maryland house extension

11
CONSTRUCTION DATA CODES IRC-2015 NEW BUILDING AREA 308 SF ADDRESS ORDWAY, MD LOT AREA 7,546 SF EXISTING BUILDING AREA 1,034 SF PROPOSED ADD. AREA 308 SF TOTAL BUILDING AREA 1342 SF<56% OF THE TOTAL LOT AREA FINISH SCHEDULE LOCATION ROOM DOORS WINDOWS WALLS FLOOR CEILING REMARKS 1ST FLOOR DINING ROOM 6'-0" X 7'-8" 36" X 62" PAINT TBD PAINT NEW 1ST FLOOR KITCHEN - 2x (32" X 42") PAINT TBD PAINT NEW DRAWING SCHEDULE COVER SHEET A-1 A-2 A-3 S-1 S-2 D-1 D-2 EM P-1 KEY NOTES SITE PLAN KEY PLAN VICINITY PLAN DONSTRUCTION DATA DRAWING SCHEDULE FINISH SCHEDULE EXISTING & ADDITION PLAN VIEW DEMOLISH PLAN NEW FLOOR PLAN ROOF PLAN ELEVATIONS SECTIONS FOUNDATION PLAN FLOOR FRAMING PLAN ROOF FRAMING PLAN SECTION DETAIL SECTION DETAILS WINDOW SCHEDULE DOOR SCHEDULE WALL SCHEDULE ELECTRICAL & MECHANICA L PLANS PLUMBING PLAN PIPING PLAN CC SD HANNES ST IRWIN ST EISNER ST EISNER ST ORDWAY DR BELTON RD KERWIN RD LADSON RD EDGEWOOD AVE MARVIN RD CAVALIER DR LOMBARDY RD THISTLE DR SITE PLAN SCALE: 1"=20' KEY PLAN 10709 ORDWAY DRIVE, SILVER SPRING, MD VICINITY PLAN N.T.S GENERAL NOTE 1. NO BASEMENT IN EXISTING D 2. NO BASEMENT IN THE NEW 1. ALL PLUMBING WORK SHALL BE DONE BY MD. LIC. PLUM COMPANY 2. ALL WORK SHALL HAVE MD PLUMBING PERMIT. 3. ALL WORK SHALL BE INSPEC & APPROVED BY MD. GOVERN PLUMBING INSPECTOR. 4. ALL FIXTURES AND PIPING S COMPLY WITH MD. &N.E.C. C ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE DONE BY MD. LIC. ELECTRICAL COMPANY 2. ALL WORK SHALL HAVE MD. ELECTRICAL PERMIT. 3. ALL WORK SHALL BE INSPECTED & APPROVED BY MD. GOVERNMENT ELECTRICAL INSPECTOR. 4. ALL DEVICES AND WIRING SHALL COMPLY WITH MD. &N.E.C. CODES. ELECTRICAL SWITCH ELECTRICAL OUTLET GROUND FAULT INTERRUPTER RECESSED LIGHT FIXTURE ELECTRICAL POWER SMOKE DETECTOR CARBON MONOXIDE DETECTOR VENT KEY EXTERNAL LIGHT H UNIVERSITY BLDV. W H S 58 00' 00" E 14.88' LOT LOT 4 7,546 LOT 3 110.50' CONC. PAD O/H CONC. STOOP N 47 56' 00" E BOX WINDOW 42.4' 1 1 2 /STORY BRICK & FRAME #10709 22.5' 20.0 Z 33.0'-1-0" O/H CONC D/W CONC STOOP 34.0'-1.0" A=45.01' R=412.58' N 35 48' 58" W 17.05' S 26 04' 40" E 63.65' 26.5' S 55 35' 07" W 102.27' ORDWAY DRIVE GENERAL NOTES NO REVISION / ISSUE DATE OWNER: N PROJECT: ADDITION LOCATION: DRAWING BY: SALA S. DATE: SHEET: CS SCALE: N.T.S

Upload: sala-shamimi

Post on 22-Jan-2017

43 views

Category:

