DRAWING EXAMPLE OF HOUSE, Schemes and Mind Maps of Engineering Drawing and Graphics

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HEIGHT CEILING6'-4"

EXISTING

2'-0"x6'-8"

SUMP PUMP EXISTING

2'-4"x6'-8" EXISTING

ELECTRIC

METERS

UP

STAIRSEXISTING

EXISTING

3'-0"x6'-8"

EXISTING

26"x20" TO BE REPLACED

EXISTING

26"x20" TO BE REPLACED

REPLACEDTO BE26"x20" EXISTING

EXISTING

26"x20" TO BE REPLACED

EXISTING 2x10's @ 16"O.C. FLOOR JOISTS ABOVE

NEW 2'-6"x6'-8"

BATHROOM PROPOSED

HWH NEW

1ST FLOOR

1ST FLOORHVAC UNITEFFIENCYNEW HIGH

HWHNEW

2ND FLOOR

LAUNDRY^ PROPOSED

PROPOSED

WET BAR

VENTS^ DIRECT

7'-0" MIN.

GRADEABOVE

EXH.

VENT

DRYER WASHER

HEIGHTCEILING 7'-4"

NEW STAIRS

(11)RISERS @8"

(10)TREADS @10"

UP

C

C

B

D

D

B

SINK

EXISTING

BASEMENT

CM

CM

NEW A/C CONDENSERS

WP

DISCONNECT NEW

1'-0" x 3'-0" DEEP

POURED

CONCRETE

FOOTING (TYP.)

4x4 P.T. POST

A

7"x9 NEW BEAM

21 " PL.

VENT.

METERS (2) GAS

EXISTING

26"x20" TO BE REPLACED

EXISTING

26"x20" TO BE REPLACED

FROM ABOVE POINT LOAD

FROM ABOVE POINT LOAD

FROM ABOVE POINT LOADFROM ABOVE POINT LOAD

MIN.

FROM ABOVE POINT LOAD

FROM ABOVE POINT LOAD

4" LALLY COLUMN

DIRECT BELOW

POST ABOVE

C

4" LALLY COLUMN

FIN1-5/8"CEM CTD NAILS- JOINTSPANELS NAILED 7" O.C. WITHGYPSUM PANELS- 2x4 16" O.C.- 1/2" SHEETROCK BRAND

DETAIL & PHYSICAL DATA

DESCRIPTION & TEST NO.

BEDROOM EXISTING

REPLACEDTO BE32"x54" EXISTING

EXISTING

32"x54" TO BE REPLACED CASEMENT EGRESS

EXISTING

32"x54" TO BE REPLACED

EXISTING

3'-0"x6'-8"

EXISTING

3'-0"x6'-8"

EXISTING

30"x48" TO BE REPLACED

REPLACEDTO BE24"x36" EXISTING

REPLACEDTO BE30"x48" EXISTING

MIN. 4" STEP

4" STEP

MIN.

EXISTING

STAIRS

STAIRSEXISTING

DN

EXISTING 2x10's @ 16"O.C. FLOOR JOISTS ABOVE

HEIGHTCEILING 8'-0"

PROPOSED

CL.

NEW 2'-0"x6'-8"

PROPOSED

CL.

NEW 2'-8"x6'-8"

NEW 2'-8"x6'-8" NEW 2'-6"x6'-8"

PROPOSED

CL.

NEW 2'-0"x6'-8"

NEW 2'-0"x6'-8"

REF.

STOVE

NEW 2'-8"x6'-8"

PROPOSED

LIVING ROOM

PROPOSED

DINING ROOM

BATHROOMPROPOSED

PROPOSED

KITCHEN

BEDROOMPROPOSED

BEDROOMPROPOSED

S

CM

20A

GFI

NEW STAIRS

(11)RISERS @8"

(10)TREADS @10"

DN

A

A.

A

HEIGHTCEILING 8'-0"

SINK

POST 4x4 P.T.

SECTION 1013 GUARDS

PROTECTIVE BARRIER NOT LESS THAN1013.2 HEIGHT: GUARDS SHALL FORM A

42 INCHES

1013.3 OPENING LIMITATIONS: OPEN GUARDS

SHALL HAVE BALUSTERS OR ORNAMENTAL

PATTERNS SUCH THAT

A 4 INCH DIAMETER SPHERE CANNOT PASS

THROUGH ANY OPENINGS UP TO A HEIGHT OF

34 INCHES.

4x4 P.T. POST

SECTION 1012 HANDRAILS

1012.2 HEIGHTS: HANDRAIL HEIGHT, MEASURED

ABOVE STAIR TREAD NOSING, 34 INCHES AND

NOT MORE THAN 38 INCHES.

1012.3 HANDRAIL GRASPABILITY: HANDRAILS

WITH A CIRCULAR CROSS-SECTION SHALL HAVE

AN OUTSIDE DIAMETER OF AT LEAST 1.

INCHES AND NOT GREATER THAN 2 INCHES OR

SHALL EXTEND HORIZONTALLY AT LEAST 12SHALL RETURN TO A WALL, THE HANDRAILS1012.5 HANDRAIL EXTENSIONS: HANDRAILSSHALL PROVIDE EQUIVALENT GRASPABILITY.

