.@ 1

6" O

.C.

2x8"

R.R

.@ 1

6" O

.C.

2x8"

R.R

.@ 1

6" O

.C.

2x12 RIDGE2x12 RIDGE

2x10

" R.R

.@ 1

6" O

.C.

2x10

" R.R

.@ 1

6" O

.C.

4A3.1

5'-7" 3'-0" 2'-6 1/2" 10'-0" 10'-0" 2'-6 1/2" 3'-1"

5'-7" 3'-0" 5'-1" 4'-11" 5'-1" 4'-11" 5'-1" 3'-1"

5'-7" 31'-2"

CLO

SET

----

Ceiling Joist Schedule

CEILING JOISTS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN.,FB =850) OR BETTER. ALL JOISTS SHALL BE MINIMUM SIZE AND SPACING PERSCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.


Joist Size Joist Spacing Joist Span2x42x62x82x8

2x102x102x122x12

@16" O.C.@16" O.C.@16" O.C.@12" O.C.@16" O.C.@12" O.C.@16" O.C.@12" O.C.

6'-6"12'-0".16'-0"18'-6"19'-7"22'-7"22'-8"26'-3"

Roof Rafter Schedule

Rafter Size Rafter Spacing2x122x102x102x8

@16" O.C.@16" O.C.@12" O.C.@16" O.C.

ALL RAFTERS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN., FB = 850)OR BETTER. ALL RAFTERS SHALL BE MINIMUM SIZE AND SPACING PERSCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.


Max. SpanVaulted CLG.

19'-11"17'-2"19'-0"14'-0"

Max. SpanNon-Vaulted

21'-1"17'-2"21'-0"

14'-11"

Local Design CriteriaSNOW LOAD 30 PSF + Drifting SnowROOF LIVE LOAD 14 PSFWIND LOAD 80 MPHFLOOR LIVE LOAD 40 PSFMAX. FLOOR DEFLECTION L/360

NEW CONSTRUCTION

EXISTING TO REMAIN

Wall Type Key

1. EXTERIOR DIMENSIONS INCLUDE 1/2" SHEATHING

2. INTERIOR DIMENSIONS ARE TO STRUCTURE(I.E. DIMENTION DO NOT INCLUDED DRYWALL)

GENERAL NOTES

SCALE:

DATE:

PROJECT NO.:






























FOR

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Second Floor


1/4" = 1'-0"

CD - Second Floor # Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10

T/ 1st FLRDECK-EXST0"

T/ GARAGESLAB-EXST

-3'-1 3/4"

T/ GARAGE-FDN-2'-7 3/4"

T/PLATE-GARAGE-NEW5'-10 1/4"

T/GARAGE-2nd-FLR-NEW7'-1"

T/ 2nd-FLR-EXST8'-11 3/4"

T/PLATE GRAGEDORMERS

14'-7 1/2"

#285 FiberglassShingles (Typ.)

#285 Fiberglass Shingles (Typ.)

1" Stone Veneer

New Hardi Board Siding

Exterior finish


Half Round Gutteron 1x4 Fascia

Half Round Gutteron 1x4 Fascia

TCD2936TCD2936 TCD2936

TCD2948TCD2948 TCD2948-2

125

A4.11

New ConstructionExisting

T/ 1st FLRDECK-EXST

0"

T/ GARAGESLAB-EXST-3'-1 3/4"




T/PLATE FAMILYROOM

8'-0"

T/NEW FDN-1'-1 1/2"

1A3.2

2A3.2

----

New Hardi Board Siding A4.12

1" Stone Veneer

1x3 Fly Rafter1x8 Fly Rafter

8'-0

"1'

-1 1

/2"


#285 Fiberglass Shingles (Typ.)

#285 Fiberglass Shingles (Typ.)#285 Fiberglass Shingles (Typ.)


