This document contains general notes, specifications, and requirements for a proposed unit development project. It includes notes on copyright, dimensions, verification of details, compliance with regulations, structural requirements, drainage, fire safety, and more. Written dimensions take precedence over scales. The contractor must verify all levels and dimensions before starting work.
This document contains general notes for a proposed two-unit development with two double-storey dwellings. It includes 26 notes covering various requirements and specifications for the development such as compliance with relevant Australian standards, soil classification, termite treatment, stormwater drainage, smoke alarms, balustrading heights, durable timbers, wind speed, site drainage and more. It also includes a site plan showing the layout of the two dwellings and garages on the site with spot levels and other annotations.
This document contains plans and elevations for proposed additions and alterations to an existing dwelling. It includes drawings showing the east, west, north and south elevations, as well as roof plans, sections and schedules. Dimensions are provided for new construction elements like a walk-in closet and en-suite bathroom. Material specifications and compliance with building regulations are noted.
This document provides plans and notes for a proposed bathroom showroom renovation located at 8A/169 Rosamond Rd in Maribyrnong, Victoria. It includes a locality plan showing the site location, floor plans detailing the existing and proposed layouts, and 44 general notes covering building requirements and regulations. The plans and notes are intended to obtain a building permit for renovating an existing tenancy into a new bathroom showroom.
This document contains notes and specifications for a proposed recycling center project. It includes drainage notes, wall construction details, roofing notes, general notes, and notes on compliance with building regulations. Fire protection requirements are also specified referencing sprinklers, signage, emergency lighting, and fire resistance of doors, walls and floors. Dimensions and materials are to be verified on site before construction begins.
This document contains a site plan and floor plans for a proposed office block development with the following key details:
- The site plan shows the layout of the proposed development on the site including access, parking, landscaping and boundary details.
- The floor plans show the layout of the ground floor including a reception area, waiting area, tea room, male and female ablutions and office space. Stair access and balustrade details are also shown.
- Notations provide information on compliance with local building regulations and standards covering public safety, accessibility, fire protection and other requirements.
This document provides removal plans for a basement, first floor, and second floor of a residence. It includes a legend describing items to be removed from each floor, such as walls, floors, fixtures, casework, and more. General notes cover safety, permitting, coordination, protection of existing areas, and other requirements for the demolition work.
1. The document provides requirements and dimensions for clearances around various bathroom fixtures, including toilets, showers, and tubs, as well as requirements for kitchens and doors.
2. It also includes general notes, demolition notes, tenant safety notes, and notes regarding smoke and carbon monoxide detectors.
3. Schedules and details are provided for various wall assemblies, including fire-rated and non-fire rated partition walls.
The document contains construction specifications and details for a proposed office block including:
- Structural elements like concrete beams, brick walls, and foundations to be plastered and painted according to specifications.
- Finishes and materials for walls, floors, stairs, balustrades, shopfronts, and roofing.
- Fire protection, lighting, ventilation and accessibility notes to comply with building regulations.
- Schedules for areas, parking requirements, and notations for various construction aspects.
This document contains general notes for a proposed two-unit development with two double-storey dwellings. It includes 26 notes covering various requirements and specifications for the development such as compliance with relevant Australian standards, soil classification, termite treatment, stormwater drainage, smoke alarms, balustrading heights, durable timbers, wind speed, site drainage and more. It also includes a site plan showing the layout of the two dwellings and garages on the site with spot levels and other annotations.
This document contains plans and elevations for proposed additions and alterations to an existing dwelling. It includes drawings showing the east, west, north and south elevations, as well as roof plans, sections and schedules. Dimensions are provided for new construction elements like a walk-in closet and en-suite bathroom. Material specifications and compliance with building regulations are noted.
This document provides plans and notes for a proposed bathroom showroom renovation located at 8A/169 Rosamond Rd in Maribyrnong, Victoria. It includes a locality plan showing the site location, floor plans detailing the existing and proposed layouts, and 44 general notes covering building requirements and regulations. The plans and notes are intended to obtain a building permit for renovating an existing tenancy into a new bathroom showroom.
This document contains notes and specifications for a proposed recycling center project. It includes drainage notes, wall construction details, roofing notes, general notes, and notes on compliance with building regulations. Fire protection requirements are also specified referencing sprinklers, signage, emergency lighting, and fire resistance of doors, walls and floors. Dimensions and materials are to be verified on site before construction begins.
This document contains a site plan and floor plans for a proposed office block development with the following key details:
- The site plan shows the layout of the proposed development on the site including access, parking, landscaping and boundary details.
- The floor plans show the layout of the ground floor including a reception area, waiting area, tea room, male and female ablutions and office space. Stair access and balustrade details are also shown.
- Notations provide information on compliance with local building regulations and standards covering public safety, accessibility, fire protection and other requirements.
This document provides removal plans for a basement, first floor, and second floor of a residence. It includes a legend describing items to be removed from each floor, such as walls, floors, fixtures, casework, and more. General notes cover safety, permitting, coordination, protection of existing areas, and other requirements for the demolition work.
1. The document provides requirements and dimensions for clearances around various bathroom fixtures, including toilets, showers, and tubs, as well as requirements for kitchens and doors.
2. It also includes general notes, demolition notes, tenant safety notes, and notes regarding smoke and carbon monoxide detectors.
3. Schedules and details are provided for various wall assemblies, including fire-rated and non-fire rated partition walls.
The document contains construction specifications and details for a proposed office block including:
- Structural elements like concrete beams, brick walls, and foundations to be plastered and painted according to specifications.
- Finishes and materials for walls, floors, stairs, balustrades, shopfronts, and roofing.
- Fire protection, lighting, ventilation and accessibility notes to comply with building regulations.
- Schedules for areas, parking requirements, and notations for various construction aspects.
This document contains plans and information for the HVAC, fire safety, security, and automation systems of a brand factory across four floors. It includes floor plans with locations of indoor fan coil units, air defusers and detectors. It describes the features and components of ceiling cassette air conditioning units, smoke detectors, fire extinguishers, emergency exits, hydrants, sprinklers, standpipes, dome CCTV cameras, and automation systems.
Flare Electricals range of A1/A2 Cable Glands are manufactured from high quality brass. These are used for unarmored cables, rubber or plastic sheathed cables. Larger sizes are made by sand casting technique while smaller sizes are made from extruded rods. A superior quality rubber gasket is used inside the gland to act as sealing material and also to help in weather protection. The gland comes in kit with earth tag and a shroud. Shroud is provided for additional ingress protection.
Flare Electricals range of Cable Glands come in size 20 to 75.
This document provides a checklist of 20 items to inspect for residential package dual-fuel heat pumps and package heat pumps. It includes items to check for ducts, drilling/notching, and equipment. The checklist is intended as an informational guide for HVAC contractors and apprentices, and does not replace applicable building codes. Final interpretation is granted to the inspector according to the 2007 Kentucky Residential Code.
This site plan shows the proposed development of a dwelling and swimming pool on Lot 144 in Queensburgh. It includes details of the site boundaries, existing infrastructure like sewer lines, and proposed structures like the house, garage, and pool. The floor plans show the layout of the ground floor, first floor, and section cut. Notes provide information on construction methods, materials, fire safety requirements, and other specifications to comply with regulations.
The WT4901 wireless indoor siren can be installed in various locations inside the home for quick and flexible installation. It offers secure two-way wireless communication with the Alexor Wireless Panel that is encrypted to prevent signal interruption. The siren distinguishes between alarm types and indicates system status while fitting discreetly in the home environment.
This document contains architectural plans for the Reitz Residence to be constructed on lots 16 and 17 in Morehead Township, Carteret County, North Carolina. It includes drawings for the site plan, foundation plan, framing plans, roof plans, elevations, sections, and finish plans. Notes provide details on construction materials and methods, required dimensions, and compliance with building codes.
The Split Sleeve Firestop System is a UL-tested retrofit solution for firestopping and smoke sealing cables installed without a sleeve through firewalls. The system includes threaded sleeves in various diameters, washers, couplings, split bushings, putty, and labels. To install, clean the penetration, insert the sleeve halves around the cables maintaining polarity, add washers and couplings on each side, fill with putty, and apply labels.
This document contains architectural drawings for a commercial project at the Art Institute of Houston including floor plans, furniture plans, power plans, reflected ceiling plans, exterior elevations, building sections, and enlarged bathroom plans and elevations. The drawings include room labels, door schedules, notes, and other details. Revision numbers and indexes are provided for the various drawings.
The document contains architectural plans for a mixed-use building project located in Spokane, Washington. It includes a cover sheet, legend, code analysis, site plan, ground floor plan, office floor plan, and residential floor plan. The plans show the layout and dimensions of the building components, along with notes on building codes, ADA requirements, fire access, and landscaping details.
This document provides an overview of the building service systems for a proposed elementary school project. It includes sections on the electrical supply system, water supply system, sewerage and sanitary system, and rainwater/surface water management. For each system, it describes the key components, operation, and relevant regulations from the Uniform Building By-Laws. The electrical system will utilize a three-phase 480/277V power distribution setup. The water system includes components like meters, tanks and valves. Regulations control damp prevention, pipe sizing and placement. The sewerage system is governed by laws regarding waste disposal and ventilation. Roof drainage requirements and permissions for drain connections are also regulated.
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
The document is a product catalogue for appliances, fittings, and equipment used in building systems. It includes items for the electrical, air conditioning, plumbing, and drainage systems of a building. The catalogue contains detailed specifications and diagrams of products like lights, switches, pipes, tanks, pumps, and other fixtures from various manufacturers. It is intended to familiarize students with applying different building systems and demonstrating their understanding of course modules.
Jes Greenwell has started a blog to share about her hobbies which include board games, sand castles, and volleyball. The blog is located at http://jesgreenwell.blogspot.com/ and will feature posts about these recreational activities that Jes enjoys in her spare time.
The document discusses time management and how to value your time. It recommends calculating your cost per day by dividing your annual salary and allowances by the total number of working days in a year. It also suggests calculating your hourly rate by taking your daily cost and dividing by the total number of working minutes in a day. Calculating the monetary value of your time can help you better manage how you spend your time and identify areas to reduce wasted hours.
Niki Zytion has over 15 years of experience in event promotion, marketing, and operations leadership roles in the music and entertainment industries. They have a strong work ethic and problem-solving abilities that allow them to excel in fast-paced environments. Their resume highlights experience leading street teams, social media promotion, talent relations, and operations management for large-scale events.
The document summarizes Woody Allen's film Vicky Cristina Barcelona. It discusses the plot involving two friends who become interested in the same painter while on vacation in Spain. It also provides background on Allen as a director and brief descriptions of the main characters Vicky, Cristina, and Juan.
This document contains plans and information for the HVAC, fire safety, security, and automation systems of a brand factory across four floors. It includes floor plans with locations of indoor fan coil units, air defusers and detectors. It describes the features and components of ceiling cassette air conditioning units, smoke detectors, fire extinguishers, emergency exits, hydrants, sprinklers, standpipes, dome CCTV cameras, and automation systems.
Flare Electricals range of A1/A2 Cable Glands are manufactured from high quality brass. These are used for unarmored cables, rubber or plastic sheathed cables. Larger sizes are made by sand casting technique while smaller sizes are made from extruded rods. A superior quality rubber gasket is used inside the gland to act as sealing material and also to help in weather protection. The gland comes in kit with earth tag and a shroud. Shroud is provided for additional ingress protection.
Flare Electricals range of Cable Glands come in size 20 to 75.
This document provides a checklist of 20 items to inspect for residential package dual-fuel heat pumps and package heat pumps. It includes items to check for ducts, drilling/notching, and equipment. The checklist is intended as an informational guide for HVAC contractors and apprentices, and does not replace applicable building codes. Final interpretation is granted to the inspector according to the 2007 Kentucky Residential Code.
This site plan shows the proposed development of a dwelling and swimming pool on Lot 144 in Queensburgh. It includes details of the site boundaries, existing infrastructure like sewer lines, and proposed structures like the house, garage, and pool. The floor plans show the layout of the ground floor, first floor, and section cut. Notes provide information on construction methods, materials, fire safety requirements, and other specifications to comply with regulations.
