1118 HOYT AVE 2016-01-01 MF Import

A drain system will be installed to insure stability of the foundation and to help keep the crawl space dry. See page 1-SB, inst B-1/2. There will be �+ drv well installed at the South West corner ofthe new addition. See Page 1-SC; inset C-1/2. This drawing is selfexplanatory. Conventional construction, foilowing approved specifications and guidelines wili take place from this point fonvard. The sill plate is 2X6 treated timber and will provide the base for framing a shear wall to the appropriatc level for attaching to the existing Flonr. See page 5-1.0, inst 12 FND/shear wall connection, 8 insr,t, Floor joisG shear wall connection," A" JoisdPerpendicular. The Shear wall will be anchored to the foundation with i/2 in X ]0 inch AI3 anchor bolts placed every(four) 4 feet on centers and in accordance with page 2-5 Main floor plan. There will be crawl space vents installed, a total of(Six) 6 vents as per Page 1-5 Basement floor Plan, new aJdition. Tbese vents to be installed in the shear wall near the Uottom plate. Floorjoist of2X10 placed on(sixteen inch) 16 inch centers will support the new tloor. Required insulation will be installed to a level of R30. The floorjoist will be supported by (three) 3 beams of 4X10 dimension, Spaced (ei�ht R six in) 8 ft 6 in apart. Each 4X10 will be sapported directl} oC the cement foundation with a 4X4 at each end ofthe timber, see page 1-5, Basement floor plan, new addition. Floor Radiant heart will be installed ahead of the insulation. This�vill consist of special pipe as per specification stated in paragraph (Tl,irteen) 13. Finally, a 6 mii moisture bearer will be laid down over the soil in thc cr,iwl space. The sub Floor will be tong and groove I 1/8 inch, laid over the 800rjoist held in place with screws and PL Adhesive. See Page S-1.0, 8 inset Floor JoisdSheanvall connection, "A" loist/perpendicular. From this point forward wnventional framing will be followed. ?/4 inch sfieeting �vill sheet the outside of the 2XG framing. Tyvek will be installed and cement siding of the James Hardi, cement siding will be used. The next critical point in this process is the support for trusses on the west end. "fnisses supporting the roof for the main part of our house. See Page 1- 5B, Cross section looking north. A Gang lam installation is illustrated in iuset [3-I/1 on page 1-SB. And more detail is shown on page 1-SC inset C-1/l. Connection to the existing west wall of the main structure will be with (hvo)2, 3/32 inch steel ptates bolted to tlie top plate of the old swcwre with 4(four). ' U2 in carriage bolts. There will be (�ne) 1 plate on each side of the Iconnection. The steel plate will be bolted to the Gang Lam �vith 4(four), 1/2 steei carriage bolts. 'I'he tie will be supported with a support stud of GX6 resting on the existing foundation wall. A treated 2X6 sill plate will be insialled on the existing foundation wall prior to installing the 6X6 suppon beam. A new 4X4 stud will replace the existing doable ZX4 and will be attached to the adjoining 6X6. See Page 1-SC inset C-I/I. ReWrning to page 1-SE3, inset B-1/l. '1'he soudi end ofour Gang Lam will be supported bv anodier GX6 that nms trough the shear�tall down to the � r -- -