1118 HOYT AVE 2016-01-01 MF Import

Cement ot�5,000 LB PL-R iN �aas pored over to a thickness (in the center) ot� 5(five) inches, measured at the center of the slab. The perimeter was supported by footings of(sixteen) 16 inches deep and (eighteen) 13 inches wide. These footings are reinforced with (two) 2, #4 rebar, running length v;ise with the footings. finally, (two) 2, 12inch X24 inch pilings were pored at the north west and south west corners as additional support for the 4X4 support beams. Support saddles�vere installed at the time of poring. See :�-I inset page 1-SA. The Roof header beam is supported by(two) Z treated 4X4 support swds that are attached to the cement floor by metal saddles as indicated on pace 1- SA, inset A-I. One 4X4 at the North west end and one at the South west. Treated 2x4 sill plates were nailed to the cement at approximately 18 inches spacing, as well as glued to the cement. Additional roof sunport is provided with 2X4 Studs that are used to frame the(three) 3 double pane, sliding glass doors, and thc(three) 3 top, double pane windows. Door headers �vere installed and additional framing(2a4'sl was installed to provide the necessary structural strength. Male plates werc used at the indicated points (See page 1-SA), and the north wall was framed using 2X4 studs on (sixteen) 16 inch centers, on a treated sill plate. 3/4 inch sheeting was installed on the outside ofthe sun porch and covered with T'yvek cover. Siding was then installe� ever the Tyvek and plywood sheetinc. ;. This description will cover the main points of our proposed addition. It consists of extending the south side of our home (seven ft, six inches) 7 fl 6 inches to the south. 7'his will result in a setback oti(five ft, six in) Sft Ginches to the property line. To begin the process, �ve will di�a trench (five ft) 5 ft deep and (five ft) 5 ft wide, that wili encompass the tinished foundation. We will lay crushed rock (one ft) I ft deep for tlie footing to rest upon. Then the footing will be framed •r.nd pored using(five thousand) $,000 Ib per sq in cement. There will be reiniorcing steel as per page 1-513 inset B-1/2. (Note the crushed rock) Upon completing ihis stage of the foundation, a stem wall will be added " as per page 1-SB, inst b-1/2. Note the connection process between our old foundation and the new. Page 1-SB, Inset B-1/3. We wi11 drill the eld ti�undation and epoxy glue t/4 rebar into it to a depth of(twelve inches) 12 inches. There are to be(two)2 of Niese rebar ties, per connection. The foundation stem wall will be formed and pored to a height of(forty) -10 inches measured from the top of our footing. Reinforcing steel will be installed in accordance to Page 1-.SB inset [3-U2. Tie downs will be spaced every (four)4 ft, using 1/2 inch X IOiuch AB steel tie downs, placed in place at the time of cement pore. See Page 1-SB inset B-I/2. In order to insure a dry crawl space and basement on the existing south side, the new stem wall will be weather proofed as per page 1-SB, inset B-U5. This inset shows the stem wall treated with rubberized spray coating, followed with protective coat of(one) I inch Sara foam /