The WT4901 wireless indoor siren can be installed in various locations inside the home for quick and flexible installation. It offers secure two-way wireless communication with the Alexor Wireless Panel that is encrypted to prevent signal interruption. The siren distinguishes between alarm types and indicates system status while fitting discreetly in the home environment.
This document contains architectural plans for the Reitz Residence to be constructed on lots 16 and 17 in Morehead Township, Carteret County, North Carolina. It includes drawings for the site plan, foundation plan, framing plans, roof plans, elevations, sections, and finish plans. Notes provide details on construction materials and methods, required dimensions, and compliance with building codes.
The Split Sleeve Firestop System is a UL-tested retrofit solution for firestopping and smoke sealing cables installed without a sleeve through firewalls. The system includes threaded sleeves in various diameters, washers, couplings, split bushings, putty, and labels. To install, clean the penetration, insert the sleeve halves around the cables maintaining polarity, add washers and couplings on each side, fill with putty, and apply labels.
This document contains architectural drawings for a commercial project at the Art Institute of Houston including floor plans, furniture plans, power plans, reflected ceiling plans, exterior elevations, building sections, and enlarged bathroom plans and elevations. The drawings include room labels, door schedules, notes, and other details. Revision numbers and indexes are provided for the various drawings.
The document contains architectural plans for a mixed-use building project located in Spokane, Washington. It includes a cover sheet, legend, code analysis, site plan, ground floor plan, office floor plan, and residential floor plan. The plans show the layout and dimensions of the building components, along with notes on building codes, ADA requirements, fire access, and landscaping details.
This document provides an overview of the building service systems for a proposed elementary school project. It includes sections on the electrical supply system, water supply system, sewerage and sanitary system, and rainwater/surface water management. For each system, it describes the key components, operation, and relevant regulations from the Uniform Building By-Laws. The electrical system will utilize a three-phase 480/277V power distribution setup. The water system includes components like meters, tanks and valves. Regulations control damp prevention, pipe sizing and placement. The sewerage system is governed by laws regarding waste disposal and ventilation. Roof drainage requirements and permissions for drain connections are also regulated.
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
The document is a product catalogue for appliances, fittings, and equipment used in building systems. It includes items for the electrical, air conditioning, plumbing, and drainage systems of a building. The catalogue contains detailed specifications and diagrams of products like lights, switches, pipes, tanks, pumps, and other fixtures from various manufacturers. It is intended to familiarize students with applying different building systems and demonstrating their understanding of course modules.
Jes Greenwell has started a blog to share about her hobbies which include board games, sand castles, and volleyball. The blog is located at http://jesgreenwell.blogspot.com/ and will feature posts about these recreational activities that Jes enjoys in her spare time.
The document discusses time management and how to value your time. It recommends calculating your cost per day by dividing your annual salary and allowances by the total number of working days in a year. It also suggests calculating your hourly rate by taking your daily cost and dividing by the total number of working minutes in a day. Calculating the monetary value of your time can help you better manage how you spend your time and identify areas to reduce wasted hours.
Niki Zytion has over 15 years of experience in event promotion, marketing, and operations leadership roles in the music and entertainment industries. They have a strong work ethic and problem-solving abilities that allow them to excel in fast-paced environments. Their resume highlights experience leading street teams, social media promotion, talent relations, and operations management for large-scale events.
The document summarizes Woody Allen's film Vicky Cristina Barcelona. It discusses the plot involving two friends who become interested in the same painter while on vacation in Spain. It also provides background on Allen as a director and brief descriptions of the main characters Vicky, Cristina, and Juan.
The document summarizes a speech given at the signing ceremony of a Memorandum of Understanding (MOU) between the University of Agriculture Faisalabad and Sadiq Poultry (PVT) Ltd. The MOU commits the two organizations to closer cooperation in providing internships and jobs to university graduates. It also promotes activities like academic and industrial exchange, seminars, workshops, and conferences. The speech expresses gratitude to those involved in finalizing the MOU and confidence that it will strengthen relationships and partnerships between the organizations.
Microsoft Project for Professionals - 5 Simple & Practical Steps to Mastering...DeltaBahn
Learn how to use summary, milestones and recurring tasks, how to apply lag, lead and elapsed time in tasks and determine the critical path in this second part of our practical guide to Project 2013.
View the whole blog post with explanations:
http://deltabahn.com/project-2013-microsoft-project-for-professionals-5-simple-practical-steps-to-mastering-task-context-in-under-30-minutes/
Dynamics and control of a robotic arm having four linksAmin A. Mohammed
This document presents the dynamics modeling and control of a 4 degree-of-freedom robotic arm. It first derives the dynamic model of the robotic arm using the Euler-Lagrange approach. It then describes implementing two control approaches for position control of the arm joints: PID control and feedback linearization control. Simulation results show that PID control coupled with a differential evolution algorithm and feedback linearization control improve the robotic arm's performance. Increasing the arm link masses is found to not affect PID position control performance but require higher control torques.
The document provides guidance on how to work with PowerPoint 2013 presentations when collaborating with people using older versions of PowerPoint. It advises saving presentations in the older file format or using the Compatibility Pack to allow editing in older versions. The Compatibility Checker tool identifies unsupported features so they can be removed to avoid issues. Presentations containing new features will prompt downloads of the Compatibility Pack or display warnings to users of older versions.
Radar 2009 a 18 synthetic aperture radarForward2025
This document provides an overview of a lecture on synthetic aperture radar (SAR). It begins with an introduction to SAR, including why it was developed due to limitations of conventional radar for imaging. It then discusses the basics of SAR and how it forms images using signal processing to synthesize a large antenna aperture. The document outlines the rest of the lecture topics which will cover SAR image formation techniques, examples, applications, and a history of the evolution of SAR from its origins in the 1950s to current systems.
Radar 2009 a 16 parameter estimation and tracking part2Forward2025
This document summarizes a lecture on parameter estimation and tracking. It discusses tracking processes like track association, initiation, maintenance through prediction and updating, and termination. Filtering techniques like the Kalman filter are presented as ways to estimate target position and velocity while accounting for noise and maneuvers. Examples of civilian and military target maneuvers are provided to illustrate the challenges of tracking.
Brain Health in the Pervasive Neurotechnology EraSharpBrains
This document summarizes presentations from a conference on brain health and neurotechnology. It discusses how digital tools and neuroplasticity can be used to enhance work and life. Several speakers presented on their research and programs. Posit Science discussed cognitive training programs that reduced car crash rates in older adults. eMindful discussed their live, online mindfulness programs and research showing benefits like decreased stress and improved brain function. Applied Cognitive Engineering discussed their cognitive simulation training programs and case studies showing benefits for sports performance, including USA hockey winning several international titles after adopting their program.
The document discusses key concepts related to media ownership structures and distribution, including:
- Monopoly and oligopoly market structures, with examples of companies dominating certain markets.
- Vertical and horizontal integration, where companies consolidate operations across different parts of the production or distribution process, or across different types of media.
- Multi-national media conglomerates that own multiple companies across different media segments in a vertically integrated structure to control large portions of the entertainment industry.
- Franchises that expand original creative works across multiple forms of media through licensing agreements.
- The role of globalization and concerns about cultural imperialism as media ownership becomes concentrated worldwide.
Radar 2009 a 14 airborne pulse doppler radarForward2025
This document provides an overview of a lecture on airborne pulse Doppler radar systems. It discusses different airborne radar missions including fighter/interceptor radars like those used on F-16s and F-35s, as well as airborne early warning radars like AWACS. It covers topics like airborne radar clutter, pulse Doppler modes using different PRFs, and examples of military radars and their specifications. The goal is to explain the considerations and techniques involved in airborne pulse Doppler radar system design and operation.
Case study of a squatter settlement – kibera, nairobitudorgeog
This document provides information about the Kibera shanty town in Nairobi, Kenya. It describes the characteristics of Kibera, including that it is located on marshland that floods and houses between 800,000-1 million people in an extremely dense area. Living conditions are poor, with makeshift housing and limited access to water and sanitation. Attempts have been made to improve conditions, such as providing more affordable housing, electricity, water, and sanitation, but progress is slow. There is ongoing debate around whether Kibera represents a "slum of hope" or "despair."
What are the issues for people living in squatter settlements in poorer parts...anwonka
Squatter settlements are informal communities that form rapidly in urban areas due to high rates of rural-urban migration that outpace formal housing development. Residents live in self-built shelters with no water, sanitation, or electricity and work informal jobs. To improve conditions, residents may upgrade their own homes over time. Local authorities also support improvements through organized self-help programs and larger projects providing infrastructure and housing.
This document contains plans and notes for a proposed residential development including:
- A site plan showing the layout of the building, driveway, outdoor areas and fences.
- Notes regarding general construction requirements, erosion and sediment control, and compliance with codes and standards.
- A lower floor plan showing the layout of rooms including a garage, living areas, bedrooms and bathroom. Dimensions and construction details are provided.
The Fragrance Outlet - Grand Rapids, MI 8.20.15Antoinette Pope
This document provides code and building data for a proposed tenant upfit of The Fragrance Outlet store located at 350 84th Street SW, Suite 1000 in Byron Center, Grand Rapids, Michigan. It includes information on the primary occupancy as mercantile, building construction type as existing, fire protection requirements, egress requirements, and accessibility requirements. The project team includes Adams & Associates Architecture for design and M-Engineering for structural and MEP engineering. Applicable codes include the 2009 Michigan Building Code.
This document contains architectural drawings and notes for a proposed new dwelling and outbuilding. It includes a ground floor plan drawing with dimensions and notes specifying materials, drainage requirements, glazing thickness requirements, and other construction details. The document is the property of KNV Architects and is not to be copied without their permission. All dimensions are to be verified on site before construction begins.
This document contains drawings and notes for a proposed new dwelling and outbuilding. It includes a ground floor plan drawing with dimensions and notes specifying materials for various rooms. It also includes general notes about drainage, glazing, brickforce placement, and compliance with building regulations. Dimensions and levels must be checked on site before commencing any building work.
Engineering Final Year Project Report on "Electrical Safety and Protection of...Pratap Bhunia
Substation Network and Load Distribution
Substation Network Design
Civil Works Specification
Various Subsystems in Substation and Their Functions
Substation Equipment and Their Functions
Design of Capacity of Transmission Lines
Calculation of Line Constants and SIL
Bus Bar Arrangement
Power Transformer
Substation Earthing
Circuit Breaker
Isolator
Current Transformer
Capacitor Voltage Transformer
Lightning Surge
Switching Surge
Lightning Arrester
Surge Absorber
The document provides details for joinery in laboratories and kitchenettes, including notes, dimensions, and diagrams. Key information includes:
1. Dimensions are to be checked on site and this section read with other schedules. Typical details include laminate finishes, concealed hinges and locks, adjustable shelves, and recessed edges.
2. Diagrams show layouts for typical kitchenettes and labs, including locations of sinks, appliances, and storage cabinets. Lockable cabinets and drawers are indicated.
3. Additional notes specify materials like compact laminate benchtops and splashbacks, coved skirting, seals, and accessories to be installed.
This document provides general notes and specifications for a new tenancy fit-out project located at 3 131 Casey in Phillip, Canberra. It includes notes on construction compliance with building codes and standards, dimension and specification verification, contractor responsibilities, and electrical specifications. Drawings for the project include floor plans, reflected ceiling plans, elevations, sections and perspectives.
This document provides general notes for structural drawings including instructions on dimensions, standards to follow, materials, testing, safety, services location, loads, and other structural requirements. Key points include following all contract documents and obtaining engineer approval for any changes or substitutions, using materials that meet relevant standards, protecting workers, contacting utility authorities, and maintaining stability during construction.
This document contains architectural drawings and details for a proposed office block. It includes floor plans showing room layouts and dimensions, elevations of the building, and section drawings showing structural details. Notes provide information on compliance with building codes and regulations regarding structures, materials, lighting and ventilation, fire safety, and other requirements. Schedules list dimensions for stairways and other elements. The drawings and notes provide technical specifications and compliance details for the proposed office block design.
SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - EASTWOODSSunit Dhingra
This document contains plans and details for basement construction including sump pits. Key information includes:
1) Dimensions and details for two sump pits, including reinforced concrete construction and connection to drainage.
2) Sections and construction details for the basement slab, walls, and connection to overlying floors including use of waterproof concrete and insulation.
3) Notes specifying use of a waterproofing system from Pudlo for the basement concrete structures.
Gas Installation Guidelines for Designers and Builders - Domestic SitesGas Networks Ireland
1. This document provides guidelines for designers and builders on installing gas meters and pipes for domestic sites connecting to the natural gas network.
2. It outlines permitted locations for gas meters, such as externally above the damp proof course and at least 300mm from the property wall. Internal meter locations are allowed only if external options are not possible and gas pressure is below 100mbar.
3. Trench requirements are specified for gas mains and connection pipes, including minimum depths, widths, and 150mm sand surround. Safety procedures are also outlined, such as not using excavators within 1m of gas pipes.
This document provides details for the underfloor heating layout and installation for a third floor project. It includes:
1) A drawing of the underfloor heating pipework layout showing the location of manifolds and thermostats throughout the floor.
2) Notes on installation requirements and recommendations for laying pipework, screeding, conditioning the floor, and compatible floor coverings.
3) Specifications for each manifold including flow rates, pressures, and thermostat locations for the circuits.
4) A schematic of the control system wiring including thermostats, actuators and control units.
This document provides a floor plan and notes for a proposed restaurant fit-out. The floor plan shows the layout and dimensions of the space along with symbols indicating fixtures like fire doors, smoke detectors, and emergency equipment. The notes provide guidance on fire protection requirements, ventilation, lighting, drainage, and the general scope of the fit-out work which includes new signage, shopfront finishes, kitchen equipment, flooring, lighting alterations, and tie-ins to existing mechanical and safety systems. Compliance with all relevant regulations and approval from local authorities is required.
The document contains architectural plans and drawings for proposed additions and alterations to an existing dwelling. It includes floor plans and elevations showing details of the proposed additions including a new patio, laundry area, and entertainment area. It also provides specifications for materials, roofing, drainage, and other construction details. Dimensions, technical notes, and requirements are included to guide the construction work in compliance with relevant standards and regulations.
This document provides demolition notes and details for an Academy Sports site redevelopment project. It identifies various existing site features and utilities to be removed, including an existing building, pavement, sanitary sewer lines, grease trap, water service, light poles, signs, curb and gutter, storm drainage structures, and utilities within and beyond the construction limits. The contractor must locate all existing utilities, safely remove demolished materials, protect existing utilities to remain, and repair any damaged structures. Excavation safety is the contractor's responsibility.
This document provides general notes for structural drawings including: do not scale drawings, read all contract documents before work, provide materials according to standards, protect workers, contact utility authorities before digging, maintain stability during construction, design loads are specified, and concrete requirements including curing and testing. It also provides notes for foundations including allowable bearing pressure and backfill, and notes for slabs on ground regarding earthworks, compaction, and sawcutting joints.
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
The document outlines building bye laws for Delhi that cover topics such as building permits, document formatting, mandatory specifications, parking requirements, lifts and escalators, rainwater management, solid waste management, setbacks, firefighting installations, pollution control, mixed land use, and guidelines for allowing certain activities in residential areas. It also notes that the bye laws were framed 24 years ago and are now outdated given changes in building technologies and population pressures.
This document provides plans and specifications for installing a residential solar array. It includes:
- Details of the 5.12 kW solar panel system to be installed, including the panel specifications and microinverters.
- Drawings showing the site plan with the panel locations and conduit routing.
- Notes regarding compliance with electrical, energy, building and fire codes. It also outlines safety protocols and inspections required.
This document provides information and guidelines for shed sellers seeking ShedSafe accreditation. It explains that completing the specification module alone does not qualify a seller for accreditation, which requires an application, review of the module, and successful completion of a questionnaire. The document covers important considerations for correctly specifying sheds, including the National Construction Code building classes, importance levels, wind codes, terrain, topography, shielding, and additional requirements for cyclonic and alpine regions.
1. THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
NOTES
1
15-0478 ..B
MAR 2016
TS
COMMENTSDATEISSUE
AMENDMENTS- PRINT ISSUE
BY
LOCATION OF L.P.D. & SEWER POINT
GENERAL NOTES:
WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALE. THESE PLANS ARE TO BE
READ IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS, ENGINEERS DESIGNS,
COMPUTATIONS, AND GEOTECHNICAL REPORTS. WRITTEN SPECIFICATIONS TAKE
PRECEDENCE OVER THESE DRAWINGS UNLESS NOMINATED IN THE CONTRACT OR
SPECIFICATION.
SITE SPECIFIC REQUIREMENTS ie: TERMITE TREATMENT, GALVANISING FOR DURABILITY,
SITE SURFACE DRAINAGE, TREE ROOT PROTECTION, RETAINING WALLS ETC, ARE TO BE
PROVIDED AS A CONTRACT VARIATION, OR BY OWNER AT OWNER'S EXPENSE.
DRAWING ARE ONLY ISSUED FOR CONSTRUCTION WHEN APPROVED AND SIGNED BY THE
DESIGN OFFICE &/OR CONTRACTOR AUTHORISED SIGNATORY. ANY DOCUMENTS
WITHOUT APPROVAL (INCLUDING ALL PDF OR EMAILED VERSIONS) ARE NOT TO BE USED
FOR CONSTRUCTION.
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL
PROCEEDINGS.
A.H.D. - AUSTRALIAN HEIGHT DATUM
T.B.M. - TEMPORARY BENCH MARK
U.N.O. - UNLESS NOTED OTHERWISE
NGL - NATURAL GROUND LEVEL
FFL - FINISHED FLOOR LEVEL
GFL - GARAGE FLOOR LEVEL
FCL - FINISHED CEILING LEVEL
BUILDER SHALL ENSURE THAT STRUCTURAL DIMENSIONS INCLUDE ALLOWANCES FOR
FLOOR COVERINGS, CEILING LININGS, BATTENS ETC.
ALL DIMENSIONS, AREAS, LEVELS & SITE CONDITIONS TO BE VERIFIED BY
CONTRACTOR/OWNER PRIOR TO COMMENCEMENT OF ANY WORKS. ANY
DISCREPANCIES OR ERRORS MUST BE REPORTED TO THE DESIGN OFFICE
IMMEDIATELY. IF IN DOUBT ASK!
THE BUILDER RESERVES THE RIGHT TO MAKE MINOR ALTERATIONS DURING
CONSTRUCTION IN THE INTEREST OF PRODUCT IMPROVEMENT.
OTHER THAN WHERE EXEMPTIONS APPLY, THE PROPOSAL IS TO COMPLY WITH
BUILDING REGULATIONS 2006 (PART 4 - SITING).
ALL STRUCTURAL TIMBERS, FRAMING, BRACING & TIE DOWN ARE TO BE CONSTRUCTED
& GRADED IN ACCORDANCE WITH:
- NATIONAL TIMBER FRAMING CODE AS1684, &
- TIMBER FRAMING MANUAL AS1684N1/N2 SUPP. 12.
F5-PINE F7-OREGON F8-HARDWOOD F17-SEASONED HARDWOOD
WALL DIMENSIONS: 240mm EXTERNAL & 90mm INTERNAL. 2/90x45 DOUBLE STUDS
UNDER ALL BEAMS U.N.O. MEMBER SIZES: REFER TO PROJECT SPECIFICATIONS.
ALL SERVICES TO COMPLY WITH PART 3.12.5 OF NCC 2015
EXTENT OF PROTECTION AGAINST WATER IN WET AREAS ON WALLS, FLOOR AND ALL
JUNCTIONS TO NCC 2015 3.8.1.2 AND AS 3740.
TIMBER FLOOR CONSTRUCTION
BATHROOM / ENSUITE FLOORS TO BE GRADED TO FLOOR WASTE IN ACCORDANCE WITH
NCC 2015 3.8.1.2
CONCRETE FLOOR CONSTRUCTION
SHOWER ENCLOSURES TO BE SCREENED & / OR ENTIRE FLOOR TO BE GRADED TO
FLOOR WASTE IN ACCORDANCE WITH NCC 2015 3.8.1.2
PLASTERBOARD INTERNAL LININGS UNO.
WINDOWS: REFER TO MANUFACTURER'S SCHEDULE. SIZES ARE NOMINAL, & TO BE
VERIFIED BY BUILDER. WIND TERRAIN CATEGORY NOMINATED BY COUNCIL. ALL GLAZING
TO COMPLY WITH AS2047. SAFETY GLAZE TO AS1288 Sect 5 & NCC 2015 3.6
TERMITE RISK MANAGEMENT TO SUB-FLOOR TO A.S. 3660.1.
A DURABLE NOTICE MUST BE INSTALLED IN THE METER BOX IN ACCORDANCE WITH NCC
2015 3.1.3, WITH METHOD OF PROTECTION, DATE OF INSTALLATION, LIFE EXPECTANCY
(IF CHEMICAL BARRIER USED), AND MANUFACTURER'S RECOMMENDATIONS FOR
FREQUENCY OF FUTURE INSPECTIONS.
SMOKE ALARMS TO COMPLY WITH A.S.3786, AND TO BE INSTALLED IN ACCORDANCE
WITH NCC 2015 3.7.2 FOR ALL CLASS 1a AND 1b BUILDINGS. SMOKE ALARMS MUST BE
DIRECT WIRED TO MAINS POWER AND, TO BE INTERCONNECTED WHERE THERE IS MORE
THAN ONE ALARM.
STAIRS AND STEPS
-MIN CLEARANCE 2000mm (MEASURED VERTICALLY ABOVE NOSING LINE)
-TREADS: 240mm MIN RISERS: 190mm MAX
-1000mm HIGH CONTINUOUS HANDRAIL & BALUSTRADES FROM FINISHED SURFACE
LEVEL.
-125mm MAX BETWEEN BALUSTERS AND UNDER BOTTOM RAIL
-125mm MAX OPENING BETWEEN TREADS
-190mm MAX STEP DOWN AT DOORWAYS
WHERE REQUIRED, MECHANICAL VENTILATION IS TO BE PROVIDED IN ACCORDANCE
WITH AS1668.2 AND NCC 2015 3.8.5
- DIRECTLY TO OUTSIDE THE BUILDING BY WAY OF DUCTS; OR
- INTO A ROOF SPACE THAT -
(A) IS ADEQUATELY VENTILATED BY OPEN EAVES, & / OR ROOF VENTS; OR
(B) IS COVERED BY ROOF TILES WITHOUT SARKING OR SIMILAR MATERIALS
WHICH WOULD PREVENT VENTING THROUGH GAPS BETWEEN THE TILES.
SUB FLOOR VENTS TO BE SPACED EVENLY AT 1000mm MAX CENTRES, TO PROVIDE
6000mm CLEAR AIR PASSAGE PER METER OF WALL LENGTH, & MAX 600mm FROM
CORNERS.
OPEN FIRE PLACE CONSTRUCTION AS PER NCC 2015 3.7.3.2 AND CHIMNEY
CONSTRUCTION AS PER NCC 2015 3.7.3.3. PROVIDE DAMPER OR FLAP TO CHIMNEY.
INSERT FIRE PLACES AS PER NCC 2015 3.7.3.4.
FREE STANDING HEATING APPLIANCES AS PER NCC 2015 3.7.3.5.
STORM WATER DRAINS TO BE DRAINED TO LAWFUL POINT OF DISCHARGE (L.P.D.) AS
DIRECTED BY LOCAL AUTHORITY AND IN ACCORD. WITH AS.3500.3.
MIN 450mm COVER UNDER CRUSHED ROCK.
GUTTERS, DOWNPIPES AND ROOF FLASHINGS SHALL NOT CONTAIN LEAD ON ROOFS
THAT ARE USED TO COLLECT POTABLE (DRINKING) WATER.
