Page 105 - Bernardon Proposal for Design Services Revised

revised Sept. 12, 2022

3

HOLLYWOOD & VINE

HOLLYWOOD, CALIFORNIA

ROLE: Structural Engineer columns. At the roof of the Hotel there is a steel truss that
OWNER: Legacy Partners Gatehouse Capital canlevers 52 feet to support a glass enclosed sky bar.

ARCHITECT: HKS Architects There is a steel sky bridge at the 11th floor connecng the
TOTAL SQUARE FOOTAGE: 1.7M - sf Hotel and the Condo. The lateral resisng system for the

HEIGHT: 14 - Stories Condo and Apartments consists of concrete shear walls.

CONSTRUCTION TYPE: Concrete The Hotel ulizes a combinaon of concrete moment
frames and concrete shear walls. The below grade parking
DCI Engineers provided structural engineering services slabs are mild reinforced concrete with drop panels at the

for this four building project located in Hollywood, columns. The foundaon system is primarily a mat slab
California. The project included a W-Hotel tower, a with varying thickness. There are also some pile supported
condominium tower and two apartment towers. There is founda ons adjacent to the MTA subway portal.
PROJECT EXPERIENCE xxxx parking. A poron of the project was designed over the Hotel Tower – 230,000 SF – 304 units

retail space at the plaza level and 3 floors of below grade

entrance to the subway.
Condominium Tower – 375,000 SF – 144 units
Apartment Towers – 840,000 SF – 350units
The gravity framing above grade primarily consists of
Parking – 550 stalls above grade – 700 stalls below grade
Total – 1.7 M SF
post tensioned concrete slabs supported by concrete

DCI+MACINTOSH ENGINEERS | 320 FRANKLIN AVE TOWER