Documents


0 download

TRANSCRIPT

CONSTRUCTION DATACODES IRC-2015NEW

BUILDINGAREA

308 SF

ADDRESS ORDWAY, MD

LOT AREA 7,546 SF

EXISTINGBUILDING

AREA1,034 SF

PROPOSEDADD. AREA 308 SF

TOTALBUILDING

AREA

1342 SF<56% OF THETOTAL LOT AREA

FINISH SCHEDULE

LOCATION ROOM DOORS WINDOWS WALLS FLOOR CEILING REMARKS

1ST FLOOR DININGROOM 6'-0" X 7'-8" 36" X 62" PAINT TBD PAINT NEW

1ST FLOOR KITCHEN -2x

(32" X 42") PAINT TBD PAINT NEW

DRAWING SCHEDULE

COVER SHEET A-1 A-2 A-3 S-1 S-2 D-1 D-2 EM P-1

KEY NOTESSITE PLANKEY PLAN

VICINITY PLANDONSTRUCTION DATADRAWING SCHEDULE

FINISH SCHEDULE

EXISTING &ADDITION

PLAN VIEWDEMOLISH

PLANNEW

FLOORPLAN

ROOF PLANELEVATIONS SECTIONS

FOUNDATIONPLANFLOOR

FRAMINGPLAN

ROOFFRAMING

PLANSECTIONDETAIL

SECTIONDETAILS

WINDOWSCHEDULE

DOORSCHEDULE

WALLSCHEDULE

ELECTRICAL&

MECHANICAL PLANS

PLUMBINGPLANPIPINGPLAN

CC

SD

HANNES ST

IRWIN ST

EISNER ST

EISNE

R ST

ORDWAY DR

BELTON RD

KERWIN RD

LADS

ON R

D

EDGEWOOD AVE

MARVIN RD

CAVALIER DR

LOMBARDY RD

THISTLE DR

SITE PLANSCALE: 1"=20'

KEY PLAN 10709 ORDWAY DRIVE, SILVERSPRING, MD

VICINITY PLANN.T.S

GENERAL NOTE1. NO BASEMENT IN EXISTING DWELLING2. NO BASEMENT IN THE NEW ADDITION.

1. ALL PLUMBING WORK SHALL BE DONE BY MD. LIC. PLUMBING COMPANY2. ALL WORK SHALL HAVE MD.

PLUMBING PERMIT.3. ALL WORK SHALL BE INSPECTED

& APPROVED BY MD. GOVERNMENT PLUMBING INSPECTOR.4. ALL FIXTURES AND PIPING SHALL

COMPLY WITH MD. &N.E.C. CODES.

ELECTRICAL NOTES1. ALL ELECTRICAL WORK SHALL

BE DONE BY MD. LIC. ELECTRICAL COMPANY2. ALL WORK SHALL HAVE MD.

ELECTRICAL PERMIT.3. ALL WORK SHALL BE INSPECTED

& APPROVED BY MD. GOVERNMENT ELECTRICAL INSPECTOR.4. ALL DEVICES AND WIRING SHALL

COMPLY WITH MD. &N.E.C. CODES.

ELECTRICAL SWITCHELECTRICAL OUTLETGROUND FAULT INTERRUPTERRECESSED LIGHT FIXTUREELECTRICAL POWER SMOKEDETECTORCARBON MONOXIDE DETECTORVENT

KEY

EXTERNAL LIGHT

H

UNIVERSITY BLDV. W

H

S 58 00' 00" E

14.88'

LOT

LOT 47,546

LOT 3

110.5

0'

CONC.PAD

O/H

CONC.STOOP

N 4

7 5

6' 0

0" E

BOXWINDOW

42.4'

1 12 /STORYBRICK & FRAME#10709

22.5

'

20.0

Z

33.0

'-1-0

"

O/H

CONCD/W

CONCSTOOP 3

4.0

'-1.0

"

A=45.01' R=412.58' N 35 48' 58" W17.05'

S 26 04' 40" E

63.65'

26.5

'

S 55 3

5' 0

7"

W102.2

7'

ORDWAY DRIVE

GENERAL NOTES

NO REVISION/

ISSUE

DATE

OWNER: N

PROJECT:ADDITION

LOCATION:

DRAWING BY:SALA S.