1" Stone Veneer

TCD2956TCD2956TCD2956TCD2956TCD2956

CFFT1-26X16

TCD2940

CFFT1-26X16

CFFT1-26X16

TCD2940

TCD2536TCD2536TCD2536TCD2536

TCD3760TCD3760

CFFT1-30X20

125

125

125

212

CFFT1-30X20 CFFT1-30X20 CFFT1-30X20 CFFT1-30X20

CFFT1-26X20 CFFT1-26X20

4A3.1

4

A4.1

----

GENERAL NOTES

SCALE:

DATE:

PROJECT NO.:






























FOR

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IEW

ON

LY

1/4" = 1'-0"

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Elevations


1/4" = 1'-0"1

North Elevation

1/4" = 1'-0"2 South Elevation



T/ 1st FLRDECK-EXST

0"


3A3.1

T/PLATE FAMILYROOM

8'-0"

T/NEW FDN-1'-1 1/2"

3

A4.1

1" Stone Veneer

New Hardi BoardSiding



New Hardi BoardSiding

1" Stone Veneer

1x3 Fly Rafter

1x8 Fly Rafter

8'-0

"

1A3.1

----

New Construction Existing

New ConstructionExisting

6

A4.1

TCD2956TCD2956

ISEG2745 ISEG2745

ReplacmentWindow

ReplacmentWindow

ReplacmentWindow

ReplacmentWindow

T/ 1st FLRDECK-EXST

0"

T/ GARAGESLAB-EXST

-3'-1 3/4"




3A3.1

2A3.1


1" Stone Veneer


1x3 Fly Rafter

1x8 Fly Rafter


14'-7 1/2"

7'-6

5/8

"1

A3.1

TCD3760-2

TCD3760-2

TCD3760-3

TCD2948

6

A4.1

CFFT1-20X20 CFFT1-20X20 CFFT1-20X20

123

128

GENERAL NOTES

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Elevations


1/4" = 1'-0"

East Elevation

1/4" = 1'-0"

West Elevation



Front Porch1" DeckingTreated 2x10 F.J. @ 16" o.c.

TCD2948-2TCD2948

3/0

Porch Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood3/4" T-111 SheatingTrusses at 24" O.C.

6x10 R.S. Ridge

12

5

Fasten ConnectionsAs Needed

Craftsman Railing-LESS THEN 4" BETWEEN BALASTERS-TOP OF RAIL AT 36"-BOTOTOM RAIL LESS THEN 4" OFF PORCH

Concrete Stoop@ Base of Stair-Min 3'x5'

Taperd Wood SkirtBoard

6x12 R.S. BEAM

Treated 2x8 NailerFor Skirt Board

A4.11

A4.16

T/ 1st FLRDECK-EXST

0"



T/NEW FDN-1'-1 1/2"

2A3.1


14'-7 1/2"

LAUNDRY206

LANDING205

6'-0

5/8

"

A4.15

8" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathing2x8 R.R. @ 16" O.C. 8" Floor

3/4" Ply Wood2x8 F.J @ 16 O.C.

7'-8

1/4

"

MUDROOM105

5'-5

3/8

"

6'-1

0"

HALL215

New 10" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathi2x10 R.R. @ 16" O.C.

12

8

123

2x8 C.T. @ 16" O.C.

7'-8

3/4

"

12" Floor3/4" Ply Wood2x12 F.J @ 16 O.C.

7 1/

2"

Typical Exterior WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier1/2" Dry Wall


123

Patio4" Stamped Concrete SlabSlope Assembly 2" For Drainage

Typical Slab4" Concrete SlabReinforced W/ 6x6 #10 W.W.F.6 Mil. Vapor Barrier5" Compacted Granular Fill and Backfill

36" HIGH GUARDRAIL/HANDRAIL-LESS THEN 4"BETWEENBALASTERS

3'-4" O.H.

A4.12

Cont. Ridge Vent

(2) #5 - 5/8" Dia. Rebar(Hor.) @ Top & Bot. of Wall& #5x48" @ 48" O.C. Vert.

#5 x 24 Dowels @ 24"O.C. - TYP 8" FDN Wall

1'-6"

8"

1'-6"

8"

ALL CONCRETE SLABSTO BE TIED TO FDNWALLS WITH #4x42"REBAR @ 36" O.C.

(2) #5 - 5/8" Dia. Rebar(Hor.) @ Top & Bot. of Wall& #5x48" @ 48" O.C. Vert.

