This report summarizes the completion of stucco installation on a guest house and main residence. PVC accessories and lath were installed on all walls and arches according to standards. A soft adobe texture was applied. While most areas were completed as planned, the front entry arches required remediation due to framing issues. Proper sealing is still needed at interfaces between materials to prevent water intrusion. Photographs document the process and completed work.
This design and access statement proposes renovations and an extension to a two bedroom home. The plans include converting the attic into a third bedroom and bathroom. It also proposes a 4 meter rear extension to accommodate an expanded kitchen and dining area. The statement addresses planning considerations like impact on neighbors, justification for exceeding permitted development limits, and materials to match the existing home. It aims to increase the quality and choice of housing while enhancing the residential environment.
SAFHE/CEASA 2011 - Open Building for Healthcare Facilities: Lessons from the ...SA FHE
Amira Osman presents lessons learned from the construction of the INO Hospital in Bern, Switzerland using "open building" practices. Presented at the SAFHE/CEASA 2011 conference in Johannesburg, South Africa.
The document describes the construction of a building with a varying pattern of external wall cladding and a vaulted concrete ceiling achieving a 17 meter span. It details the roof structure which includes a roof and rafter frame work sitting above a reinforced concrete post and beam system and vaulted ceiling. Parametric Revit families were created for the corrugated roof sheeting and altar seats to allow flexibility in dimensions and materials.
The document discusses Habitat for Humanity Montgomery County's existing home retrofit project to renovate 12 older homes in a cost effective manner while improving energy efficiency. Key recommendations included air sealing, adding wall insulation, replacing windows, and evaluating HVAC systems. Testing found average source energy savings of 27% and HERS index reductions. Challenges included assessing older, unique home features and coordinating volunteer work. Further development of assessment and air sealing procedures was needed.
This visual dictionary provides concise summaries and photographs of construction terms across multiple categories. Key terms summarized include types of ventilation like soffit vents, types of building materials like brick bonds and sizes, mechanical systems like heat pumps, and construction elements like framing, plumbing, roofing, and windows. For each term, the summary provides a brief definition and relevant photograph for quick visual reference.
F.A.R., Ground Coverage and Height Permissible as per Bye LawsAr. Md Shahroz Alam
The document discusses various strategies adopted by architects in Delhi to maximize building height within the restrictions of local building bye-laws, including maximizing ground coverage, optimizing floor area of upper floors, and manipulating building form. Specific examples discussed include the MCD Civic Centre, Hansalya Bhawan, Statesman House, and Gopaldas Bhawan buildings in Delhi, which employ techniques like a central void, terraces, and curved or angled forms.
The document summarizes a student project to design and construct a 1:5 scale model of a temporary bus shelter. It includes an introduction outlining the project requirements. The design considerations section discusses factors like weather resistance, stability, ergonomics and material suitability. Orthographic drawings and photos of the construction process are provided. Construction details show connections between structural elements. A design analysis section rationalizes design choices. Finally, the skeletal frame members of the bus shelter are listed.
The document discusses different types of building core configurations and their advantages and disadvantages. The main types are:
- Central core - Located in the center, allows all windows to be used as office space but limits office depth. Requires perimeter access corridor.
- Off-center core - Provides more flexibility but some offices further from core. Long access corridor required.
- Exterior core - Leaves entire floor for tenant use but core takes up desirable window space.
- Double core - Placed on east and west sides for buffer zones and natural ventilation. Provides more flexibility in floor plan layout. More costly for smaller buildings.
This design and access statement proposes renovations and an extension to a two bedroom home. The plans include converting the attic into a third bedroom and bathroom. It also proposes a 4 meter rear extension to accommodate an expanded kitchen and dining area. The statement addresses planning considerations like impact on neighbors, justification for exceeding permitted development limits, and materials to match the existing home. It aims to increase the quality and choice of housing while enhancing the residential environment.
SAFHE/CEASA 2011 - Open Building for Healthcare Facilities: Lessons from the ...SA FHE
Amira Osman presents lessons learned from the construction of the INO Hospital in Bern, Switzerland using "open building" practices. Presented at the SAFHE/CEASA 2011 conference in Johannesburg, South Africa.
The document describes the construction of a building with a varying pattern of external wall cladding and a vaulted concrete ceiling achieving a 17 meter span. It details the roof structure which includes a roof and rafter frame work sitting above a reinforced concrete post and beam system and vaulted ceiling. Parametric Revit families were created for the corrugated roof sheeting and altar seats to allow flexibility in dimensions and materials.