DATE: SHEET:

CSSCALE:N.T.S

AutoCAD SHX Text
S
AutoCAD SHX Text
GFI

12

4

12

4

12

4

12

4

2'-

6"

8'-

6"

6"

4'-

6"

8'-

6"

8'-

6"

3'-

3"

8'-

6"

14'-

8"

2'-

6"

14'-

8"

4'-

4"

6'

3'-

6"

2'-8"

3'-

8"

3'-

8"

EXISTING DWELLING PROJECTION

NEW ADDITION SECTION1/4"=1'-0"A-3

2

GROUND LEVEL GROUND LEVEL GROUND LEVEL30" MIN30" MIN

NEW ADDITION SECTION1/4"=1'-0"A-3

1

EXISTING DWELLING PROJECTIONNEW SINGLE SHINGLE ROOFSLOPE 4:12 NEW SINGLE SHINGLE ROOF

SLOPE 4:12EXISTING NEW

GROUND LEVEL

NEW ADDITION SECTION1/4"=1'-0"A-3

3

GROUND LEVEL GROUND LEVEL

NEW ADDITION SECTION1/4"=1'-0"A-3

4

NEW EXISTINGEXISTING DWELLING PROJECTION

GENERAL NOTES

NO REVISION/

ISSUE

DATE

OWNER:

PROJECT:ADDITION

LOCATION:

DRAWING BY:SALA S.

DATE: SHEET:

A-3SCALE:1 /4"=1'-0"

3'-

8"

8'-

6"

2'-

6"

14'-

8"

2'-

5"

4'-

6"

4'

3'-

8"

8'-

6"

2'-8"

3'-

6"

4'-

6"

6"

8'-

6"

4

12

2'-8"

3'-

6"

6"

4'-

6"

7'-

8"

6'

3'-

8"

4'-

4"

6"

2'-8"

4'

RIDGE YENT

2'-

6"

FLOOR PLANDEMOLITION PLAN1/4"=1'-0"A-1

EXISTING NEW

NEW 5"X4" GUTTER MATCHING

4A-2

3A-2

NEW 4"X3" DOWN SPOUTNEW 5"X4" GUTTER MATCHINGNEW ADDITION

ROOF PLAN1/4"=1'-0"A-2

2

EXISTING DWELLINGPROJECTION

EXISTING NEW

ALIGN

NEW 32"X42" DOUBLE HUNGWINDOW

GROUND LEVEL

NEW SINGLESHINGLE ROOFSLOPE 4:12

NEW 5"X4" GUTTER MATCHINGCEILING 8'-6"

NEW 4"X3" DOWN SPOUT

3A-2

CONCRETECOATING ON CMUBLOCKS

16X24 ACCESSDOOR CRAWLSPACE

NEW ADDITION ELEVATION1/4"=1'-0"A-2

3

NEW SINGLE SHINGLE ROOFSLOPE 4:12

NEW VENTING LOUVER

NEW 5"X4" GUTTER MATCHINGCEILING 8'-6"

NEW 4"X3" DOWN SPOUT

1ST FLOOR 0'-0"

GROUND LEVEL

NEW 32"X42" DOUBLE HUNGWINDOW

NEW 5"X4`" GUTTERMATCHING

NEW 4"X3" DOWN SPOUT

NEW SIDING VENEER

8X24 NEW OPENINGVENTING

8X24 NEW OPENINGVENTING

NEW ADDITION ELEVATION1/4"=1'-0"A-2

2

NEW 5"X4" GUTTER MATCHINGCEILING 8'-6"

NEW 4"X3" DOWN SPOUT

1ST FLOOR 0'-0"

GROUND LEVEL

CONCRETE COATING ONCMU BLOCKS

NEW ADDITION ELEVATION1/4"=1'-0"A-2

4

NEW SINGLESHINGLE ROOFSLOPE 4:12

EXISTING NEW

EXISTING DWELLINGPROJECTION

ALIGN

NEW 32"X42" DOUBLE HUNGWINDOW

NEW SIDING VENEER

ALIGN

ALIGN

NEW 4"X3" DOWN SPOUT

CONCRETE COATING ONCMU BLOCKS

EXISTING EXISTING ROOF

EXISTING ROOF

3'-

5"

EXISTING ROOF

EXISTING BUILDING

GENERAL NOTES

NO REVISION/

ISSUE

DATE

OWNER:

PROJECT:ADDITION

LOCATION:

DRAWING BY:SALA S.

DATE: SHEET:

A-2SCALE:1 /4"=1'-0"

14'

22'

1'-

4"

5'-

6"

1'-4"8"

2'-

6"

2'-6"

1'-4"

5'-

6"

5'-

6"

5'-

6"

8"

14'

2'-6"

2'-

6"

10'

1'

1'

8"

22'

2'

2'

2'

4'

1'-4"

1'-

4"

1'-

4"

4'-

4"

4'-

4"

1'-

4"