2'-7

5/8

"

2x6 Treated Sill Plate W/ SillSeal W/ 1/2" Dia. x 15" Anchor(Masonry Side) & 12" Anchorbolt (Siding side) @ 6'-0" O.C. &7" Into Conc.

13'-7

5/8

"

3" Concrete Slab

Patio Wall1" Stone Veneer8" CMU1" Stone Veneer

Provide VerticalReinformentand Fully GroutCMU Wall

4" Cut StoneCap

2'-6

"

T/ 1st FLRDECK-EXST

0"

T/PLATE FAMILYROOM

8'-0"

T/NEW FDN-1'-1 1/2"


A4.15

FAMILY110



8'-1

0" P

our

2x8 C.J.C.T. @ 16" O.C.

10'-0

"

6'-1

0"

A4.12

Typical Slab4" Concrete SlabReinforced W/ 6x6 #10 W.W.F.6 Mil. Vapor Barrier5" Compacted Granular Fill and Backfill

12

5

3'-8

" MA

X H

T.

NOTE: EGRESS WIND.WELL (MIN. 9 SF.) w/LADDER PER CODE

7'-5

"

(2) #5 - 5/8" Dia. Rebar(hor.) @ Top & Bot. of Wall &#5x48" @ 48" O.C. Vert.

4" Drain Tile W/ 6" WashedStone Over & 2" Under Tile

TYP. INSUL NOTE:INSUL R-VALUE: FLAT CLG=R30,CATHEDRAL=R30, WALLS=R13,FLOORS=R19, CRAWL WALLS=R7,PERIMETER FDN @ WALKOUT=R5-1" AIRSPACE @ R.R. INSUL-VAPOR BARRIER @ INSUL

6'-1

0"

2x6 Treated Sill Plate W/ SillSeal W/ 1/2" Dia. x 15"Anchor (Masonry Side) & 12"Anchor bolt (Siding side) @ 6'-0" O.C. & 7" Into Conc.

Cont. Ridge Vent

8" FDN WallFree Draining BackfillDampproofing To Grade8' Concrete Foundation WallVertical & Horizonatal Reinforcing1/2" Gypsum Wall Board Over Furring StripsHold Min. 1/2" Above Conc. Slab

(3) 9"x1.5" LVL

1'-6"

8"

T/ GARAGESLAB-EXST

-3'-1 3/4"





BEDROOM 2210

SHOP107

A4.127'

-6 3

/4"

2x8 C.J.C.T. @ 16" O.C.


8" FDN Wall

1'-6"

8"

(2) #5 - 5/8" Dia. Rebar (hor.) @ Top &Bot. of Wall & #5x48" @ 48" O.C. Vert.

1" Stone Veneer

12

5


6'-1

0"

5'-1

0 1/

8"

8'-0

"

7'-1

1/2

"

123

Cont. Ridge Vent

A4.12


A4.15

42" M

in.

Mech.120

ALL CONCRETESLABS TO BE TIED TOFDN WALLS WITH #4x42" REBAR @ 36"O.C.


Add an Extra 2 3/4" of Blocking to Align12" Floor System W/ 14" Floor System

2x6 Treated Sill Plate W/ Sill Seal W/ 1/2" Dia. x15" Anchor (Masonry Side) & 12" Anchor bolt(Siding side) @ 6'-0" O.C. & 7" Into Conc.

ALL CONCRETE SLABS TO BE TIED TOFDN WALLS WITH #4x42" REBAR @ 36"O.C. REBAR TO EXTEND 36" INTO SLAB &6" INTO FDN WALL -TYP

Typical Slab4" Concrete SlabReinforced W/ 6x6 #10 W.W.F.2" EPS Rigid Insulation, Unfaced (Optional)6 Mil. Vapor Barrier5" Compacted Granular Fill and Backfill

GENERAL NOTES

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DATE:

PROJECT NO.:






























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Sections


3/8" = 1'-0"1 Section @ Front Porch

3/8" = 1'-0"4 Section @ Hall/Laundry

3/8" = 1'-0"3 Section @ Family Room

3/8" = 1'-0"2 Section @ Bedroom/Shop


T/ GARAGESLAB-EXST

-3'-1 3/4"




3A3.1

A4.12

A4.15

14" Floor System3/4" Ply Wood14" TGI Floor Joist @ 16" O.C.5/8" Dry Wall for Garage Ceiling


4'-6

1/8

"

8 1/

4"

8'-6

"

2'-9

" Pla

te H

eigh

t

12

8

8" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathing2x8 R.R. @ 16" O.C.

