24A-103 415 PROSPECT STREET STRUCTURAL DRAWING-S6-DETAILS (2)JACOB SMITH ENGINEERING AND DESIGN
5NIELDS / DUFFY RESIDENCE
415 PROSPECT STREET
NORTHAMPTON MA 01060TYPICAL FOUNDATION WALLCORNER REINFORCING3S6DETAIL: SLAB-ON-GRADECONTROL JOINT (C.J.)1. See General Notes on sheet S5.2. Coordinate all dimensions, elevations andopenings with Architectural drawings.4S6TYPICAL FOUNDATION WALL STEP1. See General Notes on sheet S5.2. Coordinate all dimensions, elevations and openings with Architectural drawings.6S6SCALE: 12" = 1'-0"SCALE: 12" = 1'-0"TYPICAL WINDOW ORDOOR REINFORCING1. See General Notes on sheet S5.2. Coordinate all dimensions, elevations and openings with Architectural drawings.5S6SCALE: 12" = 1'-0"SCALE: 12" = 1'-0"TYPICAL TIMBER TRUSS ASSEMBLY1. See General Notes on this sheet.2. Coordinate all dimensions, elevations and openings with Architectural drawings.3. Through bolts shall be ASTM A307. Provide washers at each face. Do not counter sink bolts.4. Truss fabricator shall provide truss shop drawings for review.2S6SCALE: 12" = 1'-0"SHEAR WALL SECTION1. See General Notes on this sheet.2. Coordinate all dimensions, elevations and openings with Architectural drawings.3. DO NOT OVERDRIVE SHEATHING FASTENERS.4. General contractor shall coordinate anchor locations with concrete subcontractor to ensureanchors drilling is unobstructed.1S6SCALE: 12" = 1'-0"