The document discusses Habitat for Humanity Montgomery County's existing home retrofit project to renovate 12 older homes in a cost effective manner while improving energy efficiency. Key recommendations included air sealing, adding wall insulation, replacing windows, and evaluating HVAC systems. Testing found average source energy savings of 27% and HERS index reductions. Challenges included assessing older, unique home features and coordinating volunteer work. Further development of assessment and air sealing procedures was needed.
This visual dictionary provides concise summaries and photographs of construction terms across multiple categories. Key terms summarized include types of ventilation like soffit vents, types of building materials like brick bonds and sizes, mechanical systems like heat pumps, and construction elements like framing, plumbing, roofing, and windows. For each term, the summary provides a brief definition and relevant photograph for quick visual reference.
F.A.R., Ground Coverage and Height Permissible as per Bye LawsAr. Md Shahroz Alam
The document discusses various strategies adopted by architects in Delhi to maximize building height within the restrictions of local building bye-laws, including maximizing ground coverage, optimizing floor area of upper floors, and manipulating building form. Specific examples discussed include the MCD Civic Centre, Hansalya Bhawan, Statesman House, and Gopaldas Bhawan buildings in Delhi, which employ techniques like a central void, terraces, and curved or angled forms.
The document summarizes a student project to design and construct a 1:5 scale model of a temporary bus shelter. It includes an introduction outlining the project requirements. The design considerations section discusses factors like weather resistance, stability, ergonomics and material suitability. Orthographic drawings and photos of the construction process are provided. Construction details show connections between structural elements. A design analysis section rationalizes design choices. Finally, the skeletal frame members of the bus shelter are listed.
The document discusses different types of building core configurations and their advantages and disadvantages. The main types are:
- Central core - Located in the center, allows all windows to be used as office space but limits office depth. Requires perimeter access corridor.
- Off-center core - Provides more flexibility but some offices further from core. Long access corridor required.
- Exterior core - Leaves entire floor for tenant use but core takes up desirable window space.
- Double core - Placed on east and west sides for buffer zones and natural ventilation. Provides more flexibility in floor plan layout. More costly for smaller buildings.
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGSMohd Danish
1) The document provides simplified guidelines for constructing masonry buildings in India's Seismic Zone IV to make them earthquake resistant.
2) Key elements for earthquake safety include using good cement mortar, adding horizontal seismic bands at various building levels, and vertical reinforcement bars in walls, around openings and at corners.
3) Recommendations are given for the size and spacing of reinforcement based on the building type and number of stories. Proper techniques are needed to embed the reinforcement in brickwork.
The vision for Trinity at Alkimos is intimate and people focussed, rather than vast and anonymous. Contemporary and diverse, rather than suburban and bland. Natural and undulating, not flat and formal.
The residential developments will be seamlessly integrated with retail and commercial buildings so that the community has a vibrant heart.
There’ll be a diverse mix of homesite sizes and housing types to cater for people at all stages of their lives – from young individuals, couples and growing families through to retirees.
Trinity’s design guidelines suggest contemporary styles and materials which complement the environment.
The Valley Village is the first village to be released at Trinity. The village has been named ‘Agora’ which is the name given by ancient Greeks to the public square or a market place of a city.
Agora is located on the eastern side of Trinity featuring natural bushland which adjoins nearby Neerabup National Park. Its protected valley of Tuart and Jarrah trees is home to many bird species and comes alive with wildflowers in Spring.
The Design Guidelines are intended to provide you with all the information that you require in order to successfully design your home at ‘Agora’ in Trinity.
For more information, visit http://www.lwppropertygroup.com.au
Major kind of byelaws according to the project are listed. 1. General Building Byelaws 2. Residential Building Byelaws 3. Commercial Building Byelaws 4. Industrial Building Byelaws
Concrete society award 2007 -Hilton hotelDave Deakin
The Beetham Hilton Tower in Manchester, UK is:
- The tallest concrete frame ever constructed in the UK at 47 stories and over 170m tall.
- A mixed-use development containing a 279-room Hilton hotel, public bar, and 219 apartments housed within the tower.
- Constructed with a reinforced concrete frame using post-tensioned slabs to allow for minimal floor depths and maximize space, and features exposed elliptical concrete columns in the lobby.
