PineStreetSocietyHill
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This document contains construction details for a residential renovation project located in Philadelphia, Pennsylvania. Details include framing sections for walls, floors, stairs, windows, and structural elements like beams and columns. Materials specified include metal stud framing, rigid foam insulation, gypsum wallboard, wood trim, and Marvin windows. Reinforced concrete elements like footings and grade beams are also detailed to support new and existing structural components.
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PineStreetSocietyHill
- 1. 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 1 1 2 3 2 3 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.
- 2. 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 5 4 7 6 © Komita Design LLC
- 3. CL PRECAST STONE STEPS MARVIN COMMERICAL CLAD ULTIMATE INSWING FRENCH DOOR 2X4 2X6 1/4” x 12” x 10” ANCHOR PLATE BEYOND SEE STR DTL SUBFLOOR FINISHED FLOOR STEEL REBAR SEE STR DTL CONC FOOTING FOR STAIRS EXG STONE WALL CONC GRADE BEAM SEE STR DTL WATERPROOF MEMBRANE AT 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 TRIM CONCEALED CLEAT NO EXPOSED FASTENERS W8X48 COLUMN SEE STR DTL NEOPRENE THERMAL BREAK 1”X12”X10” STL BASE PLATE SEE STR DTL EXG BRICK 2X4 CAULK BEAD CLAD ULT. INSWING FRENCH DOOR HSS 6X6X1/4” ABOVE PRECAST STONE STEPS 3 1 2 " 1 1 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 BEAM SEE 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-FINISHED WOOD HANDRAIL SILICONE GASKET 1/4”X6-1/2” CONTINUOUS STL PLATE SEE STR DTL WOOD FLOORING SUBFLOOR EXG 3X8 BEAM 1/2” GWB CEILING TYP 3/4” NAILER 2X6 NAILER 2X4 NAILER JULIUS BLUM 1142 ALUMINUM SHOE CUFF. PROVIDE GALVANIC SEPARATION BTWN STL AND ALUMINUM. SEE STR DTL. W6X20 COLUMN BEYOND SEE STR DTL W6X20 BEAM SEE STR DTL +/- 8” 3’-6” 1/2"TYP 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.