EXISTING NEWTO REMAIN

TO BUILD UP

TO BUILD UP5D-1

16X10 CONTINUOUSCONCRETE FOOTING

30X30X10 CONCRETE FOOTING

CMU CONCRETE BLOCK COLUMN

16X8 CMU CONCRETE BRICKFOUNDATION WALL2

D-1

ONE END OF LVL WILL REST ONTHIS SIDE

6D-1

16X24 NEW ACCESS DOORCRAWL SPACE

NEW ADDITION FOUNDATION PLAN1/4"=1'-0"S-1

1

NEW ADDITION FLOOR FRAMING PLAN1/4"=1'-0"S-1

2

EXISTING NEWTO REMAIN TO BUILD UP

2X10 WOOD BAND BOARD

2X4 WOOD BRAZE @6'-6"

3(2X14) LVL BEAM

2X4 WOOD BRAZE @6'-6"

2X8 WOOD JOISTS @ 16 OC

4D-1

3D-1

2'-

6"

11" 3"

1'-

4"

11" 3"

8"

8"

GENERAL NOTES

NO REVISION/

ISSUE

DATE

OWNER:

PROJECT:ADDITION

LOCATION:

DRAWING BY:SALA S.

DATE: SHEET:

S-1SCALE:1 /4"=1'-0"

AutoCAD SHX Text
11'-0"
AutoCAD SHX Text
SPRUCE-PINE-FIR #3
AutoCAD SHX Text
12" O.C.
AutoCAD SHX Text
11'-2"
AutoCAD SHX Text
2"x8"
AutoCAD SHX Text
FLOOR JOIST:10PSF DEAD LOAD
AutoCAD SHX Text
FLOOR JOISTS - 40PSF LIVE LOAD
AutoCAD SHX Text
FLOOR JOISTS AND HEADERS BASED UPON U.S. SPAN BOOKS.
AutoCAD SHX Text
FLOOR JOISTS - 40PSF LIVE LOAD
AutoCAD SHX Text
12" O.C.
AutoCAD SHX Text
2"x8"
AutoCAD SHX Text
16" O.C.
AutoCAD SHX Text
12'-7"
AutoCAD SHX Text
16"O.C.
AutoCAD SHX Text
ALLOWABLE SPANS ARE AS FOLLOWS:
AutoCAD SHX Text
SPRUCE-PINE-FIR-SEL-STR
AutoCAD SHX Text
DAGLAS FIRE-LARCH
AutoCAD SHX Text
2"x6"
AutoCAD SHX Text
2"x6"
AutoCAD SHX Text
SOUTHERN PINE SEL-STR
AutoCAD SHX Text
11'-4"
AutoCAD SHX Text
OPTION 1:
AutoCAD SHX Text
OPTION 2:
AutoCAD SHX Text
NOTE :EQUAL JOIST COULD BE OBTAIN FROM ANY OTHER MANUFACTURER

1212

4

3'

3'

14'

22'

BWL1

BWLA

DISH WASHER

FRIDGE

PANTERY

PROPOSED KITCHEN AND DINING

BWL1

BWLB

BRACED WALL LINES WSPFLOOR PLAN1/4"=1'-0"S3

1

EXISTING DWELLING PROJECTION

EXISTING NEW

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

Bd NAIL AT 6" O.C

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

ELEVATION-WSPNEW BRACED WALL1/4"=1'-0"S3

3

Bd NAIL AT 6" O.C

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

Bd NAIL AT 6" O.C

ELEVATION-WSPNEW BRACED WALL1/4"=1'-0"S3

2

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

Bd NAIL AT 6" O.C

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

ELEVATION-WSPNEW BRACED WALL1/4"=1'-0"S3

4

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

Bd NAIL AT 6" O.C

EXISTING DWELLING PROJECTION

EXISTING NEW

Bd NAIL AT 12" O.C ON ALL FRAMINGMEMBERS NOT AT PANEL EDGES

EXISTING

GENERAL NOTES

NO REVISION/

ISSUE

DATE

PROJECT:ADDITION

LOCATION:

DRAWING BY:SALA S.

DATE: SHEET:

S-3SCALE:1 /4"=1'-0"

3(2x6) WOOD HEADER

NEW ADDITIONROOF FRAMING PLAN1/4" = 1' - 0"

1S-2

EXISTING NEW

3(2X8) WOOD HEADER

2X8 WOOD BANDBOARD

2X4 WOOD BRAZE

ENGINEERED WOOD TRUSSES @ 24" OC

2X4 WOOD BRAZE

2X8 WOOD BANDBOARD

3(2x6) WOOD HEADER

3(2x6) WOOD HEADER

CABLE

22'

NEW SINGLE SHINGLEMATCHW/EXISTINGOVER3/4" PLYWOOD.SLOPE 12:4

ENGINEERING WOODTRUSS * 24" O.C.