INCHES BEYOND THE TOP RISER AND

CONTINUE TO SLOPE FOR THE DEPTH OF ONE

TREAD BEYOND THE BOTTOM RISER.

1012.6 CLEARANCE: CLEAR SPACE BETWEEN A

HANDRAIL AND A WALL OF OTHER SURFACE

SHALL BE A MINIMUM OF 1.5 INCHES.

ONE HOUR FIRE RATED

CEILING ASSEMBLY

SEE DETAIL 3/A-

C

USE

8 5 " TYPE "X"

UNDER STAIRSSHEET ROCK

EXISTING

30"x48" TO BE REPLACED CASEMENT EGRESS

REPLACEDTO BE32"x54"EXISTING

(2) 2x12's

POST (2)2x4 POST (2)2x

POST (2)2x4 POST (2)2x

EXISTING 2x10's @ 16"O.C. FLOOR JOISTS ABOVE

(2) 2x12's (2) 2x12's

FROM ABOVEPOINT LOADDIRECT UNDER (4) 2X4 POST

FROM ABOVEPOINT LOADDIRECT UNDER (2) 2X4 POST

FROM ABOVEPOINT LOADDIRECT UNDER (2) 2X4 POST

(4) 2X4 POST

DIRECT UNDER

POINT LOAD

FROM ABOVE

UL Des U305; STC 50R-13 FIBERGLASS BATT INSULATION7"O.C. WITH 1-7/8"FASTENERS-2x4 16"O.C. - PANELS FASTENEDBOTH SIDES, FIRECODE CORE-PAPER-FACED GYPSUM PANELS 5/8" TYPE X SHEETROCK BRAND

CMU WALL

GYPSUM PANELS5/8" SHEETROCK BRAND(2)2X4 TOP PLATEFIN. CEILING

FINISH FLOOR2"X4" SOLE PLATE1" AIR SPACEWOOD STUDS2X4'S @ 16" O.C.R-15 BATT INSULATION.

FIN1-5/8"CEM CTD NAILS- JOINTSPANELS NAILED 7" O.C. WITHEXISTING 2x4 16" O.C.-GYPSUM PANELS- NEW 1/2" SHEETROCK BRAND

DETAIL & PHYSICAL DATA

DESCRIPTION & TEST NO.

FIN1-5/8"CEM CTD NAILS- JOINTSPANELS NAILED 7" O.C. WITHRESISTANT- 2x4 16" O.C.-GYPSUM PANELS WATER 1/2" SHEETROCK BRAND

DETAIL & PHYSICAL DATA

FIN1-5/8"CEM CTD NAILS- JOINTSPANELS NAILED 7" O.C. WITHEXISTING 2x4 16" O.C.-RESISTANT-GYPSUM PANELS WATER NEW 1/2" SHEETROCK BRAND DESCRIPTION & TEST NO.

DETAIL & PHYSICAL DATA

DESCRIPTION & TEST NO.

FLOOR JOISTS

7 INSULATION^ R-30 FIBERGLASS BATT

8 " HAT CHANNEL @ 24" O.C.

8 " PLYWOOD ON

(1)LAYERS OF UNDERLAYMENT

" FIRE

CODE GYPSUM BD.

MIN.

WALL (TYP.)UNDERNEATH BEARINGDIRECTLYHAUNCH SLAB2)#4 RE-BAR BOTTOM PLATEPRESSURE TREATEDBEARING WALLDRY WALL^ 1 HR. F.R.

F

PROJECT TITLE:

DRAWING NO.:

PROJECT NO.:

SHEET NO.:

K J

OF

SHEET TITLE:

I

H G

SCALE: NO.: DATE: BY: NOTES:

CHK.:

DRAWN BY:

DATE:

Plot Date: 7/25/2024 Dwg filename:I:\Zen Architectural Files\010- Interior Renovation\313-315 6th Street\Plans.dwg

p: 908.965.

215 Jefferson Avenue

www.Zen-Architecture.com

Zen Architecture

& Engineering

Elizabeth, N.J. 07201

Architectural Licenses DE S5-0007573 ; MD 14572 ; NJ 16426 NY 031359-1 ; PA 403293

Engineering License NJ GE-

f: 908.965.

chris@zen-architecture.com

A-

AS NOTED

G.R.H.

C.Z.

Proposed Interior Renovation to Exisitng Two Family Dwelling

313 - 315 East Sixth Street

City of plainfield, NJ

FLOOR PLANS & DETAILS

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

A-

BASEMENT PLAN

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

A-

FIRST FLOOR PLAN

SCALE:

06100 - 002

N.T.S.

A.

WOOD STUD PARTITION

SCALE:

06100 - 002

N.T.S.

B.

WOOD STUD PARTITION

SCALE:

06100 - 002

N.T.S.

A

WOOD STUD PARTITION

SCALE:

06100 - 007

N.T.S.

B

WOOD STUD PARTITION

SCALE:

06100 - 002

N.T.S.

C

WOOD STUD PARTITION (1 HOUR RATING)

SCALE:

06100 - 002

1/4"=1'-0"

D

WALL SECTION

SCALE: N.T.S ; DESIGN CONFORMS TO UL # L 530; STC 50

A-

1 HR. FLOOR/CEILING DETAIL

06120 - 001

SCALE: NTS

A-

HAUNCH SLAB DETAIL

01110 - 001