EACH DOWNPIPE NOT TO SERVE MORE THAN 12.00m OF GUTTER LENGTH, AND TO BE
LOCATED AS CLOSE AS POSSABLE TO VALLEY GUTTERS. IF THE DOWNPIPE IS MORE
THAN 1.20m FROM A VALLEY, PROVISION FOR OVERFLOW ie; SLOTTED GUTTERS. TO
COMPLY WITH Part 3.5.2 NCC 2015.
WALLS ON BOUNDARIES TO COMPLY WITH RESCODE CLAUSE 54 A.11-13.
MAX AVE. HEIGHT 3.20m ON OR WITHIN 200mm OF BOUNDARY.
MIN 1.00m LIGHT COURT TO NEIGHBOURS HABITABLE WINDOW.
NO PART OF BUILDING TO ENCROACH BOUNDARY.
FLOOR LEVELS ARE DETERMINED BY ASSUMED LEVELS ADJACENT TO RESIDENCE AND
MAY BE ADJUSTED ON SITE BY BUILDER AT BUILDER'S DISCRETION.
-FFL MIN 150mm ABOVE FSL FOR SLABS.
-FLOOR LEVEL MIN 225mm ABOVE FSL OR PAVING ADJACENT TO O.R.G. (OVER FLOW
RELIEF GRATE).
-FFL MIN 400mm (NOMINAL) ABOVE FSL FOR STUMPS
-SHEET FLOORING: MIN 200mm CLEAR UNDER BEARER
-STRIP FLOORING: MIN 150mm CLEAR UNDER BEARER
-TERMITE AREAS: MIN 400mm CLEAR UNDER BEARER UNLESS METHOD OF PROTECTION
OR RELEVANT STANDARDS RECOMMEND OTHERWISE
-A MAXIMUM OF 600mm OF GRANULAR OR 300mm OF CLAY/SILT FILLING INCLUDING ANY
EXISTING FILLING MAY BE PLACED UNDER SLAB PANELS.
-REFER TO APPENDIX OF SOIL REPORT FOR CONSTRUCTION AND MAINTENANCE
REQUIREMENTS
-ALL LEVELS ARE FINISHED SURFACE LEVELS U.N.O.
-MAX 200mm FILL AT EXTERNAL DOORS
-GRADE FSL AWAY FROM RESIDENCE
RETAINING WALLS TO BE CONSTRUCTED IMMEDIATELY AFTER EXCAVATION. ALLOW
5KPa SURCHARGE ON BOUNDARY U.N.O. RETAINING WALLS TO BE CONSTRUCTED &
PROTECTION NOTICE SERVED IN ACCORDANCE WITH BUILDING ACT 1993.
OWNER/CONTRACTOR IS TO PROVIDE INSURANCE, SURVEY OF EXISTING CONDITIONS &
NEIGHBOUR'S CONSENT FOR CONSTRUCTION IN ACCORDANCE WITH ACT.
EXCAVATION TO CONNECT TO STORM WATER DRAINS VIA SILT PIT WITH GRATED COVER
BY OWNER OR CONTRACT VARIATION.
FIRE SEPARATION OF BUILDINGS ON BOUNDARY TO NCC 2015 3.7.1
ALL STRUCTURAL STEEL IS TO BE PROTECTED FROM CORROSION IN MODERATE AND
SEVERE ENVIRONMENTS IN ACCORDANCE WITH TABLE 3.4.4.2 IN NCC 2015 WALL TIES TO
BE STAINLESS STEEL, TO COMPLY WITH DURABILITY REQUIREMENTS RULE 3.4 A.S.3700.
GENERAL PURPOSE CLASS - MORTAR TO BE 1:1:6
PROTECTED CLASS (WITHIN 1KM OF SEA) - MORTAR TO BE 1:2:9
EXPOSURE CLASS - MORTAR TO BE 1: :4 .
BUILDINGS ADJACENT TO EASEMENT TO HAVE FOOTINGS DIRECTED TO A DEPTH PAST
ANGLE OF REPOSE OF PIPES AND TO HAVE FOOTING SYSTEM DESIGNED TO COMPLY
ACCORDINGLY. REFER TO ENGINEER'S DESIGN, ATTACHED DETAIL &/OR AS DIRECTED BY
LOCAL AUTHORITY.
BRICKWORK IN GABLES, OR OVER WINDOWS PROVIDE CONTINUOUS CAVITY HEAD
FLASHING TO WEEP HOLES @ 1000 MAX CTRS. BASKETBALL RINGS OR OTHER SPORTING
EQUIPMENT ARE NOT TO BE ATTACHED TO BRICKWORK OR BUILDING UNLESS DESIGNED
FOR THAT PURPOSE.
BRICKWORK TOLERANCES TO COMPLY WITH PROJECT SPECIFICATIONS AND RELEVENT
AUSTRALIAN STANDARDS.
- NON-LOAD BRICKWORK
- BED JOINTS Nominal 10mm +/- 3mm
- PERP JOINTS Nominal 10mm +/- 5mm
INCONSISTANT BRICK SIZES AND BATCHING VARIATIONS 10mm
THE DESIGN ENGINEER ADVISES THAT FLOOR TILES SHOULD NOT BE LAID ON CONCRETE
FLOORS UP TO 18 MONTHS AFTER THE SLAB HAS BEEN POURED. ANY FLOOR TILES LAID
DURING THIS PERIOD ARE DONE SO AT THE RISK OF THE OWNERS/PURCHASERS AND
ARE NOT RECOMMENDED BY THE BUILDER.
WHERE DISTANCE FROM TOILET PAN TO DOOR IS LESS THAN 1.20m THE DOOR IS TO
OPEN OUTWARDS, SLIDE OR TO BE READILY REMOVABLE FROM OUTSIDE OF THE
COMPARTMENT. THIS APPLIES TO ALL ROOMS CONTAINING A TOILET PAN.
PROTECTION OF OPENABLE WINDOWS TO BE PROVIDED IN ACCORDANCE WITH NCC 2015
3.9.2.5 WHERE THE FLOOR BELOW THE WINDOW IN A BEDROOM IS 2.00m OR MORE
ABOVE THE SURFACE BENEATH, AND THE LOWEST LEVEL OF THE WINDOW OPENING IS
LESS THAN 1.70m ABOVE THE FLOOR, MUST BE PROTECTED WITH;
- A DEVICE CAPABLE OF RESTRICTING THE WINDOW OPENING
- A SUITABLE SCREEN, NOT TO PERMIT A 125mm SPHERE TO PASS THROUGH
- RESIST AN OUTWARD HORIZONTAL ACTION OF 250 N.
ALL OH&S SAFE WORK PRACTICES & PROCEDURES MUST BE FOLLOWED & ADHERED TO,
& TO INCLUDE, BUT IS NOT LIMITED TO, ELECTRICAL LEADS TAGGED, PROTECTIVE
CLOTHING & EQUIPMENT USED, PROVISION OF COMPLETE FIRST AID KIT, & SITE KEPT
CLEAN. BUILDER TO BE SUPPLIED WITH SAFE WORK METHOD STATEMENT PRIOR TO
COMMENCEMENT ONSITE BY CONTRACTORS & SUB CONTRACTORS.
PROVIDE SITE AND WORK PLACE PROTECTION (FENCES / HOARDING /SAFETY BARRIERS
ETC) AS REQUIRED BY LOCAL AUTHORITY BY-LAWS, AND WORKSAFE PRACTICES, TO BE
PROVIDED BY OWNER OR CONTRACT VARIATION. CHEMICAL TOILET AND RUBBISH BIN
WITH LID TO BE PROVIDED DURING CONSTRUCTION WHEN REQUIRED.
LOCAL AUTHORITIES
SITE INVESTIGATION NOTES
REFER TO ENGINEERS SOIL REPORT.
SOIL CLASSIFICATION:
BRICKWORK CONTROL JOINTS
AJ
SPACED AT CENTRES AS PER SOIL REPORT &OR TN61
OR AS REQUIRED BY SITE INVESTIGATION REPORT
ARTICULATION JOINT LOCATION (PLAN OR ELEVATION)
TREE ROOT PROTECTION, WHERE REQUIRED, SHALL BE IN ACCORDANCE
WITH TN61, AND CONSTRUCTED IN ACCORDANCE WITH ENGINEER'S DESIGN.
BARRIERS ARE TO BE PROVIDED BY OWNER OR CONTRACT VARIATION.
WIND SPEED
OVER LAND DRANAGE
FLOOD PRONE
BUSHFIRE
SNOW LOADS
MAP REFERENCE:
ENERGY EFFICIENCY
SUMMARY ENERGY REPORT BY:
ENERGY EFFICIENCY DESIGN TO BE PROVIDED AS PER NCC 2015 3.12
BUILDING PERMIT APPROVAL
TO ADVISE & CONFIRM
REFER TO SITE PLAN.
TERMITE AREA
COMMENTSDATEISSUE
AMENDMENTS- PRINT ISSUE
BY
LOCATION OF L.P.D. & SEWER POINT
GENERAL NOTES:
WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALE. THESE PLANS ARE TO BE
READ IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS, ENGINEERS DESIGNS,
COMPUTATIONS, AND GEOTECHNICAL REPORTS. WRITTEN SPECIFICATIONS TAKE
PRECEDENCE OVER THESE DRAWINGS UNLESS NOMINATED IN THE CONTRACT OR
SPECIFICATION.
SITE SPECIFIC REQUIREMENTS ie: TERMITE TREATMENT, GALVANISING FOR DURABILITY,
SITE SURFACE DRAINAGE, TREE ROOT PROTECTION, RETAINING WALLS ETC, ARE TO BE
PROVIDED AS A CONTRACT VARIATION, OR BY OWNER AT OWNER'S EXPENSE.
DRAWING ARE ONLY ISSUED FOR CONSTRUCTION WHEN APPROVED AND SIGNED BY THE
DESIGN OFFICE &/OR CONTRACTOR AUTHORISED SIGNATORY. ANY DOCUMENTS
WITHOUT APPROVAL (INCLUDING ALL PDF OR EMAILED VERSIONS) ARE NOT TO BE USED
FOR CONSTRUCTION.
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL
PROCEEDINGS.
A.H.D. - AUSTRALIAN HEIGHT DATUM
T.B.M. - TEMPORARY BENCH MARK
U.N.O. - UNLESS NOTED OTHERWISE
NGL - NATURAL GROUND LEVEL
FFL - FINISHED FLOOR LEVEL
GFL - GARAGE FLOOR LEVEL
FCL - FINISHED CEILING LEVEL
BUILDER SHALL ENSURE THAT STRUCTURAL DIMENSIONS INCLUDE ALLOWANCES FOR
FLOOR COVERINGS, CEILING LININGS, BATTENS ETC.
ALL DIMENSIONS, AREAS, LEVELS & SITE CONDITIONS TO BE VERIFIED BY
CONTRACTOR/OWNER PRIOR TO COMMENCEMENT OF ANY WORKS. ANY
DISCREPANCIES OR ERRORS MUST BE REPORTED TO THE DESIGN OFFICE
IMMEDIATELY. IF IN DOUBT ASK!
THE BUILDER RESERVES THE RIGHT TO MAKE MINOR ALTERATIONS DURING
CONSTRUCTION IN THE INTEREST OF PRODUCT IMPROVEMENT.
OTHER THAN WHERE EXEMPTIONS APPLY, THE PROPOSAL IS TO COMPLY WITH
BUILDING REGULATIONS 2006 (PART 4 - SITING).
ALL STRUCTURAL TIMBERS, FRAMING, BRACING & TIE DOWN ARE TO BE CONSTRUCTED
& GRADED IN ACCORDANCE WITH:
- NATIONAL TIMBER FRAMING CODE AS1684, &
- TIMBER FRAMING MANUAL AS1684N1/N2 SUPP. 12.
F5-PINE F7-OREGON F8-HARDWOOD F17-SEASONED HARDWOOD
WALL DIMENSIONS: 240mm EXTERNAL & 90mm INTERNAL. 2/90x45 DOUBLE STUDS
UNDER ALL BEAMS U.N.O. MEMBER SIZES: REFER TO PROJECT SPECIFICATIONS.