This document provides an architectural assessment and renovation plan for a historic Craftsman-style home built circa 1925. It analyzes the home's original design features and later modifications. The renovation aims to restore original elements, improve functionality, and convert the home into a duplex while respecting its historic character. Key aspects include replacing the front door; renovating the living room, kitchen and dining room; restoring original windows; and modifying the rear entrance to serve as the second unit's entryway.
This document provides an overview of building bye laws in India. It discusses that building construction varies by region depending on factors like materials, labor, and weather. Bye laws establish rules and regulations to maintain proper ventilation, privacy, and safety between neighbors. They define restrictions on building construction set by local authorities regarding setbacks, open spaces, heights, and more. The objectives are to allow orderly development while protecting safety, providing efficient use of space, and ensuring occupant health and comfort. Various terms and requirements related to setbacks, heights, room sizes, floor area ratios, and lighting/ventilation are also outlined.
This document discusses building design and building bye-laws. It provides guidelines for proper building design including setting minimum standards for room sizes, building heights, open spaces, and other structural elements. Building bye-laws are local laws that provide rules for construction to ensure safety, efficiency and to prevent unplanned development. They regulate setbacks, coverage ratios, parking and more. Compliance with bye-laws leads to economically sound and safe construction.
The document describes three historic building renovation projects:
1) A 1902 commercial building in St. Louis that was renovated into a restaurant with nightclubs and banquet space while preserving historic characteristics.
2) A traditional two-story house that was opened up and modernized with decorative columns, hardwood flooring, and an updated fireplace.
3) A small 1940s house that had a second story added while disguising the addition to not look like a simple upward extension from below. The addition had deep overhangs to provide horizontality.
The document discusses floor area ratio (FAR) and setbacks for building construction according to the Bangladesh National Building Code (BNBC).
It defines FAR as the ratio of total building floor area to the size of the land plot. FAR and maximum ground coverage percentages are provided for different plot sizes and building occupancies according to BNBC, including requirements for setbacks from roads and neighboring properties.
Common misconceptions about increasing FAR values to support development are also addressed, noting the importance of balancing development needs with preventing overcrowding and maintaining infrastructure.
Top down construction is used in congested urban areas to minimize impacts on existing structures. It involves installing deep retaining walls and excavating from the top down in stages, allowing above-ground construction to progress simultaneously. This saves significant time over traditional bottom-up methods. Diaphragm walls are installed around the perimeter and intermediate barrette piles may be used for additional support. Concrete slabs are then cast with openings to allow further staged excavation from above until the final basement level is reached. Reinforcing is installed to connect each level during construction.
This proposal outlines exterior renovation work including repairing and replacing roof framing and decking, installing new windows, painting exteriors, and repairing columns, brick, gutters and downspouts at several apartment buildings. The work will require approximately 120 days to complete and includes replacing roofing on 5 buildings, installing 60 new windows, and repairing structural defects in roof framing at entries and balconies. A pricing summary and detailed scope of work are provided for each renovation component.
Colleen Moran oversaw a renovation project that updated an outdoor space for a homeowner's family. She addressed issues like drainage, structure, and aesthetics. The project included repurposing decks, adding a kitchen and cabana, renovating the pool, and installing a sports court. Moran created a schedule and coordinated subcontractors to complete the project on time despite weather delays and unexpected challenges discovered during construction. The finished space provided new areas for recreation and entertaining.
James Primmer's architecture portfolio includes several university projects and professional work. One project is a theatre intervention at Seaton Delaval Hall that features an outdoor stage and retractable seating to maximize flexible use of the space. Another project is a productive garden that draws inspiration from nature's patterns and uses geodesic shapes and a morphology inspired by the red clover plant found on site. A third project is a new building for the Literary and Philosophical Society featuring a central atrium, integrated light wells around existing trees, and a rooftop debating area.
Hot Climate Double Facades: A Focus on Solar AvoidanceTerri Meyer Boake
An overview of the adaptation of double facade systems for iconic buildings in the Gulf Region through the adaptation of the traditional mashrabiya screen.
Provisions for non -structural fasteningsSafaSheriff
This document discusses two methods for incorporating mechanical, electrical, and plumbing (MEP) systems into prefabricated construction: 1) Embedding services directly into precast panels during fabrication, and 2) Using an external tray system mounted on finished surfaces. It provides details on planning and executing MEP installations for each method.
SCS is a pre-engineered formwork system using modular wall panels for fast construction of buildings. The system uses galvanized steel studs, fiber cement boards, insulation, and poured concrete. Wall panels are custom made and can be assembled on site quickly. Electrical, plumbing, and other systems can be integrated before pouring concrete. Current projects showcase the system's use for villas, apartments, and commercial buildings.