INSULATION R-49

TYP. WOOD BLOCKING

5X4 GUTTER2(2X6) TOP PLATE3(2X4)HEADER

TYP. 36X60SLIDING WINDOW

2X6 WINDOW SILL PLATE

INSULATION R-20

NEW SLIDING ON 1/2" PLYWOODMATCHING WITH EXISTENT

2X6 WOOD SILL PLATE

8X8X16 CMU BLOCK

GRADE LEVEL

GRAVEL

4" DRAIN SYSTEM

10" X 16" CONCRETE FOOTINGW/#10 STEEL RBARMIN 24" DEEP.

7" (J) ANCHOR @48

DETAIL SECTION

1/2" = 1'-0"

2S-2

6ML POLYETHYLENE SHEETING

INSULATION R-30

2X10 FLOOR JOISTS *16" O.C.

WOOD VENEER FLOORON 3/4" SUB-FLOO

1/2" DRYWALL ON 2X6 WOODSTUD * 16" O.C.

1/2" GYPSUM BOARD CEILING ON ENGINEERING TRUSS * 24"

4'-

4"

6"

8'-

6"

2'-

7"

GENERAL NOTES

NO REVISION/

ISSUE

DATE

PROJECT:ADDITION

LOCATION:

DRAWING BY:SALA S.

DATE: SHEET:

S-2SCALE:VARIOUS

AutoCAD SHX Text
TOP CHORD 2"X4"
AutoCAD SHX Text
ENGINEERING WOOD TRUSS:
AutoCAD SHX Text
ENGINEERING WOOD TRUSS BASED UPON U.S. SPAN BOOKS.
AutoCAD SHX Text
BOTTOM CHORD 2"x4"
AutoCAD SHX Text
SPAN: 22'-4" @24"O.C.
AutoCAD SHX Text
ALLOWABLE SPAN IS AS FOLLOW:
AutoCAD SHX Text
DAGLAS FIRE-LARCH SEL-STR
AutoCAD SHX Text
NOTE :EQUAL TO ENGINEERING WOOD TRUSS COULD BE OBTAIN FROM ANY OTHER MANUFACTURER

2'-6"

1'-4"

1'-4"2'-6"

DETAILISOLATED FOOTING1"=1'-0"

1D-1

30X30X10ISOLATE CONCRETE FOOTINGW/#10 REBAR

CMU CONCRETEBLOCK COLUMN

2'

DETAILISOLATED FOOTING1/2"=1'-0"

2D-1

2X8 TREATEDWOOD PLATE

2X12 WOOD LEDGERBOLTED TO THE EXISTINGSTRUCTURE

2X12 DOUBLE HANGER

2X10 WOODBLOCKING

34" FLOOR PLYWOODINSULATION R-30

2X10 WOOD JOIST @ 16' OC6mm POLYETHYLENEATTACHED TO JOISTS3(2X14) LVL BEAM

SOIL

30 X 30 X 10ISOLATE CONCRETEFOOTING W/#10 REBAR

CMU CONRETEBLOCK COLUMN

DETAILSECTION1/2"=1'-0"

3D-1

12" DRYWALL ON 2X6 WOODSTUD@16" O.C.

4" WOOD BASE BOARDWOOD VENEER FLOOR 34'SUB- FLOOR ON 2X10FLOOR JOISTS@ 16 O.C.

2X10 FLOORJOISTS@16' O.C.

INSULATION R=30

6ML POLYETHYLENESHEETING

30" M

IN

7"(j) ANCHOR@ 48" 4" DRAIN SYSTEM

16'X10' CONCRETE FOOTINGW/#10 STEEL REBARMIN 2'-4" DEEP

GRAVELGRAVEL LEVEL8X8X16 CMU BLOCKINSULATION

2X8 PREASURETREATED WOOD SILL2X10 WOOD BAND BOARD

INSULATION R-20NEW SIDING MATCHING WITHEXISTENT ON 12" PLYWOOD2X6 WOOD SILL PLATE

DETAILJOISTB OVERLAP5/8"=1'-0"

4D-1

2X10 WOOD JOISTS @ 16" O.C.2X10 WOOD BLOCKING

3(2X14) LVL BEAM2X10 WOOD JOISTS @16" O.C.