7-'6

" P

late

Hei

ght

123

2x8 C.J. C.T. @ 16" O.C.

3 CAR GARAGE106

BED ROOM 1213

Exterior Garage WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier5/8" Dry Wall

Typical Exterior WallHardi Board SidingHouse Wrap1/2" Insul. Sheathing (1/2" O.S.B. APA Rated Corner Bracing)2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier1/2" Dry Wall

5" Slab5" Concrete SlabSlab Reinforced w/ #3's @ 12" O.C. Both Ways6 Mil. Vapor Barrier2" EPS Rigid Insulation, Unfaced (Optional)5" Compacted Granular Fill and Backfill

8" FDN Wall

8"

1'-6"


9'-0

"

2x6 Treated Sill Plate W/ Sill Seal W/ 1/2"Dia. x 15" Anchor (Masonry Side) & 12"Anchor bolt (Siding side) @ 6'-0" O.C. &

7" Into Conc.

8' O.H. DOOR


14'-7 1/2"

1A3.1

5x10 CedarCorbel

4'-0" O.H. Min.


Slope Slab to Grade

Drop T/ FDN @ Door 12" To AllowThickend End Slab

8"

8'-0

"

Slope Driveway AwayFrom House

5/8" GYP Ceiling onRigid Insulation

A3.23

1'-6"


3A3.1

14" Floor System3/4" Ply Wood14" TGI Floor Joist @ 16" O.C.5/8" Dry Wall for Garage Ceiling

5" Slab5" Concrete SlabSlab Reinforced w/ #3's @ 12" O.C. Both Ways6 Mil. Vapor Barrier2" EPS Rigid Insulation, Unfaced (Optional)5" Compacted Granular Fill and Backfill

2'-8

1/2

"


4'-9

7/8

"PLAY ROOM207

3 CAR GARAGE106

BATH208


12

8


2x8 C.J.C.T. @ 16" O.C.

9'-0

"

8'-0

"

2x8 C.J. @ 16" O.C.

8" FDN Wall

8" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathing2x8 R.R. @ 16" O.C.

A4.15

A4.15

A4.12

12

5

1'-1

0 3/

4"


1A3.1

Patio4" Stamped Concrete SlabSlope Assembly 2" For Drainage

7 1/

2"1'

-3 1

/4"

7'-3

7/8

"

LINE OF FDN

LINE OF FDN

(2) #5 - 5/8" Dia. Rebar (Hor.) @ Top &Bot. of Wall & #5x48" @ 48" O.C. Vert.

#5 x 24 Dowels @ 24"O.C. - TYP

#5 x 24 Dowels @ 24"O.C. - TYP

2x6 Treated Sill Plate W/ Sill Seal W/ 1/2"Dia. x 15" Anchor (Masonry Side) & 12"Anchor bolt (Siding side) @ 6'-0" O.C. &

7" Into Conc.

4'-0" Cantilever Min.5x10 CedarCorbel

A4.17

#5 x 24 Dowels @ 24"O.C. - TYP(2) #5 - 5/8" Dia. Rebar (Hor.) @

Top & Bot. of Wall & #5x48" @ 48"O.C. Vert.

Cont. Ridge Vent - TYP

1'-6"

8"


123

6'-4

3/4

"

1'-0

3/8

"

5/8" GYP Ceiling onRigid Insulation

A3.23

42" M

in. B

elow

Gra

de

1'-6"

8"

Rafter

1 stud under rafter

1 stud underrnailed to the sideof the rafter

nail studstogether

GENERAL NOTES

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PROJECT NO.:






























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Sections


3/8" = 1'-0"1

CD - Section @ Garage

3/8" = 1'-0"2

CD - Building Section 1" = 1'-0"

3rafter bearing detail


Existing MasonaryWall

New 1 1/2" Rigid Insulation


1" Stone Veneer

1/2" Plywood

1x4

1x8

Cut 2x6 Blocking

New 1 1/2" RigidInsulation

New 1/2" Dry wall

1" Stone Veneer

2x6 Blocking

1x8

1x4

Cut 2x4 Cedar Cap

Flash Under Siding& Over Cedar Cap

2x10 R.R. @ 16" O.C.