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGSMohd Danish
1) The document provides simplified guidelines for constructing masonry buildings in India's Seismic Zone IV to make them earthquake resistant.
2) Key elements for earthquake safety include using good cement mortar, adding horizontal seismic bands at various building levels, and vertical reinforcement bars in walls, around openings and at corners.
3) Recommendations are given for the size and spacing of reinforcement based on the building type and number of stories. Proper techniques are needed to embed the reinforcement in brickwork.
The vision for Trinity at Alkimos is intimate and people focussed, rather than vast and anonymous. Contemporary and diverse, rather than suburban and bland. Natural and undulating, not flat and formal.
The residential developments will be seamlessly integrated with retail and commercial buildings so that the community has a vibrant heart.
There’ll be a diverse mix of homesite sizes and housing types to cater for people at all stages of their lives – from young individuals, couples and growing families through to retirees.
Trinity’s design guidelines suggest contemporary styles and materials which complement the environment.
The Valley Village is the first village to be released at Trinity. The village has been named ‘Agora’ which is the name given by ancient Greeks to the public square or a market place of a city.
Agora is located on the eastern side of Trinity featuring natural bushland which adjoins nearby Neerabup National Park. Its protected valley of Tuart and Jarrah trees is home to many bird species and comes alive with wildflowers in Spring.
The Design Guidelines are intended to provide you with all the information that you require in order to successfully design your home at ‘Agora’ in Trinity.
For more information, visit http://www.lwppropertygroup.com.au
Major kind of byelaws according to the project are listed. 1. General Building Byelaws 2. Residential Building Byelaws 3. Commercial Building Byelaws 4. Industrial Building Byelaws
Concrete society award 2007 -Hilton hotelDave Deakin
The Beetham Hilton Tower in Manchester, UK is:
- The tallest concrete frame ever constructed in the UK at 47 stories and over 170m tall.
- A mixed-use development containing a 279-room Hilton hotel, public bar, and 219 apartments housed within the tower.
- Constructed with a reinforced concrete frame using post-tensioned slabs to allow for minimal floor depths and maximize space, and features exposed elliptical concrete columns in the lobby.
This document provides an architectural assessment and renovation plan for a historic Craftsman-style home built circa 1925. It analyzes the home's original design features and later modifications. The renovation aims to restore original elements, improve functionality, and convert the home into a duplex while respecting its historic character. Key aspects include replacing the front door; renovating the living room, kitchen and dining room; restoring original windows; and modifying the rear entrance to serve as the second unit's entryway.
This document provides an overview of building bye laws in India. It discusses that building construction varies by region depending on factors like materials, labor, and weather. Bye laws establish rules and regulations to maintain proper ventilation, privacy, and safety between neighbors. They define restrictions on building construction set by local authorities regarding setbacks, open spaces, heights, and more. The objectives are to allow orderly development while protecting safety, providing efficient use of space, and ensuring occupant health and comfort. Various terms and requirements related to setbacks, heights, room sizes, floor area ratios, and lighting/ventilation are also outlined.
This document discusses building design and building bye-laws. It provides guidelines for proper building design including setting minimum standards for room sizes, building heights, open spaces, and other structural elements. Building bye-laws are local laws that provide rules for construction to ensure safety, efficiency and to prevent unplanned development. They regulate setbacks, coverage ratios, parking and more. Compliance with bye-laws leads to economically sound and safe construction.
The document describes three historic building renovation projects:
1) A 1902 commercial building in St. Louis that was renovated into a restaurant with nightclubs and banquet space while preserving historic characteristics.
2) A traditional two-story house that was opened up and modernized with decorative columns, hardwood flooring, and an updated fireplace.
3) A small 1940s house that had a second story added while disguising the addition to not look like a simple upward extension from below. The addition had deep overhangs to provide horizontality.
The document discusses floor area ratio (FAR) and setbacks for building construction according to the Bangladesh National Building Code (BNBC).
It defines FAR as the ratio of total building floor area to the size of the land plot. FAR and maximum ground coverage percentages are provided for different plot sizes and building occupancies according to BNBC, including requirements for setbacks from roads and neighboring properties.
Common misconceptions about increasing FAR values to support development are also addressed, noting the importance of balancing development needs with preventing overcrowding and maintaining infrastructure.
