Technical Drawing Set - SARC321 VUW

Page 1

Layout Rev Sheet Name Working Drawings Cover Page A1 Plans A101 A102 A103

Office Core Plan Office Core RCP External Stair Plans

A2 Sections A201 A202

Section AA Section BB

A3 Details A301 A302 A303 A304 A305

WC Plumbing Section Detail WC Plumbing Detail Plan Lift Threshold Details Fire Door Threshold Section Detail Fire Door Threshold Plan Detail

Cover Sheet Index

236 Cashel Street, Christchurch

1

GENERAL NOTES

EMILY HIGHAM SARC321

THE CONTRACTOR WILL VERIFY ALL DIMENSIONS ON-SITE, PRIOR TO COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES ARE TO BE RAISED WITH THE PROJECT ARCHITECT IMMEDIATELY. Any substandard construction onsite will be held responsibe by the relevant contractors.

The contractor shall provide all required equipment for the work, such as temporary fencing, and scaffolding.

SARC 321 - Assignment 2 - Core Design EMILY HIGHAM - GROUP A - RICK

TOILET CALCULATIONS GFA= 36 x 27 = 972 MAX OCCUPANCY /FLOOR 972 / 8 = 121.5 people, rounded to 122 ASSUME 60/40 gender split (60 males, 40 females) = 48.8 (rounded to 49) females, 73.2 (rounded to 74) males According to NZBC C1 Table 1 there are required to be: 2 Female WC pans, 2 hand basins GSEducationalVersion 3 Male WC pans, 2 hand basins

Cover Page

The contractor will ensure all rubbish is to be removed from site at the end of construction, prior to take over by the client.

ISSUED: 16/09/2022

PROJECT DESCRIPTION This project is an 8 story mixed use building, where the ground floor is retail, followed by 3 office floors, then, 4 apartment floors. There is also an underground basement carpark. The core takes up 12.5% of the floor space, making these floors 87.5% efficient. The structure of the building is base isolated in the basement, with reinforced concrete columns and beams, and double tee flooring which spans between the primary beams. The structural grid is 9x9m, and the planning grid is 1.5x1.5m to accommodate for offices and carparks.

SHEET

VUW


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