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837 WashingtonJoseph BaselCarl Zanier
ASCE Met Section Spring Seminar 2015
837 Washington
Preservation of existing façade & tub below grade with 2’-6” mat foundation
ASCE Met Section Spring Seminar 2015
ASCE Met Section Spring Seminar 2015
ASCE Met Section Spring Seminar 2015
ASCE Met Section Spring Seminar 2015
Overview from the High Line
ASCE Met Section Spring Seminar 2015
New steel at upper levels frames into preserved existing façade at lower levels
ASCE Met Section Spring Seminar 2015
Curtainwall behind exoskeleton
ASCE Met Section Spring Seminar 2015
Twisting floorplates pivot around masonry-clad core
ASCE Met Section Spring Seminar 2015
Alternating deck direction reduces necessary beam depth
ASCE Met Section Spring Seminar 2015
ASCE Met Section Spring Seminar 2015
Tapered shims applied between connector plates
ASCE Met Section Spring Seminar 2015
7-ft. column transfer “joints” prefabricated off-site
ASCE Met Section Spring Seminar 2015
ASCE Met Section Spring Seminar 2015
Steel connection detailing model
ASCE Met Section Spring Seminar 2015
Built-up plate girders prefabricated off-site and bolted together on-site
ASCE Met Section Spring Seminar 2015
Under construction – Bolting the frame
ASCE Met Section Spring Seminar 2015
ASCE Met Section Spring Seminar 2015
Only beam web passes through building envelope to exterior frame
ASCE Met Section Spring Seminar 2015
837 Washington
Thank YouGilsanz Murray Steficek LLPEngineers and Architects
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