Top down construction is used in congested urban areas to minimize impacts on existing structures. It involves installing deep retaining walls and excavating from the top down in stages, allowing above-ground construction to progress simultaneously. This saves significant time over traditional bottom-up methods. Diaphragm walls are installed around the perimeter and intermediate barrette piles may be used for additional support. Concrete slabs are then cast with openings to allow further staged excavation from above until the final basement level is reached. Reinforcing is installed to connect each level during construction.
This proposal outlines exterior renovation work including repairing and replacing roof framing and decking, installing new windows, painting exteriors, and repairing columns, brick, gutters and downspouts at several apartment buildings. The work will require approximately 120 days to complete and includes replacing roofing on 5 buildings, installing 60 new windows, and repairing structural defects in roof framing at entries and balconies. A pricing summary and detailed scope of work are provided for each renovation component.
Colleen Moran oversaw a renovation project that updated an outdoor space for a homeowner's family. She addressed issues like drainage, structure, and aesthetics. The project included repurposing decks, adding a kitchen and cabana, renovating the pool, and installing a sports court. Moran created a schedule and coordinated subcontractors to complete the project on time despite weather delays and unexpected challenges discovered during construction. The finished space provided new areas for recreation and entertaining.
James Primmer's architecture portfolio includes several university projects and professional work. One project is a theatre intervention at Seaton Delaval Hall that features an outdoor stage and retractable seating to maximize flexible use of the space. Another project is a productive garden that draws inspiration from nature's patterns and uses geodesic shapes and a morphology inspired by the red clover plant found on site. A third project is a new building for the Literary and Philosophical Society featuring a central atrium, integrated light wells around existing trees, and a rooftop debating area.
Hot Climate Double Facades: A Focus on Solar AvoidanceTerri Meyer Boake
An overview of the adaptation of double facade systems for iconic buildings in the Gulf Region through the adaptation of the traditional mashrabiya screen.
Provisions for non -structural fasteningsSafaSheriff
This document discusses two methods for incorporating mechanical, electrical, and plumbing (MEP) systems into prefabricated construction: 1) Embedding services directly into precast panels during fabrication, and 2) Using an external tray system mounted on finished surfaces. It provides details on planning and executing MEP installations for each method.
SCS is a pre-engineered formwork system using modular wall panels for fast construction of buildings. The system uses galvanized steel studs, fiber cement boards, insulation, and poured concrete. Wall panels are custom made and can be assembled on site quickly. Electrical, plumbing, and other systems can be integrated before pouring concrete. Current projects showcase the system's use for villas, apartments, and commercial buildings.
Mill 14-1-15 - Sheet - A118 - 3D SECTIONSSin Byrne
The document proposes renovations and additions to an existing silo structure, including:
- Adding a glazed roof structure supported by a new steel frame on top of the existing silo roof to incorporate ventilation.
- New timber cladding on the exterior of the concrete silo walls.
- A new timber-framed corridor and climbing wall rooms.
- Replacing existing deteriorated concrete windows with new triple-glazed windows.
- Adding new floor structures like CLT and sprung floors.
- A new entrance with precast sandwich panel construction.
This document provides an overview and installation guide for Winter Panel structurewall panel systems. It discusses foundations, floor decks, wall panels, door and window openings, roof panels, and completing the building enclosure. The guide emphasizes proper moisture management techniques and provides numbered step-by-step installation sequences accompanied by detailed illustrations. It is intended for experienced builders and assumes a basic knowledge of construction practices.
My current resume is updated to include recent work with Peoples Gas and the Javits Convention Center. These days I work on large commercial endeavors with public utilities and related infrastructure. I like good design that works.
Kerkstoel double walls consist of two reinforced concrete slabs joined by lattice girders. They provide advantages for construction like faster building, lower costs, and strength. The walls are manufactured according to requirements and can include built-in items. They are installed on site by filling the cavity with concrete poured according to specifications to create a solid, watertight wall.
This document summarizes StoneTree concrete fencing products from Jensen Precast. It describes the fencing system, made of vertically cast concrete panels with integrated columns. Installation uses a rigid footing support system without bracing or grouting. The document provides examples of completed projects and discusses the product offering, including estimated installation costs, engineering, and marketing materials.
1. The document contains plans for 3 apartments in a new development called Hudson Close Apartments. It includes a ground floor plan showing the layout of the apartments, common areas, and details.
2. The plans show the layout of the individual apartments including bedrooms, bathrooms, kitchens, and living areas. Common areas on the ground floor include a hallway and stairwell.