2x6 Outrigger @ Every Rafter

1'-6" O.H.

T-111 T&G

5/8" Plywood Sheathing

4' of plywood

1x4 Fascia

5" Half RoundGutter

2x6 Blocking @ Every Rafter

Ice & Water Shield 24" min. FromInside of Exterior Stud Wall

2'-0"

285 #Architectural ShinglesOver 15# Felt

Fly RafterBeyond

15°

3"

Foam Venting

1x4

4x10 Corbel

2'-0 3/4" Min. 4'-0" Cantilever

Fill In Web Of F.J. As Need ToAllow For Connection Of 4x10

1x3 on 1x8

Flash SidingOver Trim

15°

3/4" T-111 soffet

1'-6" O.H.

Notch Rim Board AsNeed

2x6 NailerFor Soffet

2x6 Bracing As Need

2" Gravel AroundPorch Perimeter

Treated 2x8Nailers

Treated 2x12 F.J.

1x8 Taperd Skirt Board

Ripped 1x5 on 1x8(Align with Wood Banding)

5 1/4" 7 1/4" 5 1/4" 7 1/4"

7 1/4" 5 1/4"

88° 92°

92°

88°

1/2" 1/2"

6x6 Treated Post

1" Stone Veneer

1/2" Treated PlyWood on 2x4Treated Studs

1" Wood Decking

2x12 Treated F.J.

Anchor 6x6 TreatedPost to Concrete Pier

2'-2 1/2"

9'-1

0 7/

8"6"

3'-6

" Min

.

2°

1'-7 7/8"

11 1

/4"

7'-2

1/8

"

6x12 R.S. Beam

Anchor Beam toPost

Hold Stone Off Grade

4"4"

3'-6

" MIN

Gua

rd R

ail

4" Cut Stone

Anchor Wood Post ToConcrete Slab

Provide 4" Curb W/slab. Cover withStone Veneer

GENERAL NOTES

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DATE:

PROJECT NO.:






























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Details


1" = 1'-0"3 Existing Wall Detail

1" = 1'-0"2 Wood Banding @ New Construction

1" = 1'-0"5

Eve Detail

8Eve Detail Perspective

1" = 1'-0"7

Garage O.H. Detail

1" = 1'-0"1 Porch Skirt Detail

1" = 1'-0"6

Front Porch Column Detail

1" = 1'-0"4

Patio Railing Detail


3

3

GFI GFI

GFI

GFI

GFI GFI

GFI

GFI

GFIG

FIG

FI

GFI

GFI GFI GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

3

3

3

GFI

33

3

3

GFI GFI

GFIGFIGFI

4

4

4

3

3

LIBRARY112

LIVING111

FAMILY110

Valuted Ceiling

KITCHEN108

FOYER101

HALF BATH104

COAT ROOM102

CLOSET103

SHOP107

3 CAR GARAGE106

MUDROOM105

Patio109

Mech.120

OUTLET FORGARAGE

DOOR

OUTLET FORGARAGE

DOOR

OUTLET FORGARAGE

DOOR

FAN W/LIGHT

LIGHTW/ FAN

HALL215

NEW 200 AMPSERVICE

NEW BURIED POWER LINE

Electrical Plan Key

PROVIDE CAT-5 TYPE CABLE IN ALL BEDROOMS, STUDY& KITCHEN. ALL ELECTRICAL OUTLETS IN KITCHEN(WITHIN 6' OF SINK & ISLAND), BATHROOMS, GARAGE,EXTERIOR, & BASEMENTS (NOT SUMP OR FURNACE) TOBE GFI TYPE OUTLET AND TIED TO GFI CIRCUITBREAKER. PROVIDE 20AMP RATED DISCONNECT AT THEDISHWASHER. SWITCH EACH GARAGE DOOR AND LIGHTINDIVIDUAL PER CAR BAY. AT ALL J-BOX FOR CEILINGFANS, PROVIDE CEILING FAN RATED BOXES. BATHROOMLIGHT AND VENT TO BE SWITCHED SEPARATELY.