ALL SERVICES TO COMPLY WITH PART 3.12.5 OF NCC 2015
EXTENT OF PROTECTION AGAINST WATER IN WET AREAS ON WALLS, FLOOR AND ALL
JUNCTIONS TO NCC 2015 3.8.1.2 AND AS 3740.
TIMBER FLOOR CONSTRUCTION
BATHROOM / ENSUITE FLOORS TO BE GRADED TO FLOOR WASTE IN ACCORDANCE WITH
NCC 2015 3.8.1.2
CONCRETE FLOOR CONSTRUCTION
SHOWER ENCLOSURES TO BE SCREENED & / OR ENTIRE FLOOR TO BE GRADED TO
FLOOR WASTE IN ACCORDANCE WITH NCC 2015 3.8.1.2
PLASTERBOARD INTERNAL LININGS UNO.
TERMITE RISK MANAGEMENT TO SUB-FLOOR TO A.S. 3660.1.
A DURABLE NOTICE MUST BE INSTALLED IN THE METER BOX IN ACCORDANCE WITH NCC
2015 3.1.3, WITH METHOD OF PROTECTION, DATE OF INSTALLATION, LIFE EXPECTANCY
(IF CHEMICAL BARRIER USED), AND MANUFACTURER'S RECOMMENDATIONS FOR
FREQUENCY OF FUTURE INSPECTIONS.
SMOKE ALARMS TO COMPLY WITH A.S.3786, AND TO BE INSTALLED IN ACCORDANCE
WITH NCC 2015 3.7.2 FOR ALL CLASS 1a AND 1b BUILDINGS. SMOKE ALARMS MUST BE
DIRECT WIRED TO MAINS POWER AND, TO BE INTERCONNECTED WHERE THERE IS MORE
THAN ONE ALARM.
STAIRS AND STEPS
-MIN CLEARANCE 2000mm (MEASURED VERTICALLY ABOVE NOSING LINE)
-TREADS: 240mm MIN RISERS: 190mm MAX
-1000mm HIGH CONTINUOUS HANDRAIL & BALUSTRADES FROM FINISHED SURFACE
LEVEL.
-125mm MAX BETWEEN BALUSTERS AND UNDER BOTTOM RAIL
-125mm MAX OPENING BETWEEN TREADS
-190mm MAX STEP DOWN AT DOORWAYS
WHERE REQUIRED, MECHANICAL VENTILATION IS TO BE PROVIDED IN ACCORDANCE
WITH AS1668.2 AND NCC 2015 3.8.5
- DIRECTLY TO OUTSIDE THE BUILDING BY WAY OF DUCTS; OR
- INTO A ROOF SPACE THAT -
(A) IS ADEQUATELY VENTILATED BY OPEN EAVES, & / OR ROOF VENTS; OR
(B) IS COVERED BY ROOF TILES WITHOUT SARKING OR SIMILAR MATERIALS
WHICH WOULD PREVENT VENTING THROUGH GAPS BETWEEN THE TILES.
SUB FLOOR VENTS TO BE SPACED EVENLY AT 1000mm MAX CENTRES, TO PROVIDE
6000mm CLEAR AIR PASSAGE PER METER OF WALL LENGTH, & MAX 600mm FROM
CORNERS.
OPEN FIRE PLACE CONSTRUCTION AS PER NCC 2015 3.7.3.2 AND CHIMNEY
CONSTRUCTION AS PER NCC 2015 3.7.3.3. PROVIDE DAMPER OR FLAP TO CHIMNEY.
INSERT FIRE PLACES AS PER NCC 2015 3.7.3.4.
FREE STANDING HEATING APPLIANCES AS PER NCC 2015 3.7.3.5.
STORM WATER DRAINS TO BE DRAINED TO LAWFUL POINT OF DISCHARGE (L.P.D.) AS
DIRECTED BY LOCAL AUTHORITY AND IN ACCORD. WITH AS.3500.3.
MIN 450mm COVER UNDER CRUSHED ROCK.
GUTTERS, DOWNPIPES AND ROOF FLASHINGS SHALL NOT CONTAIN LEAD ON ROOFS
THAT ARE USED TO COLLECT POTABLE (DRINKING) WATER.
EACH DOWNPIPE NOT TO SERVE MORE THAN 12.00m OF GUTTER LENGTH, AND TO BE
LOCATED AS CLOSE AS POSSABLE TO VALLEY GUTTERS. IF THE DOWNPIPE IS MORE
THAN 1.20m FROM A VALLEY, PROVISION FOR OVERFLOW ie; SLOTTED GUTTERS. TO
COMPLY WITH Part 3.5.2 NCC 2015.
WALLS ON BOUNDARIES TO COMPLY WITH RESCODE CLAUSE 54 A.11-13.
MAX AVE. HEIGHT 3.20m ON OR WITHIN 200mm OF BOUNDARY.
MIN 1.00m LIGHT COURT TO NEIGHBOURS HABITABLE WINDOW.
NO PART OF BUILDING TO ENCROACH BOUNDARY.
FLOOR LEVELS ARE DETERMINED BY ASSUMED LEVELS ADJACENT TO RESIDENCE AND
MAY BE ADJUSTED ON SITE BY BUILDER AT BUILDER'S DISCRETION.
-FFL MIN 150mm ABOVE FSL FOR SLABS.
-FLOOR LEVEL MIN 225mm ABOVE FSL OR PAVING ADJACENT TO O.R.G. (OVER FLOW
RELIEF GRATE).
-FFL MIN 400mm (NOMINAL) ABOVE FSL FOR STUMPS
-SHEET FLOORING: MIN 200mm CLEAR UNDER BEARER
-STRIP FLOORING: MIN 150mm CLEAR UNDER BEARER
-TERMITE AREAS: MIN 400mm CLEAR UNDER BEARER UNLESS METHOD OF PROTECTION
OR RELEVANT STANDARDS RECOMMEND OTHERWISE
-A MAXIMUM OF 600mm OF GRANULAR OR 300mm OF CLAY/SILT FILLING INCLUDING ANY
EXISTING FILLING MAY BE PLACED UNDER SLAB PANELS.
-REFER TO APPENDIX OF SOIL REPORT FOR CONSTRUCTION AND MAINTENANCE
REQUIREMENTS
-ALL LEVELS ARE FINISHED SURFACE LEVELS U.N.O.
-MAX 200mm FILL AT EXTERNAL DOORS
-GRADE FSL AWAY FROM RESIDENCE
RETAINING WALLS TO BE CONSTRUCTED IMMEDIATELY AFTER EXCAVATION. ALLOW
5KPa SURCHARGE ON BOUNDARY U.N.O. RETAINING WALLS TO BE CONSTRUCTED &
PROTECTION NOTICE SERVED IN ACCORDANCE WITH BUILDING ACT 1993.
OWNER/CONTRACTOR IS TO PROVIDE INSURANCE, SURVEY OF EXISTING CONDITIONS &
NEIGHBOUR'S CONSENT FOR CONSTRUCTION IN ACCORDANCE WITH ACT.
EXCAVATION TO CONNECT TO STORM WATER DRAINS VIA SILT PIT WITH GRATED COVER
BY OWNER OR CONTRACT VARIATION.
FIRE SEPARATION OF BUILDINGS ON BOUNDARY TO NCC 2015 3.7.1
ALL STRUCTURAL STEEL IS TO BE PROTECTED FROM CORROSION IN MODERATE AND
SEVERE ENVIRONMENTS IN ACCORDANCE WITH TABLE 3.4.4.2 IN NCC 2015 WALL TIES TO
BE STAINLESS STEEL, TO COMPLY WITH DURABILITY REQUIREMENTS RULE 3.4 A.S.3700.
GENERAL PURPOSE CLASS - MORTAR TO BE 1:1:6
PROTECTED CLASS (WITHIN 1KM OF SEA) - MORTAR TO BE 1:2:9
EXPOSURE CLASS - MORTAR TO BE 1: :4 .
BUILDINGS ADJACENT TO EASEMENT TO HAVE FOOTINGS DIRECTED TO A DEPTH PAST
ANGLE OF REPOSE OF PIPES AND TO HAVE FOOTING SYSTEM DESIGNED TO COMPLY
ACCORDINGLY. REFER TO ENGINEER'S DESIGN, ATTACHED DETAIL &/OR AS DIRECTED BY
LOCAL AUTHORITY.
BRICKWORK IN GABLES, OR OVER WINDOWS PROVIDE CONTINUOUS CAVITY HEAD
FLASHING TO WEEP HOLES @ 1000 MAX CTRS. BASKETBALL RINGS OR OTHER SPORTING
EQUIPMENT ARE NOT TO BE ATTACHED TO BRICKWORK OR BUILDING UNLESS DESIGNED
FOR THAT PURPOSE.
BRICKWORK TOLERANCES TO COMPLY WITH PROJECT SPECIFICATIONS AND RELEVENT
AUSTRALIAN STANDARDS.
- NON-LOAD BRICKWORK
- BED JOINTS Nominal 10mm +/- 3mm
- PERP JOINTS Nominal 10mm +/- 5mm
INCONSISTANT BRICK SIZES AND BATCHING VARIATIONS 10mm
THE DESIGN ENGINEER ADVISES THAT FLOOR TILES SHOULD NOT BE LAID ON CONCRETE
FLOORS UP TO 18 MONTHS AFTER THE SLAB HAS BEEN POURED. ANY FLOOR TILES LAID
DURING THIS PERIOD ARE DONE SO AT THE RISK OF THE OWNERS/PURCHASERS AND
ARE NOT RECOMMENDED BY THE BUILDER.
WHERE DISTANCE FROM TOILET PAN TO DOOR IS LESS THAN 1.20m THE DOOR IS TO
OPEN OUTWARDS, SLIDE OR TO BE READILY REMOVABLE FROM OUTSIDE OF THE
COMPARTMENT. THIS APPLIES TO ALL ROOMS CONTAINING A TOILET PAN.
PROTECTION OF OPENABLE WINDOWS TO BE PROVIDED IN ACCORDANCE WITH NCC 2015
3.9.2.5 WHERE THE FLOOR BELOW THE WINDOW IN A BEDROOM IS 2.00m OR MORE
ABOVE THE SURFACE BENEATH, AND THE LOWEST LEVEL OF THE WINDOW OPENING IS
LESS THAN 1.70m ABOVE THE FLOOR, MUST BE PROTECTED WITH;
- A DEVICE CAPABLE OF RESTRICTING THE WINDOW OPENING
- A SUITABLE SCREEN, NOT TO PERMIT A 125mm SPHERE TO PASS THROUGH
- RESIST AN OUTWARD HORIZONTAL ACTION OF 250 N.
ALL OH&S SAFE WORK PRACTICES & PROCEDURES MUST BE FOLLOWED & ADHERED TO,
& TO INCLUDE, BUT IS NOT LIMITED TO, ELECTRICAL LEADS TAGGED, PROTECTIVE
CLOTHING & EQUIPMENT USED, PROVISION OF COMPLETE FIRST AID KIT, & SITE KEPT
CLEAN. BUILDER TO BE SUPPLIED WITH SAFE WORK METHOD STATEMENT PRIOR TO
COMMENCEMENT ONSITE BY CONTRACTORS & SUB CONTRACTORS.
PROVIDE SITE AND WORK PLACE PROTECTION (FENCES / HOARDING /SAFETY BARRIERS
ETC) AS REQUIRED BY LOCAL AUTHORITY BY-LAWS, AND WORKSAFE PRACTICES, TO BE
PROVIDED BY OWNER OR CONTRACT VARIATION. CHEMICAL TOILET AND RUBBISH BIN
WITH LID TO BE PROVIDED DURING CONSTRUCTION WHEN REQUIRED.
LOCAL AUTHORITIES
SITE INVESTIGATION NOTES
REFER TO ENGINEERS SOIL REPORT.