MIN

6' O

VERL

AP

16"

MIN

6' O

VERL

AP

MIN

6' O

VERL

AP

16"

DETAILSECTION1/2"=1'-0"

5D-1

12" DRYWALL ON 2X6 WOODSTUD@16" O.C.

4" WOOD BASE BOARDWOOD VENEER FLOOR 34' SUB- FLOORON 2X10 FLOOR JOISTS@ 16 O.C.

2X10 FLOORJOISTS@16' O.C.

INSULATION R=30

6ML POLYETHYLENESHEETING

30" M

IN

7"(j) ANCHOR@ 48" 4" DRAIN SYSTEM

16'X10' CONCRETE FOOTINGW/#10 STEEL REBARMIN 24" DEEP

GRAVELGRAVEL LEVEL8X8X16 CMU BLOCKINSULATION

2X8 PREASURETREATED WOOD SILL2X10 WOOD BAND BOARD

INSULATION R-20NEW SIDING MATCHING WITHEXISTENT ON 12" PLYWOOD2X6 WOOD SILL PLATE

8"

TYP-DETAILFOUNDATION VENT5/8"=1'-0"

6D-1

INSULATIONR-30

NEW SIDING VENEERMATCHING W/EXISTENT

8X24NEW VENTINGOPENING

6' (J) ANCHOR @ 48"6MLPOLYETHYLENESHEETING

GENERAL NOTES

NO REVISION/

ISSUE

DATE

PROJECT:ADDITION

LOCATION:

DRAWING BY:SALA S.

DATE: SHEET:

D-1SCALE:VARIES

FRIDGE

HW

CW

PANTRY

SDCC

2'-5"3'-2"

4'-

1"

2'-

8"

2'-

11"

1'-3"

14'-8"

FRIDGE

HW

CW

PANTRY

CC

SD

NEW ADDITIONELECTRICAL PLAN1/2"=1'-0"

1EM

EXISTING NEW EXISTING NEW

NEW ADDITIONMECHANICAL PLAN1/2"=1'-0"

1EM

144 CFMCR

144 CFMCR

EXISTING VENT & DUCT

144 CFMCR

GENERAL NOTES

NO REVISION/

ISSUE

DATE

PROJECT:ADDITION

LOCATION:1

DRAWING BY:SALA S.

DATE: SHEET:

EMSCALE:1 /2"=1'-0"

AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
GFI
AutoCAD SHX Text
DUPLEX RECEPTACLE OUTLET 15A, 125V
AutoCAD SHX Text
%%U LEGEND:
AutoCAD SHX Text
SMOKE DETECTOR
AutoCAD SHX Text
CARBON M. DETECTOR
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GROUND-FAULT INTERRUPTER
AutoCAD SHX Text
RECESSED CEILING LIGHT FIXTURE
AutoCAD SHX Text
S
AutoCAD SHX Text
Electrical Switch
AutoCAD SHX Text
S
AutoCAD SHX Text
GFI

6'

7'-

8"

2'-8"

3'-

6"

2'-8"

4'-

4"

WINDOW TYPE 1DOUBLE HUNGW1

WINDOW MEASUREMENTACCORDING WITH R311.1R3 1.2

WINDOW TYPE 2DOUBLE HUNGW2

12" PLYWOOD2X6 WOOD STUD @ 16 OCINSULATION R-20

12" DRYWALL

2X6 WOOD SILLNEW SIDING VENEERMATCHING W/EXISTENT

PARTITION EXTERIOR WALL1 DOOR TYPE 1D1

GENERAL NOTES

NO REVISION/

ISSUE

DATE

PROJECT:ADDITION

LOCATION:1

DRAWING BY:SALA S.

DATE: SHEET:

D-2SCALE:N.T.S

HW

CWHW

CW

EXISTING NEW

EXISTING VENTING PIPETHROUGH THE ROOF

PVC3"

PVC1

-1/2

"

PVC1

-1/2

"

GAS LINE 18" UNDERGROUND

FRIDGE

PANTRY

NEW ADDITIONPLUMBING PLAN1/2"=1'-0"

1P-1

EXISTING NEW

HOT WATER

COLD WATER

FRIDGE

PANTRY

NEW ADDITIONPIPING PLAN12"=1'-0"

2P-1

PROPOSEDEXISTING PROPOSEDEXISTING

GENERAL NOTES

NO REVISION/

ISSUE

DATE

PROJECT:ADDITION

LOCATION:

DRAWING BY:SALA S.

DATE: SHEET:

P-1SCALE:1 /2"=1'-0"