120 V. SimplexOutlet

120 V. DuplexOutlet

Single PoleSwitch

Three-waySwitch

Four-way Switch

Dimmer Switch

Data

Recessed Can

Junction Box

Pull Chain

Fluorescent

Exhaust Fan

Smoke Detector110v. Interconnect

Carbon MonoxideDetector

LIGHT w/ MOTIONDETECTOR

34

D

PC

SCALE:

DATE:

PROJECT NO.:


1. THIS DRAWING INDICATES DESIGN INTENT ONLY. PRIMARILY,THE LOCATION AND IDENTIFICATION OF WIRING DEVICES ANDOUTLETS. ALL WORK SHALL FOLLOW 2002 NATIONALELECTRICAL CODE w/ CITY OF BARTLETT, IL, REVISIONS.

2. EXISTING 200 AMP ELECTRICAL SERVICE TO REMAIN.

3. UNLESS NOTED OTHERWISE, ALL SWITCHES SHALL BELOCATED 4" FROM ADJACENT ROOM OPENING, ALL OUTLETSSHALL BE LOCATED AS SHOWN ON PLANS, BUT NO MORE THAN12'-0" PERMITTED BETWEEN ANY TWO AND NOT MORE THAN 6'-0" FROM AN OPENING IN A WALL.

4. ALL WIRING DEVICES AND RECEPTACLES SHOWN BACK TOBACK SHALL BE OFFSET AND ACOUSTICALLY SEALED.

5. UNLESS NOTED OTHERWISE, HEIGHT OF ALL NEW OUTLETSAND SWITCHES SHALL BE; STANDARD WALL OUTLET - 12"A.F.F. TO CENTERLINE OF OUTLET KITCHEN COUNTERSOUTLETS - 44" A.F.F. TO CENTERLINE OF OUTLET OTHERVANITIES - 38" A.F.F. TO CENTERLINE OF OUTLET LIGHTSWITCHES - 48" A.F.F. TO CENTERLINE OF SWITCH

7. ALL NEW WIRING DEVICES AND OUTLETS SHALL BERESIDENTIAL GRADE WIRED FOR 20 AMPS.

8. CONTRACTOR SHALL PROVIDE EMPTY CONDUIT ANDJUNCTION BOX SYSTEM FOR OWNER'S TELEPHONE, CATV ANDSECURITY/INTERCOM SYSTEM. PROVIDE 1/2" CONDUIT FROMBASEMENT TELEPHONE AND CATV SERVICE TO MECHANICAL ORLAUNDRY CLOSET AND RUN TO EACH JACK AS INDICATED(COORDINATE WITH OWNERS SECURITY CONTRACTOR). PROVIDE1/2" CONDUIT TO ENTRY DOOR INTERCOM AND SECURITYCAMERA SYSTEM.

9. ALL RECEPTACLES, RECEPTACLE COVERS, SWITCHES,SWITCH COVERS, AND OTHER SUCH ELECTRICAL DEVICES ARETO BE PAINTED TO MATCH ADJACENT WALL SURFACE.

10. CONTRACTOR SHALL PROVIDE CIRCUITS FOR A/CCONDENSER, FURNACE FAN BLOWER, EXHAUST FANS, LAUNDRY,AND GENERAL PURPOSE OUTLETS AND LIGHTING AND ASREQUIRED BY CODE. RANGE AND DRYER SHALL BE NATURALGAS.

