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

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

54

7

6

1

1 2 3

2 3

© Komita Design LLC

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.