Monthly Archives: December 2013

– View of the backside of the winery looking from above – Stages of deckings, joists, girders, capital of the posts and the posts – Lighting of the winery

Everyone, We will meet at the Red Hook Winery at 1:00pm sharp for our presentation to the client. See you there. Remember to post your talking points if you have not already. Prof. Montgomery

– the drawing shows east and south elevation of the pier -water level -current condition of the pier

* Brief description of the drawing, ( definition, scale, what it is supposed to convey, etc.) * Personal views (survey experiences,  why I chose to do a particular drawing, etc.) *(Resilient) Aperture protection solution….(its basic design, possible variations, etc.)  

1. It is really important that the front of the building is protected because thats where all of the waves are mostly likely going to hit first. You need to cover up any openings such ass doors & windows to … Continue reading →

Site plan. 1. The drawing shows closeness and exposure of Pier 41 to water, it depth and direction of incoming waves 2. It gives an idea of building base system showing the openings and blind arches, through which water entered … Continue reading →

A short explanation that I’m planning to say about my drawing. 3D detail of the post with the floor framing And a 2D version

Arch action aperture protection device. 2 Large and 2 small … kept off site Venetian Flood Gate in case of minor high water event *installed and kept off site Perforated piping system. * series of trenches that lead out to … Continue reading →

Hey guys! the photos of the scale bars for 1/4”, 1/2″ and 1′ scales and the dimensions for the north arrow. THE ANGLE BETWEEN TRUE NORTH AND MAGNETIC NORTH IS 13 DEGREE TO THE RIGHT.  

This isn’t much but this is what I got from the Red Hook Winery. Details: