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2 STORY AND ATTIC RESIDENTIAL HOUSE. TIMBER FRAME AND CONCRETE FOUNDATION BASEMENT.
8 STORY RESIDENTIAL BUILDING, 48,000 SQ. FT. , USED CAST IN PLACE SUPERSTRUCTURE FOR THE MOST ECONOMICAL DESIGN AND FOR TO MAXIMIZE FLOOR TO CEILING HEIGHTS.
3 STORY COMMERCIAL BUILDING, 30,000 SQ. FT. , USED STEEL FRAMES AND BAR JOISTS FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS CONSISTED OF NON-LOAD BEARING METAL STUDS.
5 STORY COMMERCIAL BUILDING, 105,000 SQ. FT. , USED STEEL FRAMES, X-BRACING AND BAR JOISTS FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS CONSISTED OF NON-LOAD BEARING METAL STUDS.
8 STORY RESIDENTIAL BUILDING, 38,000 SQ. FT. , USED CAST IN PLACE SUPERSTRUCTURE FOR THE MOST ECONOMICAL DESIGN.
6 STORY RESIDENTIAL BUILDING, 55,000 SQ. FT. , USED STEEL FRAMES, X-BRACING AND CMU WALLS FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS CONSISTED OF NON-LOAD BEARING METAL STUDS.
5 STORY RESIDENTIAL BUILDING, 38,000 SQ. FT. , USED STEEL FRAMES AND FEW CMU WALLS FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS CONSISTED OF NON-LOAD BEARING METAL STUDS.
6 STORY RESIDENTIAL BUILDING, 32,000 SQ. FT. , USED STEEL FRAMES AND EXISTING SIDE BRICK WALLS FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS CONSISTED OF NON-LOAD BEARING METAL STUDS.
5 STORY RESIDENTIAL BUILDING, 20,000 SQ. FT. , USED CAST IN PLACE SUPERSTRUCTURE FOR THE MOST ECONOMICAL DESIGN.
6 STORY RESIDENTIAL BUILDING, 28,000 SQ. FT. , USED STEEL FRAMES, X-BRACING FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS CONSISTED OF NON-LOAD BEARING METAL STUDS.
2 STORY VERTICAL ADDITION TO EXISTING 3 STORY TOWNHOUSE INCLUDING REAR ADDITION, 12,000 SQ. FT. , USED STEEL MOMENT FRAMES AND X-BRACING FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS FOR THE ADDITION CONSISTED OF NON-LOAD BEARING METAL STUDS.
4 STORY VERTICAL ADDITION TO EXISTING 2 STORY BUILDING INCLUDING REAR ADDITION, 16,000 SQ. FT. , USED STEEL MOMENT FRAMES AND X-BRACING FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS FOR THE ADDITION CONSISTED OF NON-LOAD BEARING METAL STUDS.
4 STORY RESIDENTIAL BUILDING, 12,000 SQ. FT. , USED CMU WALLS , C-JOISTS AND METAL DECK WITH CONCRETE .
3 STORY NEW PLACE OF ASSEMBLY, 18,000 SQ. FT. , USED STEEL MOMENT FRAMES AND X-BRACING FOR THE MOST ECONOMICAL DESIGN. EXTERIOR WALLS CONSISTED OF NON-LOAD BEARING METAL STUDS.
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