24A-103 415 PROSPECT STREET STRUCTURAL DRAWING-S4-HIGH ROOF FRAMING PLANJACOB SMITH ENGINEERING AND DESIGN
5NIELDS / DUFFY RESIDENCE
415 PROSPECT STREET
NORTHAMPTON MA 01060HIGH ROOF FRAMING PLANSCALE: 38" = 1'-0"1S41. See the General Notes on Sheet S5.2. Provide solid blocking between rafters above wall exterior walls below.3. All roof beams and shall have (1) HTS18 twist strap or CS18 strap to post below.4. All Multi-ply LVL beams shall be fastened together with (3) 16d commons at 16" on center 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.