SOIL CLASSIFICATION:
BRICKWORK CONTROL JOINTS
AJ
SPACED AT CENTRES AS PER SOIL REPORT &OR TN61
OR AS REQUIRED BY SITE INVESTIGATION REPORT
ARTICULATION JOINT LOCATION (PLAN OR ELEVATION)
TREE ROOT PROTECTION, WHERE REQUIRED, SHALL BE IN ACCORDANCE
WITH TN61, AND CONSTRUCTED IN ACCORDANCE WITH ENGINEER'S DESIGN.
BARRIERS ARE TO BE PROVIDED BY OWNER OR CONTRACT VARIATION.
WIND SPEED
OVER LAND DRANAGE
FLOOD PRONE
BUSHFIRE
SNOW LOADS
MAP REFERENCE:
ENERGY EFFICIENCY
SUMMARY ENERGY REPORT BY:
ENERGY EFFICIENCY DESIGN TO BE PROVIDED AS PER NCC 2015 3.12
BUILDING PERMIT APPROVAL
TO ADVISE & CONFIRM
REFER TO SITE PLAN.
TERMITE AREA
" "
-----
MELWAY 145D4
YES NO
YES
NO
N2
NO
A 07/04/16 BASIC PLAN TS
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
WAITING (27.04.2016)
1. SOIL REPORT
2. ENGINEERING SPECIFICATIONS & DETAILS
ENERGY REPORT:
Residence 1: Refer to Dwg. No 7
Residence 2: Refer to Dwg. No 7
B 27/04/16 CLIENT CHANGE TS
2. 26.82
26.91
EXIST. PALINGS 1.6m HIGH
24.73
24.70
GARAGE
DRAINAGE
EASEMENT1.83mWIDE
EXIST.PALINGS1.6mHIGH
///
S
B R
///
//////////////
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
B R
TIE8.80m
///////
27.00
DN
DN
HWSDP
HWS
DP
DDDDDDDD
SSSSSS
H
DP
DP
DP
DP
DP
DP
DP
DP
DP
PENDERAVENUE
P O R T R U S H G R O V E
26.82
26.91
EXIST. PALINGS 1.6m HIGH
24.73
24.70
GARAGE
W/B RESIDENCE
DRAINAGE
EASEMENT1.83mWIDE
EXIST.PALINGS1.6mHIGH
B R
//
/ / / / / / / / /
B R
TIE8.80m
/
27.00
DN
DN
Step Dn
690mm
Step Dn
690mm
DP
Step Dn
690mm
Step Dn
690mm
DP
DS
H
DP
DP
DP
DP
DP
DP
DP
DP
DP
RETAINING WALL
RETAINING WALL
RETAINING WALL
P O R T R U S H G R O V E
4
8
5
8
GARAGE
RES.2
LEVELS ARE ARBITRARY DATUM
SITE PLAN [1:100]
OR APPROVED PLAN OF SUBDIVISION
DIMENSIONS & LEVELS TO BE VERIFIED
BY CERTIFIED COPY OF TITLE
OR RELOCATION SURVEY
ALL LEVELS ARE TO A.H.D. U.N.O
NOTE: ALL PIPE DEPTHS ARE
APPROXIMATE. DEPTH TO BE
CONFIRMED ON SITE.
EXTENT OF EXCAVATION
ALL SITE WORKS ARE TO BE PROVIDED BY OWNER OR
BY CONTRACT VARIATION
BATTERS ARE TO BE THATCHED WITH ROCK, MESH,
MULCH OR AS DESIRED, BY OTHERS.
TREE ROOT PROTECTION, WHERE REQUIRED, SHALL
BE IN ACCORDANCE WITH TN61, AND CONSTRUCTED
IN ACCORDANCE WITH ENGINEER'S DESIGN. TO BE
PROVIDED BY OWNER OR CONTRACT VARIATION
RETAINING WALLS TO BE CONSTRUCTED IMMEDIATELY AFTER
EXCAVATION. ALLOW 5KPa SURCHARGE ON BOUNDARY U.N.O.
RETAINING WALLS TO BE CONSTRUCTED & PROTECTION NOTICE
SERVED IN ACCORDANCE WITH BUILDING CONTROL ACT 1993.
OWNER/CONTRACTOR IS TO PROVIDE INSURANCE, SURVEY OF
EXISTING CONDITIONS & NEIGHBOUR'S CONSENT FOR
CONSTRUCTION IN ACCORDANCE WITH ACT.
CUT OFF DRAINS AT BASE OF EXCAVATION TO CONNECT TO
STORM WATER DRAINS VIA SILT PIT WITH GRATED COVER BY
OWNER OR CONTRACT VARIATION
RETAINING WALLS & EXCAVATIONS
SLEEPER OR SIM. RETAINING WALL
DESIGN SURCHARGE OF 5 kpa TO BE INCLUDED
RB
TBM
A TREE TO BE REMOVED
TREE TO BE RETAINEDB
TEMPORARY BENCH MARK
MAX 1.00H
MAX 1.00H
BRICK, CONCRETE OR OTHER,
FLOOR LEVELS ARE DETERMINED BY ASSUMED LEVELS
ADJACENT TO RESIDENCE AND MAY BE ADJUSTED ON SITE BY
BUILDER AT BUILDER'S DISCRETION.
-FFL MIN 150mm ABOVE FSL FOR SLABS.
-FLOOR LEVEL MIN 225mm ABOVE FSL OR PAVING ADJACENT TO
O.R.G. (OVER FLOW RELIEF GRATE).
-FFL MIN 400mm (NOMINAL) ABOVE FSL FOR STUMPS
-SHEET FLOORING: MIN 200mm CLEAR UNDER BEARER
-STRIP FLOORING: MIN 150mm CLEAR UNDER BEARER
-TERMITE AREAS: MIN 400mm CLEAR UNDER BEARER UNLESS
METHOD OF PROTECTION OR RELEVANT STANDARDS
RECOMMEND OTHERWISE
-A MAXIMUM OF 600mm OF GRANULAR OR 300mm OF CLAY/SILT
FILLING INCLUDING ANY EXISTING FILLING MAY BE PLACED
UNDER SLAB PANELS.
-REFER TO APPENDIX OF SOIL REPORT FOR CONSTRUCTION
AND MAINTENANCE REQUIREMENTS
-ALL LEVELS ARE FINISHED SURFACE LEVELS U.N.O.
-MAX 200mm FILL AT EXTERNAL DOORS
-GRADE FSL AWAY FROM RESIDENCE
NOTES - RESCODE CLAUSE 54.
SITE DIMENSIONS TO BE VERIFIED BY TITLE
ALL LEVELS ARE TO A.H.D U.N.O.
ADVISORY NOTE: DRIVEWAY GRADES
OWNERS/CLIENTS ARE ADVISED THAT DRIVEWAY GRADIENTS
WITHIN THE PROPERTY SHOULD BE AT 1 in 5 MAXIMUM AND THAT
TRANSITIONS MAY BE REQUIRED AT CHANGE OF GRADES.
REFER TO A.S.2890 FOR DESIGN REQUIREMENTS. IF SITE
CONDITIONS REQUIRE A STEEPER GRADE THAN 1 in 5 THE
OWNERS ACKNOWLEDGE BY SIGNING THIS DRAWING THAT
VEHICLE ACCESS MAY BE COMPROMISED.
SITE AREA 724.0 HARD PAVING 64.0
BUILDING AREA 421.0 TOTAL HARD COVER 485
SITE COVERAGE 58.1 % PERMEABLE AREA 33.0 %
RESIDENCE
PROPOSED
SITE PLAN [1:500]
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A2
2
15-0478 ..B
TS
GFL 26.63
DRIVEWAY
RES.1 GARAGE
GFL 26.63
FENCES RAISED TO 1.80 ABOVE F.S.L. BY OWNER GATE 1m SETBACK FENCING
EASEMENT
1.8mHEIGHTFENCINGSHARE
BETWEENRESIDENCE1&2
GATE 1m SETBACK FENCING
DRIVEWAY
PITCH ROOF
PITCH ROOF
PITCH ROOF
PITCH ROOF
FFL 26.80
FFL 26.11
FFL 25.25
FFL 25.25
FFL 26.11
FFL 26.80
LOT 138
No.19
LOT 137
No.17
No.35
L'BOX
L'BOX
PROPOSED
CROSSOVER
PROPOSED
CROSSOVER
85mto
Ti-treeGrove
APPROX.
FALL
FALL
NORTH
DN
DNDN
DN
DN
DN
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
5720
1830
4045
LOT 136
No.15
PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
MAR 2016
1000
1000
8200
1000
1470
1120
1470
18251470
5125
1470
1470
1120
1470
1000
2525
2525
14705090
14705090
6580
5980
FENCESRAISEDTO1.80ABOVEF.S.L.BYOWNER
7600
SITE PLAN
FFL 25.42
FFL 25.42
A5. SITE COVERAGE STATISTICS
SITE AREA 724.6 HARD PAVING 68.0
BUILDING AREA 460.3 TOTAL HARD COVER 528.3
SITE COVERAGE 63.5 % PERMEABLE AREA 27.1 %
RETAINING WALL
RETAINING WALL
PITCH ROOF
PITCH ROOF
3. 1 2 3 41 2 3 4
1000x
1000
900x
900
Step Dn
690mm
Step Dn
170mm
Step Dn
StepDn
Step Dn
690mm
ss
wm
ss
A.H.
ref
ubo
r'hood
o'hds hp
S.A.
S.A.
FUSE
BOX
HWSTAP
DPDP AJ
AJ
AJ
AJ
AJ
AJ
1 2 3 41 2 3 4
Step Dn
690mm
StepDn
Step Dn
690mm S.A.
A 7B 7
DP
G
METER
BOXAJ
AJ
C 8
NBN
DP
S/L S/L
S/L
S/L
S/L
S/L
DP
S/L
A 7B 7C 8
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
PLAN R1
3
15-0478 ..B
MAR 2016
TS
LOCALLY FILL AROUND DOORWAYS TO
AVOID NEED FOR STEPS GRADE SOIL
AWAY FROM HOUSE. STEPS TO BE
DETERMINED ONSITE BY VARIATION
AS REQUIRED. PROVIDE MAX 190 RISER
MAX FILL 200mm AT EXTERNAL DOOR
REMOVABLE HINGES REFER TO GEN. NOTES
MECHANICAL VENT TO
WC NOTE: WC DOORS TO HAVE REMOVABLE
RESIDENCE: 167.0 18.0sq
GARAGE: 38.9 4.2sq
PORCH: 4.6 0.5sq
OUTDOOR LIVING: 13.3 1.4sq
TOTAL: 223.8 24.1sq
FLOOR PLAN (RES - 1) 1:100
GFL 26.63
FFL 26.80FFL 26.11FFL 25.42
FFL 25.25
240
4100
90
1660
90 3900 90 3020 90 3010 90 905850
240
3600
240
2560
2406120 6000
2730470
3200
240
3170
90
510
90
2580
240
393090
1470
90
510
350
2405550
90
92090
1070370
8330
690
2120909703170240
90258090510
90
1710
90
2100
230
90
9930 6600 3300 6470 1620
31120
470 2730 240 5850 90
1710 90 2100
90
1920 90 1010
90
1010 90 1910
90
1110
90
2400
90 2560 90 2990 240
350
1150 4703900 3020 3010 3600
3200 25950 1970
770CSD
SLIDERS
ROBE
SLIDERS
ROBE
820
820
720
720
770CSD
SLIDERS
LIN / BR
4701820
350
2640
BI-PARTINGSLD
bt
3000
900
1330600
v
wc
wc
shw
vb
dw
bt
shw
plasterboard lining
plasterboardlining
BEAMREFERTOENGINEERSDESIGN.
140x45F17BEAM
*refeng.spec.
