- The document provides general notes for a construction project to change the use of a protected structure built between 1850-1860 from a mill to a dance studio.
- Expert advice must be sought from conservation architects and heritage groups before starting construction. Existing building dimensions are from a site survey.
- Precast concrete, glulaminated beams and columns, fire doors and escape routes must comply with relevant building regulations and standards.
- Steel columns and beams will span gridlines from column to column and beam to beam.
TechTown vision for the first-floor redesign is to create a more open, collaborative environment for entrepreneurs, along with a best-in-class conference center to serve the expanding need for sophisticated and flexible meeting space in this building.
My duties on this project include:
- Field measurements & existing condition verification.
- Project document setup.
- Construction documentation & detailing utilizing Revit.
If you need the house plan please contact me at 063 720 7455 or send email at navdhor@gmail.com.or you can visit us at our office the address is 12 coubrough, noordwyk,midrand,1687
TechTown vision for the first-floor redesign is to create a more open, collaborative environment for entrepreneurs, along with a best-in-class conference center to serve the expanding need for sophisticated and flexible meeting space in this building.
My duties on this project include:
- Field measurements & existing condition verification.
- Project document setup.
- Construction documentation & detailing utilizing Revit.
If you need the house plan please contact me at 063 720 7455 or send email at navdhor@gmail.com.or you can visit us at our office the address is 12 coubrough, noordwyk,midrand,1687
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Report on Consumer behavior towards dairy milkPrateek Pawar
Consumer behavior research is continuous process. Understanding consumer is never ending, it gives insights to marketer to adapt his marketing strategies. The objective on studying the consumer behavior is to understand the behavior of the consumer in quite deep. This study is to understand CB towards FMCG we have taken product of Dairy milk chocolate. Study involves both primary data and secondary data.
This presentation was given by Seema Kumar, Websphere Product Management and Surya V Duggirala, Websphere Performance Architect at IBM Impact 2012 at Mumbai on the 1st of June. It talks about Innovative Applications and Interactive Experiences
The more loved a brand, the more powerful the brand and in turn, the more profitable the brand. This will help the brand manager be better at driving profit for their brand.
EDUARDO H. PARE SPECS & SW_BUILDING & UNDERGROUND CABLES CIVIL WORKSEduardo H. Pare
SPECIFICATIONS & SCOPE OF WORKS
FOR BUILDING & UNDERGROUND CABLES CIVIL WORKS
AUTHOR: EDUARDO H. PARE, BSCE, HAU, EPCC, PMC
CIVIL/STRUCTURAL ENGINEER
DESIGN & CONSTRUCTION
EDUARDO H. PARE CIVIL, STRUCTURAL AND ARCHITECTURAL SPECIFICATIONSEduardo H. Pare
CIVIL, STRUCTURAL AND ARCHITECTURAL WORKS
DESIGN & CONSTRUCTION SPECIFICATIONS
AUTHOR: EDUARDO H. PARE, BSCE, HAU, EPCC, PMC
CIVIL/STRUCTURAL ENGINEER
DESIGN & CONSTRUCTION
Ascent 456 Floorplans Download. Sales hotline 6100 9300Dave Teu
456 @ Balestier. 28 Units of Residential units at 19 Shops/F&B Space seeking indication of interest in Singapore.
Download Floorplans and visit http://www.ascent456.sg for more information
1. General notes
-All dimensions in mm unless otherwise
noted
.-All works to comply with current building regulations and code of practice.
-All works must be done to the satisfaction of the building control officer.
-Expert advice must be sought from a conservation architect and the heritage group before construction
can start on site
All existing building fabric dimensions is drawn up from a site survey and should not be scaled.
-Precast concrete for lift shaft and stair to comply with BS EN 1992-1-2:2004.
-Dance Floor Primary structure glulaminated columns and beams to be in accordance with EN 14080.
-Lift and stair shaft to be 60min fire proof including access doors.
-All escape fire doors to be 30min fire rated.
-Steel Columns to Span along Gridlines from Column to Column
- Steel Beams to Span along gridlines from Column to Column
-Glulaminated Beams to Span along gridlines from beam to beam
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. (Hons) in Architectural Technology
Year 4 2014-2015
Sinéad Byrne
N Dunne, S Sudhir, A Berney
16-01-2015
1
As indicated
05/06/201514:53:32
CONTENTS PAGE
Change of use of a Protected
Structure
A100
Sinéad Byrne
Kilmacthomas Woolen Mills
Change of Use of a Protected Structure
BSc (Hons) Architectural Technology
Project Location
Kilmacthomas Woolen Mills
National Inventory of Protected Structures
Reg. No. 22805046
Date 1850 - 1860
Previous Name N/A
Townland GRAIGUESHONEEN
County County Waterford
Coordinates 239410, 106050
Categories of Special Interest ARCHITECTURAL HISTORICAL SOCIAL
Rating Regional
Original Use mill (water)
SITE LOCATION MAP 1:5000
GENERAL NOTES
Sheet List
Sheet Number Sheet Name Drawn By
A100 CONTENTS PAGE Sinéad Byrne
A101 GROUND FLOOR PLANS Sinéad Byrne
A102 FIRST FLOOR PLANS Sinéad Byrne
A103 SECOND FLOOR PLANS Sinéad Byrne
A104 THIRD FLOOR PLANS Sinéad Byrne
A105 EXISTING ELEVATIONS Sinéad Byrne
A106 PROPOSED WEST & NORTH
ELEVATION
Sinéad Byrne
A107 PROPOSED EAST & SOUTH
ELEVATIONS
Sinéad Byrne
A108 BUILDING REGULATIONS
TGD B
Sinéad Byrne
A109 BUILDING REGULATIONS
TGD M
Sinéad Byrne
A110 BUILDING REGULATIONS
TGD M
Sinéad Byrne
A111 PROPOSED PLAN DETAILS Sinéad Byrne
A112 BUILDING SECTION A-A (3,4) Sinéad Byrne
A113 SECTION A-A(3) DETAILS Sinéad Byrne
A114 SECTION A-A (3) DETAILS Sinéad Byrne
A115 SECTION A-A (1) Sinéad Byrne
A116 SECTION A-A (2) Sinéad Byrne
A117 SECTION A-A ( 4) DETAILS Sinéad Byrne
A118 3D SECTIONS Sinéad Byrne
A119 AMBULANT STAIRS SECTION Sinéad Byrne
A120 Window Survey Sinéad Byrne
A121 PROPOSED SERVICES Sinéad Byrne
A122 PROPOSED SERVICES Sinéad Byrne
A123 Axonometric View Sinéad Byrne
A124 Proposed Entrance Sinéad Byrne
Pictures from Kilmacthomas
Dance Studio Internal Render
Dance Studio External Render
1 : 500
EXISTING EAST ELEVATION ............
EXISTING ELEVATIONS
1 : 500
EXISTING NORTH ELEVATION........
1 : 500
EXISTING SOUTH ELEVATION........
1 : 500
EXISTING WEST ELEVATION........
Proposed Building
SHEET LIST
RENDERED VIEW OF DANCE STUDIO
PERSPECTIVE VIEW FROM WALKWAY
PERSPECTIVE VIEW FROM PROPOSED
EXTENSION
PERSPECTIVE
VIEW OF
EXTERNAL
STAIRCASE