This document contains floor plans and specifications for upgrades to an existing mill building and silo. It includes floor levels for the existing structure and proposed additions. It then provides details on proposed upgrades to the external walls, floors, windows, silo walls and first/second floors. These upgrades include adding insulation, new flooring materials, triple glazed windows and new cladding to improve energy efficiency. Dimensions and materials are specified.
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With concrete silos across the country beginning to show their age, a proactive silo inspection program paired with regular maintenance can prevent silo collapses and improve worker safety.
Seismic response of reinforced concrete siloseSAT Journals
Abstract Silos are the stack-like structures that are more commonly used for bulk storage of grain, coal, cement, carbon black, woodchips, food products and sawdust. As the density, flow and friction properties of stored material vary, the loads applied on silo structure and associated load carrying system also vary. In this paper reinforced concrete silo supported with shear walls and supported on only columns are considered with same dimensions. These two silos are modeled using Finite Element Method package software SAP 2000.These are molded for the soil type II situated in the zone II when silo is empty, partially filled and fully filled with storage material. These models are analysed for load combination 1.5(DL+IL) according to IS 1893 (Part-I) : 2002 and then response of reinforced concrete silo with shear wall and without shear walls has been determined in terms of Lateral displacement. The results reveal the effect of stored material on non-linear seismic behavior of Reinforced Concrete Silo. Key words: Silo, Clinker, FEM
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INTRODUCTION
A developer has acquired a plot measuring about 43 by 21m,between Ndia kuu and thika street of old town mombasa,and has approached you
to redevelop the plot.an existing building built around 1900,was demolisjed under mysterious circumstances. The developer's intentionis to develop
a mixed urban development to maximize the potential for the site,while adhering to the concservation requirements posed by the stakeholder of oldtown
mombasa
The challenge presented by the project is in responding to the diversity of requirements in comprehensive urban development,site conditions and local
authority requirements and in achieving a sustainable design
REQUIREMENTS AND ACCOMMODATION SCHEDULE
1.commercial shop front
2.2bedroom unit
3.3bedroom units
3.club house
4.swimming pool
5.gym
6.parking
Similar to Mill 14-1-15 - Sheet - A107 - PROPOSED EAST & SOUTH ELEVATIONS (20)
Mill 14-1-15 - Sheet - A107 - PROPOSED EAST & SOUTH ELEVATIONS
1. Ground Floor plan
Existing
0
Existing First Floor
Level
3620
Second Floor Level
6500
Wall Plate Level
9540
Silo Ridge Level
17520
Silo Floor Level
-350
Third Floor ffl
10263
Flat Roof level
15440
External Staircase
Roof Level 2
13730
K..B. C. F. G.. I. J.H.. M O PN.
Proposed External Stairwell Existing Mill
17520
18993
Proposed Roof light
with Lourves at the side
to promote ventilation in the dance studio
Proposed Double Glazed Windows
Existing Masonry Wall
Finish to the Exterior
Proposed Triple Glazed
Timber & Aluminium Windows
Proposed Glazed Roof Structure
Proposed Kalzip Roof to the
Dance Studio
Proposed Flat Roof Parapet
over the External Staircase
Timber Cladding to the Exterior
Ground Floor plan
Existing
0
Existing First Floor
Level
3620
Second Floor Level
6500
Silo Ridge Level
17520
Grain Store Level
1900
Third Floor Level NC
9740
Third Floor ffl
10263
Flat Roof level
15440
External Staircase
Roof Level 2
13730
1 17.16.2 3 5 6 7 8 9 10 11 1213. 14. 15.41a 2a 4b 4c 6a 8a 9a 11a 14a 14b 14c 16a 16b 16c4a
Proposed External Stairwell Existing Mill Block 1 & 2
43835
Proposed Kalzip Roof
to Dance Studio
Proposed Double Glazing Windows
Proposed Timber Frame Wall Construction
Proposed Roof light with Lourves at the sides
to promote ventilation in the dance studio
Existing Concrete Roof
Proposed Triple Glazed Timber
& Aluminium Windows
Original Masonry
Wall Finish to the
Exterior
Proposed Glulam Columns & Beam Structure
Proposed Flat Roof Parapet over External Staircase
Proposed Terracotta Cladding to the Exterior
Proposed Guarding to the Exterrnal
Balcony
Proposed Glazed Roof Structure
to incorporate Vents for ventilation and smoke control
Proposed Glazed Rooflight
with lourved sides to promote
natural ventilation
Proposed External Staircase to be
independent of the existing structure
Proposed Curved Roof
Proposed Glazing to dance studio
Proposed treated Curved Glulam Columns
to the exterior
Proposed Timber decking balcony
area
proposed Timber cladding to the Exterior
North
General Specification
Mill Building c1855 & c1879
Proposed Upgrade to existing External Walls:
Proposed: additional dry lining board to the internal
face of the external walls, consisting of 10mm layer
of levelling lime plaster, 50mm Calsitherm Climate
board glued to face of the lime plaster with 5mm of
calsitherm adhesive mortar, a 12 mm layer of lime
plaster is to be applied to the face of the calsitherm
with reinforcing mesh in between the two layers of
plaster, a diffusion natural paint shall then be
applied to the plaster , colour as decided by client.