11. PROVIDE 2-P 30A CIRCUIT FOR A/C UNIT 208/240 V.PROVIDE 15A GENERAL CIRCUITS FOR LIGHTING AND POWEROUTLETS

12. ARC FAULT CIRCUIT PROTECTION REQUIRED FOR ALLSLEEPING ROOM OUTLETS.

13. BARE INCANDESCENT BULBS ARE PROHIBITED IN CLOSETS.

14. PROVIDE DEDICATED CIRCUITS FOR DISHWASHER, DISPOSALAND BUILT-IN MICROWAVE.

15. PROVIDE A WORKING PHONE JACK WITHIN 6'-0" OF WATERMETER LOCATION.

16. PROVIDE (2) 20 AMP CIRCUITS FOR KITCHEN COUNTEROUTLETS.

17. PROVIDE ARC-FAULT PROTECTION TO ALL CIRCUITSSUPPLYING POWER TO SLEEPING AREA PER 2002 N.E.C.

18. ALL BATHROOM FIXTURES, SWITCHES, AND OUTLETSSHALL BE GFI PROTECTED. LIGHT FIXTURES OVER TUBS ANDSHOWERS SHALL BE WATER AND VAPOR PROOF.

19. INTER-CONNECTED SMOKE DETECTORS SHALL BE LOCATEDON ALL LEVELS, IN ALL BEDROOMS, IN THE VICINITY OF ALLBEDROOMS AND IN MECHANICAL ROOMS.

20. AT LEAST ONE CARBON MONOXIDE DETECTOR SHALL BELOCATED ON EACH LEVEL.

21. ALL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE110 VOLT, HARDWIRED, AND CONTAIN A BATTERY BACK-UPPOWER SUPPLY.

ELECTRICAL NOTES

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E1.1Sample Residence

First Floor Electric


1/4" = 1'-0"

First Floor Electical Plan


DW

3

3

GFI

GFI

Electrical Plan Key

PROVIDE CAT-5 TYPE CABLE IN ALL BEDROOMS, STUDY& KITCHEN. ALL ELECTRICAL OUTLETS IN KITCHEN(WITHIN 6' OF SINK & ISLAND), BATHROOMS, GARAGE,EXTERIOR, & BASEMENTS (NOT SUMP OR FURNACE) TOBE GFI TYPE OUTLET AND TIED TO GFI CIRCUITBREAKER. PROVIDE 20AMP RATED DISCONNECT AT THEDISHWASHER. SWITCH EACH GARAGE DOOR AND LIGHTINDIVIDUAL PER CAR BAY. AT ALL J-BOX FOR CEILINGFANS, PROVIDE CEILING FAN RATED BOXES. BATHROOMLIGHT AND VENT TO BE SWITCHED SEPARATELY.

120 V. SimplexOutlet

120 V. DuplexOutlet

Single PoleSwitch

Three-waySwitch

Four-way Switch

Dimmer Switch

Data

Recessed Can

Junction Box

Pull Chain

Fluorescent

Exhaust Fan

Smoke Detector110v. Interconnect

Carbon MonoxideDetector

LIGHT w/ MOTIONDETECTOR

34

D

PC

LAUNDRY206 BATH

208

CLOSET214

BEDROOM 2210

PLAY ROOM207

EXISTING MASTER BEDROOM

202

EXISTING MASTER BATH201

EXISTING MASTERCLOSET

203

EXISTING MASTERSITTING

204

LANDING205

BED ROOM 1213

CLOSET212

HALL209

CLOSET211

FAN W/LIGHT

PC PC

PC

FAN W/LIGHT

8' C

EIL

ING

LIN

E

8' C

EIL

ING

LIN

E

8' C

EIL

ING

LIN

E

FAN W/LIGHT

8' C

EIL

ING

LIN

E

8' C

EIL

ING

LIN

E

8' CEILING LINE

SCALE:

DATE:

PROJECT NO.:


1. THIS DRAWING INDICATES DESIGN INTENT ONLY. PRIMARILY,THE LOCATION AND IDENTIFICATION OF WIRING DEVICES ANDOUTLETS. ALL WORK SHALL FOLLOW 2002 NATIONALELECTRICAL CODE w/ CITY OF BARTLETT, IL, REVISIONS.

2. EXISTING 200 AMP ELECTRICAL SERVICE TO REMAIN.

3. UNLESS NOTED OTHERWISE, ALL SWITCHES SHALL BELOCATED 4" FROM ADJACENT ROOM OPENING, ALL OUTLETSSHALL BE LOCATED AS SHOWN ON PLANS, BUT NO MORE THAN12'-0" PERMITTED BETWEEN ANY TWO AND NOT MORE THAN 6'-0" FROM AN OPENING IN A WALL.

