1. 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
CL
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 BEAM
SEE 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 CONCEALED
CLEAT NO EXPOSED
FASTENERS
3
1
2
"
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
ALIGN
EXG WOOD FLOOR
2X6 FRAMING
EXG 2X10 (2)
2X4 NAILER BEYOND
BLOCKING AS REQ’D
1/2” GWB TYP
FLUSH BOLT SUPPORT
THROUGH FRAMING
5
4
7
6
1
1 2 3
2 3
© Komita Design LLC
Private Residence Renovation
Role: 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, LLC
Philadelphia, 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.