3. Technical specifications are provided for the building materials and construction methods to be used, including the foundations, flooring, walls, roof, ventilation, and other details.
The Tru-lift system is a self lifting, core forming system using Tru beams and faced plywood formwork. It is designed for speed, minimizing construction cycle times, and maximizing safety. The system lifts the entire formwork in a single stroke, eliminating the need for resetting hydraulics. It allows for controlled lifting of equipment and access platforms using hydraulics. The system provides a safe, enclosed working environment during construction.
The document discusses three building construction materials: aluminum composite panels (ACP), curtain walls, and structural glazing. ACP sheets are thin aluminum sheets bonded to a non-aluminum core used for cladding, ceilings, and partitions. Curtain walls are non-structural exterior walls that keep weather out while allowing natural light in. They must be designed to handle loads and prevent air/water penetration. Structural glazing bonds glass directly to a building's structure using high-strength, high-performance silicone sealants to transfer wind loads from the glass.
The document provides definitions and descriptions of various construction and building terminology. It describes components related to air barriers, attic ventilation, backhoes, batter boards, brick bonds, brick sizes, bulldozers, cladding, code requirements, concrete joints, concrete masonry units, decorative concrete masonry units, doors, electrical components, framing elements, front end loaders, gypsum board, heat pumps, insulation, and more. Diagrams and images are included to illustrate many of the terms.
Installation instruction Mineral wool sandwich panelsMot panels
1. The document provides installation instructions for mineral wool panels, noting that panels should be installed by experienced teams using proper equipment and safety precautions.
2. Instructions are given for removing protective film from panels, cutting panels safely, fastening panels using recommended fasteners, assembling roof and wall panels, and cleaning and maintaining installed panels.
3. Special care must be taken when installing panels to avoid damage and ensure proper sealing, and annual maintenance is recommended to clean the panels and check for any failures.
This document contains floor plans, elevations, sections and specifications for a proposed school building. The ground floor plan, first floor plan and roof level plan are included along with external elevations, section views and general arrangement drawings. Specifications are provided for the primary structure, foundations, floor and wall builds, windows, doors, solar shading, aircool ventilators and fire ratings. Dimensions are in mm and notes provide information on compliance with building regulations and standards.
AAC, also known as autoclaved aerated concrete, was developed in 1924 as an alternative building material to wood. It has several advantages over other cement materials, including improved thermal efficiency, workability, resource efficiency, lighter weight, and earthquake resistance. AAC products include blocks and panels that are available in various sizes. It is produced through a process that results in a lightweight, noncombustible material with compressive strength and thermal resistance properties suitable for construction uses.
Acotec installation in residential and commercial projectShridhar Rao
Acotec Partition walls- a revolutionary technology from Elematic Finland offers production of Non load bearing -Concrete partition walls that eliminate plastering / masonry work and increase carpet area.
Big Benefits- Avoid cracks/ High strength walls /low water absorption / Competitive material cost/ Low capital investment (compact plant) giving high production
This installation guide outlines how to construct retaining walls using Allan Block systems through 16 steps. It provides guidelines for ordering materials, excavating, installing the base and drainage, backfilling, adding reinforcement for taller walls, and finishing details. Curves, terraces, and building steps are also addressed. The document emphasizes compaction and proper drainage material placement for structural stability and water management. Local building codes should always be followed.
The document discusses demolition and maintenance of buildings. It outlines various reasons for demolishing old buildings such as structural failure or city expansion. Safety precautions are important when demolishing structures. The sequence of demolition generally proceeds from the top down and in reverse order of construction. Methods include demolition by hand, pulling with wire ropes, using demolition balls, and explosives. Maintenance aims to prevent damage from things like weathering and keep structures functioning as intended. It involves routine, remedial and preventative work such as repairs to plaster, windows, and terrazzo floors. Cracks in buildings can be structural and non-structural, with the former posing risks.
This document contains architectural plans for a proposed two-storey home extension including a ground floor addition of 34.66 square meters and first floor addition of 22.08 square meters. The plans show the layout of the existing house and proposed additions, including new windows, doors, rooflights, and structural elements. Construction details are provided for the foundations, walls, floors, roof, insulation, and materials. The project will update an existing house with a modernized layout and improved energy efficiency.
This document provides a map and summary of attractions in downtown Charleston, South Carolina. The map highlights 14 attractions, including parks, gardens, and historic sites. Key attractions include the Philip Simmons Children's Garden, the King Street Historic District, and water taxi service to access the area.