470x470mm
BRICKPIER
470 x 350mm
BRICK PIER
4704820740
GARAGEOPENING
BULKHEAD
BULKHEAD
BULKHEADBULKHEAD
BULKHEAD
BULKHEAD
720
820
SELECTED PAVING
BEAM TO ENG. DESIGN
BEAMTOENG.DESIGN
3703570901455902045240
52852575350
10101160
1070
470
NORTH
TRENCH GRATE
31120
820
820
820
870CSD
REFER TO DETAIL '1'
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
1070
230
FRL: 60/60/60
Rw+Ctr=50FRL: 60/60/60 FRL: 60/60/60
FRL: 60/60/60Rw+Ctr=50FRL: 60/60/60
vb
bath
FFL 25.42 FFL 26.11 FFL 26.80
600
600
600 600
OPENING
1400
2100
OPENING
1100
OPENING
970
350
350
600
690 x 350mm
BRICK PIER
470 x 470mm
BRICK PIER
3220
4740
FRL: 60/60/60
ELEVATION
D
C
A
B
NOTE: DOUBLE GLAZING
WINDOW AS REQUIRED AS
PER ENERGY REPORT.*
* * * *
900
350
230230
350
370
830 350830 350
STUDY NOOK
4. 1 2 3 41 2 3 4
Step Dn
690mm
Step Dn
690mm S.A.
1 2 3 41 2 3 4
1000x
1000
900x
900
Step Dn
690mm
Step Dn
170mm
Step Dn
StepDn
Step Dn
690mm
ss
wm
ss
ref
ubo r'hood
o'hds
hp
S.A.
FUSE
BOX
HWS
TAP
DP
DP
DP
AJ
AJ
AJ
AJ
AJ
AJ
A 7B
DP
G
METER
BOX
S.A.
7C 8
AJ
AJ350
CEILING
NBN
S/L
S/L S/L
S/L
S/L
S/L
DP
S/L
A 7B 7C 8
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
PLAN R2
4
15-0478 ..B
MAR 2016
TS
LOCALLY FILL AROUND DOORWAYS TO
AVOID NEED FOR STEPS GRADE SOIL
AWAY FROM HOUSE. STEPS TO BE
DETERMINED ONSITE BY VARIATION
AS REQUIRED. PROVIDE MAX 190 RISER
MAX FILL 200mm AT EXTERNAL DOOR
REMOVABLE HINGES REFER TO GEN. NOTES
MECHANICAL VENT TO
WC NOTE: WC DOORS TO HAVE REMOVABLE
RESIDENCE: 167.0 18.0sq
GARAGE: 38.9 4.2sq
PORCH: 4.6 0.5sq
OUTDOOR LIVING: 16.3 1.8sq
TOTAL: 226.8 24.4sq
FLOOR PLAN (RES - 2) 1:100
GFL 26.63
FFL 26.80FFL 26.11FFL 25.42
FFL 25.25
240
4100 90 1660
90
3900
90
3020 90 3010 90 905850
240
3600
240
2560
240
6120 6000
2600
240
3170
90
510
90
2580
2403930901470
90
510350
2405550
90
92090
1070370
8330
2120909703170240
90258090510
90
1710
90
2100
230
90 2990 240 1500 470
9930 6600 3300 6470 1620
30520
470
2130
240
5850
90
1710
90
2100
90
1920
90
1010
90
1010
90
1910
90
1110
90
2400
90
2560
90
2990
240 350
1150 4703900 3020 3010 3600
2600 25950 1970
770CSD SLIDERS
ROBE
SLIDERS
ROBE
820
820
720
720
770CSD
SLIDERS
ROBE
4701700350
2520
BI-PARTINGSLD
bt
3000
1330600
v
wc
wc
shw
vb
dw
bt
shw
plasterboard lining
plasterboardlining
BEAMREFERTOENGINEERSDESIGN.
140x45F17BEAM
*refeng.spec.
470x470mm
BRICKPIER
470 x 350mm
BRICK PIER
4704820740
GARAGEOPENING
BULKHEAD
BULKHEAD
BULKHEADBULKHEAD
BULKHEAD
BULKHEAD
720
820
SELECTED PAVING
DESIGN
BEAMTOENG.DESIGN
3703570901455902045240
52852575350
NORTH
TRENCHGRATE
820
820
820
870CSD
REFER TO DETAIL '1'
820
900
690
230
FRL: 60/60/60 Rw+Ctr=50FRL: 60/60/60 FRL: 60/60/60
10101160
1070
1070
AREAS
FFL 25.42
Rw+Ctr=50FRL: 60/60/60
FFL 26.11 FFL 26.80
1400
2100
OPENING
OPENING
OPENING
600
600
600
350
350
470
600
1100
3220600
600 4740
FRL: 60/60/60
FRL: 60/60/60
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
ELEVATION
D
C
A
B
NOTE: DOUBLE GLAZING
WINDOW AS REQUIRED AS
PER ENERGY REPORT.*
230
230
690 x 350mm
BRICK PIER
900
370
bath
350
830 830 350
BEAM TO ENG.
470 x 470mm
BRICK PIER
ROOFLINEABOVE
ROOFLINEABOVE
470
STUDY NOOK
970
5. DF181818181818
1826
DF
AJ
AJ
AJ
AJ
AJ
DF
1818
1818
1818 1826 DF
AJ
AJ AJ
AJ AJ
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
ELEVATIONS
5
15-0478 ..B
MAR 2016
TS
FCL: 29.50
FFL: 25.42
FCL: 28.12
2700
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
PROPOSED DRIVEWAY
GROUND LEVEL
R1
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
FACE BRICKWORK
IN SELECTED FINISH
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
FFL: 26.80
1.8m HEIGHT FENCING WITH 1m
SETBACK FROM FRONT ELEVATION
( RESIDENCE 1)
NGL
DRIVEWAY RESIDENCE 1
SELECTED PAVING
4030
690
1380
1330
1180
FFL: 25.42
2700
2700
2700
1000
170
690
170
170480
GFL: 26.63
1.8m HEIGHT FENCING
SHARE BETWEEN
RESIDENCE 1 & 2
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
SELECTED KLIP-LOK ROOFS
REF TO PROJECT SPEC.
R2
NGL
FFL: 25.42
FCL: 28.12
2700
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
FFL: 26.80
FCL: 29.50
DRIVEWAY RESIDENCE 2
SELECTED PAVING
600
885
600
480
2700
2700
2700
170
1265
1135
GFL: 26.63
170
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
1.8m HEIGHT FENCING
SHARE BETWEEN
RESIDENCE 1 & 2
1.8m HEIGHT FENCING WITH 1m
SETBACK FROM FRONT ELEVATION
( RESIDENCE 2)
TITLEBOUNDARY
TITLEBOUNDARY
RETAINING WALL
REF TO PROJECT SPEC
FFL: 26.11
FFL: 26.11
FFL: 25.42
ELEVATION A
SCALE 1:100
ELEVATION C
SCALE 1:100
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
ELEVATION
D
C
A
B
2530
2180
2180
1.8m HEIGHT FENCING
1.8m HEIGHT FENCING
1.0m HEIGHT FENCING
1.0m HEIGHT FENCING
RETAINING WALL
REF TO PROJECT SPEC.
FFL: 25.25
6. DF
CL
DF2107 2107
AJ AJAJAJ
26.82
CL
1809 18092136 SL/D 2136 SL/D
AJAJ
EXTENT & NUMBER OF STEPS, LANDINGS &
HANDRAILS TO BE DETERMINED ONSITE BY
CONTRACT VARIATION AS REQUIRED.
CEILING HEIGHTS ARE FLOOR TO CEILING
FINISHED SURFACES. BUILDERS ARE TO ADJUST
WALL HEIGHTS TO ALLOW FOR FLOOR
COVERINGS & TOLERANCES.
ALL FINISHED FLOOR & SURFACE LEVELS REFER
TO SITE PLAN. ONLY TO BE VARIED AT BUILDERS
DISCRETION.
DO NOT SCALE OFF DRAWINGS., USE FIGURED
DIMENSIONS ONLY. CONTRACTORS SHALL
CHECK AND VERIFY ALL LEVELS & DIMENSIONS
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ALL WINDOW SIZES ARE NOMINAL ONLY, HEIGHT
& WIDTH DIMENSIONS ARE TO BE CONFIRMED
PRIOR TO ORDERING WITH REGARD TO FRAME
OPENING SIZES, CLEARANCE FOR WINDOW
MOULDINGS, FLASHINGS TO LOWER ROOF ETC.
ARTICULATION JOINTS ARE TO BE LOCATED IN
ACCORDANCE WITH TECHNICAL NOTES, AND TO
THE SATISFACTION OF THE GEOTECHNICAL,
STRUCTURAL ENGINEER & BUILDING SURVEYOR.
GARAGE DOORS NOMINAL SIZE.
REFER TO SPECIFICATION FOR TYPE & STYLE.
GARAGE DOORS SIZES ARE TO BE SITE
MEASURED PRIOR TO INSTILLATION.
REMOTE CONTROL UNITS U.N.O. ARE TO BE
PROVIDED BY CONTRACT VARIATION.
QUOINING AS DRAWN IS FOR ILLUSTRATION
PURPOSES ONLY AND MAY BE VARIED ONSITE
TO WORK BRICK BOND. THE BUILDER RESERVES
THE RIGHT TO ALTER BRICK QUOINING & BANDS
AT HIS SOLE DISCRETION.
*
*
*
*
*
*
*
ALL SECOND STOREY EXTERNAL PLUMBING,
DRAIN PIPES TO BE CONCEALED.
LOCALLY FILL AROUND DOORWAYS TO AVOID
THE NEED FOR STEPS.
GRADE SOIL AWAY FROM HOUSE TOWARDS
DRAINS.
*
*
*
*
ELEVATION NOTES
CAVITY FLASHING & WEEP HOLES ABOVE ALL
OPENINGS IN BRICKWORK
*
EACH DOWNPIPE NOT TO SERVE MORE THAN
12.00m OF GUTTER LENGTH, AND TO BE LOCATED
AS CLOSE AS POSSABLE TO VALLEY GUTTERS. IF
THE DOWNPIPE IS MORE THAN 1.20m FROM A
VALLEY, PROVISION FOR OVERFLOW ie; SLOTTED
GUTTERS. TO COMPLY WITH Part 3.5.2 NCC 2015
2013.
*
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
ELEVATIONS
6
15-0478 ..B
MAR 2016
TS
NEW DRIVEWAY &
CROSSOVER
PANEL LIFT DOOR
GFL 26.63
PANEL LIFT DOOR
NGL: 26.82
R2
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
R1
RENDER2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
FACE BRICKWORK
IN SELECTED FINISH
PROPOSED DRIVEWAY
GROUND LEVEL
GFL 26.63
FRONT DOOR (R1) FRONT DOOR (R2)
FCL: 29.50FCL: 29.50
FFL: 26.80
1.5m HEIGHT FENCING
SHARE BETWEEN
RESIDENCE 1 & 2
FIXFIX
FFL: 26.80
R1
DENOTES SHARED
PARTIWALL
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
2700
2700
2700
RENDER 1, RENDERED
FINISH TO BRICKWORK.
REF TO PROJECT SPEC.
R2
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
FFL: 25.42
FFL: 26.11
FFL: 26.80
NGL NGL
NGL: 24.70 NGL: 24.73
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING
PAINT FINISH AS SELECTED
TIMBER DECK
FCL: 29.50
FCL: 28.81
FCL: 28.12
FCL: 29.50
FCL: 28.81
FCL: 28.12
FFL: 25.42
FFL: 26.11
FFL: 26.80
550
TITLEBOUNDARY
TITLEBOUNDARY
TITLEBOUNDARY
TITLEBOUNDARY
TIMBER DECK
270000
ELEVATION B
SCALE 1:100
ELEVATION D
SCALE 1:100
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
ELEVATION
D
C
A
B
2700
1000 1000
1000 1000
470
350
470
350
RENDER2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED SELECTED KLIP-LOK
REF TO PROJECT SPEC.
