架构师提供的文本描述。一楼打开街道，创造了一个新的水平门，宽和长。这座大楼现在行人层开放。它在上面加冕，产生一个与它的邻居一致的新存在。

Text description provided by the architects. The ground floor opens onto the street and creates a new horizontal door, wide and long. The building is now open at pedestrian level. It is crowned above, generating a new presence aligned with its neighbor.

 © Elías Martínez

Eías Martínez

为了创造这个漫长的通道，我们决定在其中一个立面上切割轴承墙。林康街是最活跃的，与银行区相连，在旧城有许多公共建筑。我们决定对这面轴承墙动手术。墙的宽度在50到70厘米之间，意味着为了容纳墙的质量，必须将荷载转移到一排的两根柱子上。

To create this long access, we decided to cut the bearing wall on one of the facades. Rincon Street is the most active, connected with the banking area, and where many public buildings of interest in the Old City are located. We decided to operate on this bearing wall. The width of the wall, between 50 and 70cm, means the load must be transferred to two columns in a row, in order to contain the mass of the wall.

 © Elías Martínez

Eías Martínez

我们在墙角倒角的梁下建造了基础块，并在Rincon正面需要的外部区域建造了基础块。我们将两个较低的I-梁放置在正面的外部沿其整个长度和角倒角，验证他们的完美楔入下的基础块和现有的梁。它们已经焊接在一起，外支架焊接在每个钢柱的中心位置。外部钢柱被放置在横梁的法兰中心，其方向显示(12厘米侧平行于立面)。两个上I梁被放置在正面的外部沿其整个长度和角倒角，验证它的完美焊接到墙壁的上部。它们已经焊接在一起，外支架焊接在每个钢柱的中心位置。

We built foundation blocks under the beam on the corner chamfer, and in required exterior areas on Rincon facade. We placed the two lower I-beams on the exterior side of the facade along its entire length and on the corner chamfer, verifying their perfect wedging under the foundation blocks and existing beam. They were already welded together, and with the outside brackets welded on center at the location of each steel column. The exterior steel columns were placed on center on the flanges of the beams with the orientation shown (12cm side parallel to the facade). The two upper I-beams were placed on the exterior side of the facade along its entire length and on the corner chamfer, verifying its perfect welding to the upper section of the wall. They were already welded together, and with the outside brackets welded on center at the location of each steel column.

 © Elías Martínez

Eías Martínez

在设置梁的上、下楔足够的时间后，内部砌体以金属柱为中心，交替拆除，以便在纵梁之间放置上、下交叉支撑I-梁。

After sufficient days for the setting of the upper and lower wedges of the beams, the interior masonry was demolished in sections, centered on the metal columns and alternately, so as to place the upper and lower cross bracing I-beams between the longitudinal beams.