The document provides information about visitor centers and recreational activities in the Charleston, South Carolina area. It lists 5 visitor center locations throughout the Charleston area and along I-95. It also describes the pedestrian and bike paths of the Arthur Ravenel Jr. Bridge, noting that the path is open 24 hours a day and allows food and drinks but not alcohol or pets. Cars can park in Mount Pleasant or downtown Charleston to access the path.
The document is a building envelope investigation report for a property in Mount Pleasant, SC that identifies numerous exterior and interior deficiencies caused by water intrusion, including failing roofing, siding, windows, and decks. The report documents inspection findings through photos and readings, and provides a scope of work for repairs estimated at $65,000, including a new roof, siding repairs, deck reconstruction, chimney rebuilding, and interior repairs.
This report summarizes an inspection of a property in James Island, SC that was experiencing ongoing moisture issues in the crawl space. The inspection found numerous deficiencies contributing to water intrusion, including inadequate flashing, grading, drainage, roof ventilation and moisture barriers. Testing found elevated moisture levels throughout the structure. The report concludes all deficiencies must be remediated and provides a scope of work and cost estimate to repair grading, foundations, roofing, interiors and install new drainage systems.
This report summarizes an investigation of water infiltration and damage issues at a property in Isle of Palms, SC. The inspection found numerous deficiencies in the installation of the stucco exterior cladding system that have allowed extensive water ingress, resulting in severe damage. Specifically, flashing was improperly installed or missing at openings, transitions, and intersections in violation of building codes. Additionally, sealant was omitted at joints between dissimilar materials. As a result, water has penetrated and contaminated underlying building materials. The report recommends removing and replacing the entire exterior cladding and remediating all contaminated interior building materials.
Flashing must collect water that enters the wall, control its movement, and discharge it out of the wall. Proper flashing requires considering how water moves via gravity, kinetic energy, surface tension, capillary action, air currents, and differential pressure. Effective flashing results from understanding how water behaves rather than just following prescriptive rules, as water can find unintended paths.
The document provides a report on a building envelope investigation conducted at 3 Cross Lane in Isle of Palms, SC. The investigation found extensive water damage and termite infestation due to improper construction that failed to comply with building codes. Specifically, flashing and sealant were missing around windows, doors, and at floorlines. Additionally, over 15 violations of stucco application standards were found. As a result of the deficiencies, water has penetrated the building envelope, contaminating materials. The entire exterior cladding must be removed and replaced, and contaminated interior materials removed. A scope of work and cost of $284,786 are provided to remediate all issues.
1. Report Date
May 18, 2006
Stucco 3rd Party-Final Report
123 Anywhere Drive
Report Prepared For:
General Contractor
2. Guest House--Front Elevation
Front elevation of guest house/second garage before windows on foundation were padded out with EPS
board and PVC accessories/lath were installed over upper level of wood framing.
Window nailing fins padded out with expanded poly-styrene (EPS) board and bead/lath installation over
wood framed walls.
3. Guest House--Right Elevation
Right elevation of guest house before installation of PVC accessories and 2.5 self-furring diamond lath
over wood framed wall space.
Lath installation with necessary accessories on guest house right elevation wall.
4. Guest House--Rear Elevation
Rear elevation of guest house just as the lath and bead stage had begun.
After PVC control joints, roofline casing bead, foundation weep screed and lath system were installed.
5. Guest House--Left Elevation
Left side of front garage before foundation bead and framed wall lath system were installed.
PVC cornerbead installed on CMU foundation; lath system installed on framed walls.
6. Front Elevation 1
Front left section of wall space before installation of foundation wall accessories and lath system.
Front left elevation section during lath and bead system installation. Note omission of control joints off
openings as requested by builder--secondary reinforcing lath strips were installed to strengthen corners
in lieu of vertical control joints.
7. Front Elevation 2
Front elevation photo before lath and bead system installation.
All wall space has been lathed and scratched.
8. Front Elevation 3
Front elevation before required stucco components were installed.
All front elevation wall space except for front entry arches, which need to have framing deficiencies
corrected, is lathed and scratched.
9. Right Elevation
Entire right elevation wall space before system components were installed.
Right elevation after installation of bead/lath system and necessary control/expansion joints.
12
10. Rear Elevation 1
Rear elevation before lath system installation. Arrow denotes area where builder applied additional
flashing tape to flat horizontal surface.