Proposed upgrade to Existing Floor.
Proposed: Existing flagstones that occur in the
three bays to the South side of the mill are to be
accurately surveyed, numbered and taken up from
the floor carefully and stored in a safe place, the
flagstone are to be reused on top of the new
proposed floor. Removal of existing assumed
concrete ground floor, 150mm of compacted light
expanded clay aggregate to be laid on top of a
geotextile breathable membrane which is to be
taped and sealed up the sides of the proposed
floor. 150mm Hydraulic lime screed is then to be
poured on top with a 50mm hydraulic lime screed to
be laid in the area where the flagstones do not
occur. The Existing flagstones are to be laid on top
of a hydraulic screed and are to be laid at the
same level as the new proposed floor. The existing
flagstones are to repointed with lime mortar.
Proposed Upgrade to Existing Silo Floor
Proposed: 150mm Sand Blinding is to be placed
on top of existing concrete floor, 200mm Rigid PIR
Insulation is then placed on top with a DPC/DPM
Membrane placed on top which is to be wrapped up
the side , a 100mm Concrete screed is then to be
poured on top. The Concrete screed is finished
with a tightly bound wearing finish.
Proposed upgrade to Existing windows
Proposed - Upgrading to Triple glazed argon filled
Timber and aluminium window frame with 30 mm
thick polyethylene foam insulation on outside
Which will achieve a u-value of 0.8w/m²k. Install
draught proofing strips around all windows to help
prevent heat loss. Proposed Aluminium Cill to be
fixed on top of existing granite cills to drain away
rain water.
Proposed Upgrade to Existing Silo Walls:
Proposed - 150mm Rigid PIR Insulation to be
packed tightly between 150 x 100 mm Steel C
Channells, vertical Timber Pine Cladding to be
attached back to the structure using 25 x 75mm
Horizontal treated Counterbattons attached to 50 x
25mm Vertical treated Battons which are attached
back to 15mm Cement Particle
Board.Waterproofing membrane placed on the face
of the Cement Particle Board which is then
attached back to the Steel C Channels. This
Structure is supported independently from the
existing structure by Steel Columns which are
supported individually by a Concrete Pad
Foundation wherever possible to engineers
specification.
Proposed Upgrade to Existing First & Second
Floor
Mill Block: 30mm Eco Underfloor heating system
panel is placed on top of the existing floor
structure, 10mm Plywood distribution board is the
laid on top, the boards are to be staggered and
taped together, 13mm Oakwood floor is then laid
as a clip system as per manufactureres
specification.
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. (Hons) in Architectural Technology
Year 4 2014-2015
1
Sinéad Byrne
Noel Dunne, Sujana Sudhir
16-01-15
As indicated
05/06/201516:33:33
PROPOSED EAST &
SOUTH ELEVATIONS
Change of use of a Protected
Structure
A107
1 : 100
PROPOSED SOUTH ELEVATION.
1 : 100
PROPOSED EAST ELEVATION
3D SOUTH AND EAST VIEW
1 : 1000
Keyplan Elevations
Window & Door Specification
Windows to be
Triple Glazed Aluminium casement window with two openable bottom sections complete with a
multipoint locking facility for added security. This system has a polyamide assembly, which ensures that
it is thermally efficient. Window U- Value 0.8 W/M2K. Window Glazing to be 28mm double glazed; soft
coat low 'E' 90% argon filled glazing units.
Doors to be:
East Facade : Rebated Open Out aluminium door system with anti-finger trap
North Facade Rebated Open Out aluminium door system with anti-finger trap
South Facade: Rebated Open Out aluminium door system with anti-finger trap