4. ALL WIRING DEVICES AND RECEPTACLES SHOWN BACK TOBACK SHALL BE OFFSET AND ACOUSTICALLY SEALED.

5. UNLESS NOTED OTHERWISE, HEIGHT OF ALL NEW OUTLETSAND SWITCHES SHALL BE; STANDARD WALL OUTLET - 12"A.F.F. TO CENTERLINE OF OUTLET KITCHEN COUNTERSOUTLETS - 44" A.F.F. TO CENTERLINE OF OUTLET OTHERVANITIES - 38" A.F.F. TO CENTERLINE OF OUTLET LIGHTSWITCHES - 48" A.F.F. TO CENTERLINE OF SWITCH

7. ALL NEW WIRING DEVICES AND OUTLETS SHALL BERESIDENTIAL GRADE WIRED FOR 20 AMPS.

8. CONTRACTOR SHALL PROVIDE EMPTY CONDUIT ANDJUNCTION BOX SYSTEM FOR OWNER'S TELEPHONE, CATV ANDSECURITY/INTERCOM SYSTEM. PROVIDE 1/2" CONDUIT FROMBASEMENT TELEPHONE AND CATV SERVICE TO MECHANICAL ORLAUNDRY CLOSET AND RUN TO EACH JACK AS INDICATED(COORDINATE WITH OWNERS SECURITY CONTRACTOR). PROVIDE1/2" CONDUIT TO ENTRY DOOR INTERCOM AND SECURITYCAMERA SYSTEM.

9. ALL RECEPTACLES, RECEPTACLE COVERS, SWITCHES,SWITCH COVERS, AND OTHER SUCH ELECTRICAL DEVICES ARETO BE PAINTED TO MATCH ADJACENT WALL SURFACE.

10. CONTRACTOR SHALL PROVIDE CIRCUITS FOR A/CCONDENSER, FURNACE FAN BLOWER, EXHAUST FANS, LAUNDRY,AND GENERAL PURPOSE OUTLETS AND LIGHTING AND ASREQUIRED BY CODE. RANGE AND DRYER SHALL BE NATURALGAS.

11. PROVIDE 2-P 30A CIRCUIT FOR A/C UNIT 208/240 V.PROVIDE 15A GENERAL CIRCUITS FOR LIGHTING AND POWEROUTLETS

12. ARC FAULT CIRCUIT PROTECTION REQUIRED FOR ALLSLEEPING ROOM OUTLETS.

13. BARE INCANDESCENT BULBS ARE PROHIBITED IN CLOSETS.

14. PROVIDE DEDICATED CIRCUITS FOR DISHWASHER, DISPOSALAND BUILT-IN MICROWAVE.

15. PROVIDE A WORKING PHONE JACK WITHIN 6'-0" OF WATERMETER LOCATION.

16. PROVIDE (2) 20 AMP CIRCUITS FOR KITCHEN COUNTEROUTLETS.

17. PROVIDE ARC-FAULT PROTECTION TO ALL CIRCUITSSUPPLYING POWER TO SLEEPING AREA PER 2002 N.E.C.

18. ALL BATHROOM FIXTURES, SWITCHES, AND OUTLETSSHALL BE GFI PROTECTED. LIGHT FIXTURES OVER TUBS ANDSHOWERS SHALL BE WATER AND VAPOR PROOF.

19. INTER-CONNECTED SMOKE DETECTORS SHALL BE LOCATEDON ALL LEVELS, IN ALL BEDROOMS, IN THE VICINITY OF ALLBEDROOMS AND IN MECHANICAL ROOMS.

20. AT LEAST ONE CARBON MONOXIDE DETECTOR SHALL BELOCATED ON EACH LEVEL.

21. ALL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE110 VOLT, HARDWIRED, AND CONTAIN A BATTERY BACK-UPPOWER SUPPLY.

ELECTRICAL NOTES

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E1.2Sample Residence

Second Floor ElectricalPlan

Sample ResidenceSample Residence 1/4" = 1'-0"

CD - Second Floor - ELEC


sample set residential

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