Erin M. Faulds

Mechanical Option
Try Street Terminal Building
Pittsburgh, PA

This is a student-generated Capstone Project e-Portfolio (CPEP) produced in conjunction with the AE Senior Thesis e-Studio.

building rendering

Welcome to Erin's AE Senior Thesis e-Portfolio

Building Statistics

GENERAL BUILDING DATA
 
BUILDING NAME & LOCATION:
Try Street Terminal Building
620 Second Avenue
Pittsburgh, PA 15219


BUILDING OCCUPANT NAME: 
The Art Institute of Pittsburgh


OCCUPANCY OR FUNCTION TYPES: 
-Residential     
-Although the main purpose is to provide apartments for the Art Institute of Pittsburgh, other features include:  an atrium, activities lounge, recreation space, first-floor retail space and possibly a convenience store and casual dining restaurant.


SIZE:   230,000 SF


NUMBER OF STORIES ABOVE GRADE: 9 Floor


TOTAL LEVELS:   10 Floors including the basement


PRIMARY PROJECT TEAM:
ARCHITECT:     TKA ARCHITECTS
GENERAL CONTRACTOR:     MASSARO CORPORATION
STRUCTURAL ENGINEER:     THE KACHELLE GROUP
MECHANICAL ENGINEER:     McKAMISH
PLUMBING ENGINEER:       SAUER, INC.
ELECTRICAL ENGINEER: STAR ELECTRIC COMPANY, INC.
FIRE PROTECTION:   RUTHRAUFF, INC.


DATES OF CONSTRUCTION:      OCTOBER 2005 – APRIL 2007


APPROXIMATE COST:      $15 Million


PROJECT DELIVERY METHOD: Design - Build

 

ARCHITECTURE
 
ARCHITECTURE:
   -The original industrial building was constructed in 1910.
   -The façade of the building includes existing concrete and brick with the addition        of the new historically accurate thermally broken insulated windows.  The existing concrete window sills were also replaced with new cast stone.
   -Renovations also included the addition of a light well in the core of the building on floors three though nine.  The main purpose of the light well was to meet the code requirement of providing a window in each of the living areas.


MAJOR NATIONAL CODES:  ICC IBC 2003 (International Code Council)


OCCUPANCY CLASSIFICATION:  Residential, R-2


CONSTRUCTION TYPE: 
1B – This construction type is typically found in mid-rise office and group R buildings.  All of the building elements in 1B construction are made from noncombustible and fire resistive materials.

BUILDING ENVELOPE: 
ROOF SYSTEM
-The roof system consists of the existing roof slab with a new roofing membrane over rigid insulation. 
-A new 4” slab on deck was also added above the mechanical equipment penthouse.

EXTERIOR WALL SYSTEM
-Interior lightwell construction includes a corrugated metal panel supported by a 5” structural channel with 2” rigid insulation, a vapor barrier, and metal stud covered by a 5/8” gypsum wall board on the interior.
-Exterior walls were a mass wall construction.  They were constructed of masonry and concrete.

 

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This Page was last updated on November 6, 2006 , By Erin Faulds and is hosted by the AE Department ©2005