CL

C L

1-5/8” MTL STUD 2’-0” O.C.

2X6 STUD

L-BEADS AT CORNERS

W6X20 BEAM ABOVE SEE STR DTL

GWB CLADDING AT W6X20 BEAMSEE DTL 4/A6

RIGID INSULATION

W6X20 COLUMN SEE STR DTL

GAP 1/4”W X 1/2”D TYP

MARVIN CLAD WINDOW

2X8 P.T. FRAMING

HSS 4X6X1/8”SEE STR DTL

CAULK BEAD

2X4 STUD

3/4” WD TRIM

5/8” GWB

EXT TRIM CONCEALEDCLEAT NO EXPOSED

FASTENERS

3 12

"

REVIEW DIMENSIONS OF GLASS & BUTT JOINT LOCATIONS WITH ARCHITECT

RISER: 8”TREAD: 9-3/4”

WOOD NEWEL

WOOD RAIL. PROVIDE INTERMEDIATE SUPPORT. REVIEW WITH ARCHITECT.

+/- 5

’-0”

+/- 2

’-0”

1-1/

4"

SILICONE SEAL

LAMINATED GLASS

ALIGNEXG WOOD FLOOR

2X6 FRAMING

EXG 2X10 (2)

2X4 NAILER BEYOND

BLOCKING AS REQ’D

1/2” GWB TYP

FLUSH BOLT SUPPORTTHROUGH FRAMING

1

1 2 3

2 3

Private Residence RenovationRole: Design Support, 3D Modelling, CAD Details, and Award Submission

6th & Pine Street, Society Hill Historic District, Philadelphia, PA

First Place Regional Winner & National Contender (results 9/2015)

Komita Design, LLCPhiladelphia, PA 2012

© Komita Design LLC

© Komita Design LLC

DETAILS NOT TO SCALE AND NOT FOR CONSTRUCTION.Please note: All project details are the intellectual property of Komita Design LLC.

W8X28 BEAM@ T.O. REAR FRAME

W8X48 STEEL SEC’NS@ REAR COLUMNS

HSS 6X4X1/8” BEAMS (2)BTWN REAR & BALCONY

HSS 6X6X1/4” BEAM@ REAR FRAME CENTER

2X6 P.T. STUDS (3 WIDE)@ STRIKE JAMB & HEADER

W6X20 SEC’NS (4)@ BALCONY

12”X18” REINFORCED CONCRETE GRADE BEAM

ON EXISTING STONE WALL

54

7

6

© Komita Design LLC

CL

PRECAST STONE STEPS

MARVIN COMMERICAL CLADULTIMATE INSWING FRENCH DOOR

2X4

2X6

1/4” x 12” x 10” ANCHORPLATE BEYOND SEE STR DTL

SUBFLOOR

FINISHED FLOOR

STEEL REBAR SEE STR DTL

CONC FOOTING FOR STAIRS

EXG STONE WALL

CONC GRADE BEAMSEE STR DTL

WATERPROOF MEMBRANEAT NEW FOUNDATION

GRAVEL VFY SITTING AT 90% COMPACTION

SET ON 3/4” CEMENT BED

W8 x 48 STL COLUMN BEYOND

+/-1'-4"

+/- 3

'

3"

2'-2"

10"

11"

2"2"

3"

1'-6

"

3"

CL

BATT INSULATION

1-5/8” METAL STUD 2’-0” O.C.

5/8 “ GWB

RIGID FOAMBOARD INSULATION

2X6

GWB CLADDING FOR HSS ABOVE

GAP 1/4”W X 1/2”D TYP

HSS 4X6X1/8 ABOVE SEE STR DTL

3/4” WD TRIM

TYP WIDTH AT LG. OPENING / DIRECT GLAZE WINDOWS

TYVEK

BLOCKING AS REQ’D

3/4” PLYWOOD

2X6 P.T. WOOD

BRICK TIES

EXT TRIMCONCEALED CLEAT

NO EXPOSEDFASTENERS

W8X48 COLUMNSEE STR DTL

NEOPRENETHERMAL BREAK

1”X12”X10” STL BASEPLATE SEE STR DTL

EXG BRICK

2X4

CAULK BEAD

CLAD ULT. INSWINGFRENCH DOOR

HSS 6X6X1/4” ABOVE

PRECAST STONESTEPS

31 2

"

11 2

"

CL

WINDOW TRIM

OPERABLE MARVIN WINDOW

TRANSOM MARVIN WINDOW

WINDOW TRIM

INT 1”X8” PVC TRIM

3/4” WD FRAMING

SHIM AS REQ’D

HSS 6X6X1/4” SEE STR DTL

2X6 P.T. STUDS

2X6 P.T. WD FRAMING

CONC GRADE BEAMSEE STR DTL

W8 x 48 STL COLUMN BEYOND

1/2” GWB (2)

OPERABLE MARVIN WINDOW

STATIONARY MARVIN WINDOW

+/- 8

-1/2

” FULLY TEMPERED BUTT GLAZE

LAMINATED OIL-FINISHEDWOOD HANDRAIL

SILICONE GASKET

1/4”X6-1/2” CONTINUOUSSTL PLATE SEE STR DTL

WOOD FLOORING

SUBFLOOR

EXG 3X8 BEAM

1/2” GWB CEILING TYP

3/4” NAILER

2X6 NAILER

2X4 NAILER

JULIUS BLUM 1142ALUMINUM SHOE CUFF. PROVIDEGALVANIC SEPARATION BTWN STL

AND ALUMINUM. SEE STR DTL.

W6X20 COLUMN BEYONDSEE STR DTL

W6X20 BEAM SEE STR DTL

+/- 8”

3’-6

”

1/2"

TY

P

4 6

7

5

DETAILS NOT TO SCALE AND NOT FOR CONSTRUCTION.Please note: All project details are the intellectual property of Komita Design LLC.