7. GARAGE
FOYER
FCL
GFL
GARAGE
FCL
FFL
FOYER
FFL: 26.63
CL
FFL: 26.80 FFL: 26.80 FFL: 26.63
CORRDIO
FCL
FFL
RES.1RES.2
CORRDIO
BED 3 BED 3
ENS ENS
FFL: 26.11 FFL: 26.11
CL
FCL
FFL
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
SECTIONS
7
15-0478 ..B
MAR 2016
TS
SECTION A-A 1:100
SECTION B-B 1:100
SELECTED KLIP-LOK ROOFS
ON TIMBER
TRUSSES TO
MANUFACTURERS
DESIGN & SPECIFICATION
SELECTED KLIP-LOK
ON
TIMBER TRUSSES TO
MANUFACTURERS
DESIGN &
SPECIFICATION
TITLEBOUNDARY
2870
2700
TITLEBOUNDARY
170
TITLEBOUNDARY
TITLEBOUNDARY
2700
R.C. SLAB ON GROUND
*REFER TO ENGINEERS DESIGN
AND SPECIFICATION
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
R.C. SLAB ON GROUND
*REFER TO ENGINEERS DESIGN
AND SPECIFICATION
R2R1
R2R1
FLASHING
AS REQUIRED
FLASHING
AS REQUIRED
170
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
2700
1000
1000
FILL
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
1120
1120
SHAUN CLIFTON VIC/BDAV/11/0221
ACCREDITED THERMAL PERFORMANCE ASSESOR -
REPORT NO: 15-0478-R1-DA 6.0 STARS
SHAUN CLIFTON VIC/BDAV/11/0221
ACCREDITED THERMAL PERFORMANCE ASSESOR -
REPORT NO: 15-0478-R2-DA 6.5 STARS
FLOOR CONSTRUCTION:
WALL CONSTRUCTION:
WALL INSULATION:
WINDOW TYPE:
WINDOW MANUFACTURER:
ROOF CLADDING:
EAVES & AWNINGS:
CEILING INSULATION:
WEATHER STRIPS:
DOOR SEALS:
EXHAUST FANS:
GAPS & CRACKS:
FLOOR COVERINGS:
CARPETS:
FLOOR TILING:
VINYL FLOORING:
TIMBER FLOORING:
SOLAR HOT WATER:
RAIN WATER TANK:
CONCRETE SLAB.
BRICK VENEER
R 2.0 INSULATION
ALUMINIUM TIMBER - AWNING - SLIDING
T.B.A (ALUMINIUM IMPROVED)
METAL WITH SISILATION
REFER TO PLAN
R 5.0 BULK INSULATION
TO ALL EXTERNAL DOORS
HOUSE TO GARAGE
TO HAVE SELF CLOSING LOUVERS
SEALED WITH IMPERMEABLE BARRIER (LAP AND
TAPE SISILATION AT ALL JOINTS, OPENINGS AND
PENETRATIONS)
LOUNGE, BED ROOMS, PASSAGES, MEALS, FAMILY
BATH, ENS, LDY, P'TRY, KITCHEN,
T.B.A.
T.B.A.
T.B.A.
T.B.A.
FLOOR CONSTRUCTION:
WALL CONSTRUCTION:
WALL INSULATION:
WINDOW TYPE:
WINDOW MANUFACTURER:
ROOF CLADDING:
EAVES & AWNINGS:
CEILING INSULATION:
WEATHER STRIPS:
DOOR SEALS:
EXHAUST FANS:
GAPS & CRACKS:
FLOOR COVERINGS:
CARPETS:
FLOOR TILING:
VINYL FLOORING:
TIMBER FLOORING:
SOLAR HOT WATER:
RAIN WATER TANK:
CONCRETE SLAB.
BRICK VENEER
R 2.0 INSULATION
ALUMINIUM TIMBER - AWNING - SLIDING
T.B.A (ALUMINIUM IMPROVED)
METAL WITH SISILATION
REFER TO PLAN
R 5.0 BULK INSULATION
TO ALL EXTERNAL DOORS
HOUSE TO GARAGE
TO HAVE SELF CLOSING LOUVERS
SEALED WITH IMPERMEABLE BARRIER (LAP AND
TAPE SISILATION AT ALL JOINTS, OPENINGS AND
PENETRATIONS)
LOUNGE, BED ROOMS, PASSAGES, MEALS, FAMILY
BATH, ENS, LDY, P'TRY, KITCHEN,
T.B.A.
T.B.A.
T.B.A.
T.B.A.
DOUBLE GLAZING REFER TO ENERGY REPORT
Rw+Ctr=50
FRL:60/60/60
Rw+Ctr=50
FRL:60/60/60
Rw+Ctr=50
FRL:60/60/60
Rw+Ctr=50
FRL:60/60/60
Shaun Clifton VIC/BDAV/11/0221
HOUSE
NATIONWIDE
single-dwelling rating
multi-unit development (attach listing of ratings)
Energy RatingENERGY RATING SCHEME
Recessed downlights confirmation:
Assessor Name/Number
Assessor Signature
Rated with Rated without
stars
heating
cooling
Date
109.0
14/04/2016
6.0
14.7
Shaun Clifton VIC/BDAV/11/0221
HOUSE
NATIONWIDE
single-dwelling rating
multi-unit development (attach listing of ratings)
Energy RatingENERGY RATING SCHEME
Recessed downlights confirmation:
Assessor Name/Number
Assessor Signature
Rated with Rated without
stars
heating
cooling
Date
89.3
14/04/2016
6.5
17.1
RETAINING WALL
REF TO PROJECT SPEC
FILL
RETAINING WALL
REF TO PROJECT SPEC
8. FCL
FFL
KITCHEN
FFL: 25.42
FCL
FFL
MEALS
FAMILY
KITCHEN
FFL: 25.42
MEALS
FAMILY
CL
350mm NOM.
PACKERS TO BOX GUTTER
AS REQUIRED TO ACHIVE
MIN. 1:100 FALL
REF. PROJECT SPECS.
ROOFING MATERIAL,
REF. PROJECT SPECS.
CAPPING /
FLASHING
AS REQUIRED
BOXGUTTER
150MIN
190X35 F5 T/P ROOF
BEAMS @600 C/S
REF. PROJECT SPECS.
BOX GUTTER
CAPPING / FLASHING
AS REQUIRED
FIRE SEPERATE
BRICK WALL
FRL 60/60/60
100MIN
190X35 F5 T/P ROOF
BEAMS @600 C/S
FIRE SEPERATE
BRICK WALL
FRL 60/60/60
190X35 F5 T/P ROOF
BEAMS @600 C/S
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
TIMBER LINTEL SIZE
REFER TO FLOOR PLAN
STANDARD GARAGE BRICK RETURN DETAIL
DETAIL '1' 1:20
GARAGE DOOR
(PANEL LIFT)
240
230
FCL
1.83m WIDE EASEMENT
1830
900
1000
STORM WATER PIPE
SEWER PIPE
760
STORMWATERPIPE
1380
SEWERPIPE
2525
FFL: 25.25
240 x 45
HYSPAN
NGL: 24.60
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
TITLEBOUNDARY
OUTDOORLIVING
SELECTED PAVING
1625
1525
FCL
REDUCING BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF BEAMS @600 C/S
PORCH
SELECTED
300mm NOM.
600 X 600 x 500 MIN DEEP CONCRETE
PAD FOOTING AS PER SOIL REPORT.
PAVING
BOX GUTTER
CAPPING /
FLASHING
AS REQUIRED
PACKERS TO BOX GUTTER
AS REQUIRED TO ACHIVE
MIN. 1:100 FALL
REF. PROJECT SPECS.
BOXGUTTER
150MIN
190X35 F5 T/P ROOF
BEAMS @600 C/S
REF. PROJECT SPECS.
FOYER
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
SECTIONS
8
15-0478 ..B
MAR 2016
TS
SECTION C-C 1:100
TITLEBOUNDARY
TITLEBOUNDARY
R.C. SLAB ON GROUND
*REFER TO ENGINEERS DESIGN
AND SPECIFICATION
R2R1
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
1470
BULKHEAD
600 600
BULKHEAD
2700
2450
2450
1470
2700
Rw+Ctr=50
FRL:60/60/60
Rw+Ctr=50
FRL:60/60/60
9. 1 2 3 41 2 3 4
1000x
1000
900x
900
Step Dn
690mm
Step Dn
170mm
Step Dn
StepDn
Step Dn
690mm
ss
wm
ss
A.H.
ref
ubo
r'hood
o'hds hp
S.A.
S.A.
FUSE
BOX
HWSTAP
1 2 3 41 2 3 4
1000x
1000
900x
900
Step Dn
690mm
Step Dn
170mm
Step Dn
StepDn
Step Dn
690mm
ss
wm
ss
ref
ubo r'hood
o'hds
hp
S.A.
FUSE
BOX
HWS
TAP
TV
TV
WP
WP
G
METER
BOX
G
METER
BOX
S.A.
TV
TV
D
D
TV
TV
CEILING
CEILING
T
NBN
NBN
T
S/L S/L
S/L
S/L
S/L
S/L S/L
S/L
S/L
S/L
T
T
S/L
S/L
LIGHT SWITCHES
TO BE CONFIRMED
ON SITE.
LIGHTING PLAN [1:100]
EXHAUST FAN
DATA POINT
LIGHT POINT FOR DUCTED HEATER
TELEVISION COAXIAL POINT
DUCTED COOLING POINT
TELEPHONE POINT
IN CEILING
DUCTED HEATING POINT
DOUBLE POWER POINT AND SINGLE
TV
T
SINGLE GPO - 300mm
OTHER OUTLETS & FITTINGS
VAC PAN
VACUM OUTLET (HOSE LENGTH 12m)
CENTRAL VACUM MOTOR
FAN LIGHT (4)
SMOKE ALARM
S.A.
VO
VM
IXL TASTIC OR SIM
LIGHT FITTINGS SWITCHES
THREE WAY SWITCH
TWO WAY SWITCH
DIMMER SWITCH
DOUBLE GPO - 300mm
POWER OUTLETS
REFER TO SPECIFICATIONS FOR INCLUSIONS SYMBOLS MAY VARY & NOT BE APPLICABLE TO THIS PROJECT
ELECTRICAL SCHEDULE
CAPPED GAS POINTG
SINGLE GPO - 1100mm
SINGLE GPO - 1350mm
SINGLE GPO - EXTERNALWP
DOUBLE GPO - 1100mm
DOUBLE GPO - 1350mm
SINGLE GPO - DISHWASHERD
SINGLE GPO - MICROWAVEM
DOUBLE GPO - EXTERNALWP
LINEAR FLUORESCENT -
SPECIAL PENDANT LIGHT - ENERGY GLOBES
INCANDESCENT WALL LIGHT
EXTERNAL SECURITY
EXTERNAL FLOOD LIGHT -
INDICATION OF WALL
LOW VOLTAGE DOWNLIGHT -
LOW VOLTAGE WALL LIGHT
LIGHT POINT (BATTEN HOLDER)
DOWNLIGHT - 14 / 18watt ENERGY GLOBES or
JB JUNCTION BOX
CEILING FAN WITH LIGHT
14watt COMPACT FLUROS (NON DIMMABLE)
LED LIGHTS - 9 / 11 / 16watt (DIMMABLE)
14 / 18watt ENERGY GLOBES
(50mm CLEARANCE)
(200mm CLEARANCE)
ELECTRICAL / ARTIFICIAL
ARTIFICIAL LIGHTING AROUND THE
PERIMETER OF A BUILDING MUST -
(i) BE CONTROLLED BY DAYLIGHT SENSOR; OR
(ii) HAVE AN AVERAGE LIGHT SOURCE EFFICACY
OF NOT LESS THAN 40 LUMENS/W
BCA 3.12.5.5 (d)
BUILDING SEALING & PENETRATION SEALING
TO BCA 3.12.3
BCA 3.12.3
PROVIDE THERMAL BREAK AS PER BCA 3.12.1.2 (c)
(IF APPLICABLE)
BCA 3.12.1.2 (c)
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
ELEC.& LIGHTING PLAN
9
15-0478 ..B
MAR 2016
TS
WHEN TWO OR MORE ARE REQUIRED SENSORS MUST BE
INTERCONNECTED AS PER NCC 2015 2014 3.7.2
50watt (200mm CLEARANCE)
120watt or 40watt LED
30watt or 18watt LED
LIGHT WITH SENSOR
LIGHT HEIGHT
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
NATIONAL BROADBAND NETWORK
NBN
NORTH