24A-103 415 PROSPECT STREET STRUCTURAL DRAWING-S2-SECOND FLOOR FRAMING PLANJACOB SMITH ENGINEERING AND DESIGN
5NIELDS / DUFFY RESIDENCE
415 PROSPECT STREET
NORTHAMPTON MA 01060SECOND FLOOR FRAMING PLANSCALE: 38" = 1'-0"1S21. See the General Notes on Sheet S5.2. Coordinate all dimensions, elevations and openings with architectural drawings.3. X Indicates number of vertical 2x4 squash blocks in floor system at column locations above.4. All multy-ply LVL beams shall be fastened together with (3) 16d commons at 16" o.c. at each beam face.5. Posts are shown below. Studs pack shall be nailed together with 16d commons for there entire length.6. New exterior walls shall be 2x6 studs at 16" on center up to 12'-0" tall. Provide 716" DOC PS-1 plywood sheathing, exposure 1with an APA rating of 24/16. Attach to the exterior wall face with GFRPPRQQDLOV VKDQN DWRQFHQWHUDWDOOSDQHOedges and 12" on center at all panel fields. (Unless Noted Otherwise on the drawings U.N.O.).7. See the "shear wall schedule" on this sheet for shear wall assembly requirements.