Entire rear elevation, including radius walls and arches, is complete with lath system. The scratch and
texture coats have already begun
11. Rear Elevation 2
Rear decks and arches before lath system was installed. Now that the waterproofing is complete,
applicator has lathed all areas as required for application of plaster system.
Completed rear elevation lath and bead system.
12. Left Elevation
Left elevation photo of wood framed wall before installation of bead and lath system.
After installation of lath/bead system and texture coat on framed wall.
13. Detail Photos #1
3/4" PVC case bead installed 2" off roofline 1/2" PVC case bead and paperback lath
as required. Kickout flashing with hot mop system installed over forti-flash to prevent
installed by GC. plaster delamination.
PVC case bead installed 1/4" off perimeter PVC 780 foundation weep screed installed
of wood framed openings to allow for at CMU/framing intersection as required by
installation of engineered sealant joints. ASTM.
Plaster stop bead installed at pre-cast Vertical PVC expansion joint installed on
column headers. right elevation wall to break up wall space
every 144sqft.
14. Detail Photos #2
Perfect mitered corners of PVC corner bead Reinforcing lath "butterfly" strips installed
on garage side HVAC wall. on corners of windows to omit control joints
and help restrict cracking as specified.
Again, additional reinforcement off window Two (2) chimneys with cupola caps
corners were installed to help control complete with lath and bead system.
cracking off jambs.
All windows protected with window film Lath system was run continuously from rear
and clean release tape. master radius wall onto arches for aesthetic
purposes. PVC corner bead installed.
15. Scratch/Texture Photos
Fibers added into scratch coat for additional Horizontal scratch coat being applied to
strength and as applicator contract states. wood framed walls over lath system.
Soffits and windows are protected from Texture coat is complete on entire guest
scratch coat process which is almost house. Windows were padded out with EPS,
complete on the front elevation. beaded, and then lathed where necessary.
Scratch coat is complete except for the Guest house during application of scratch
arches which need to be remediated to and texture coat--now 100% complete.
correct framing issues.
16. Guest House-Completion Photos
Front Elevation of garage/guest house upon Right elevation of guest house after stucco
completion of stucco system--paint samples on lower CMU and upper wood
present. framed/sheathed walls.
Rear elevation guest house 100% complete. Left elevation of garage is complete. Circle
Refer to previous elevation for detail photos denotes area of bleed through on CMU
during construction. which is being corrected.
Interior garage walls complete with 1/2" 1/2" PVC case bead had to be employed on
sand float texture system where required. garage walls to compensate for design issues
around openings-discussed w/ GC.
17. Main House-Completion Photos #1
Main house photo #1 illustrating completion Main house photo #2 illustrating completion
of stucco texture to all exterior walls. of stucco system with soft adobe float and
scoring where specified (arrows).
Right elevation complete with texture coat. Vertical control joints were employed on
Note kickout flashing is functioning these opening due to size and hidden
properly as visible from water path. location.
Rear elevation photo #1 illustrating stucco Rear elevation photo #2 illustrating stucco
system is complete on all walls. system complete to all exterior walls.
18. Main House-Completion Photos #2
Rear elevation arch window detail padded out with
poly-isocyanurate board (quick-r) and beaded off
exercise room.
Left elevation exterior walls complete with stucco
system on both CMU(lower) and wood (upper)
substrates.
Left/front elevation photo illustrating exterior wall
system is complete.
19. Detail Photos-Post Application
Texture chosen was soft adobe trowel finish. Bevel/slope installed on all horizontal
Arrow indicates 1/4" joints left around surfaces as required to prevent standing
openings for expansion/contraction. water.
Note stucco system has been terminated Termination of foundation weep screed
above rooflines as required. Kickout above dissimilar materials as required-
flashings will require sealant. cleaned during punch out.
Additional flashing tape was installed at Note 16" square scoring was fabricated into
horizontal reveal. Vertical expansion joint sand float texture in middle section of front
for movement. elevation radius wall.
20. CONCLUSION:
As this report illustrates, the exterior stucco wall system is complete on all elevations. As
our lath/bead stage report indicated, the applicator employed PVC foundation weep
screed at the CMU/framing intersections as required by ASTM to allow for water egress.
After several discussions with builder, he insisted the stucco contractor omit control
joints installed vertically off openings fro aesthetics. After consulting the SMA manual,
the applicator chose to install reinforcing lath butterfly strips off the corners of openings.
This, in conjunction with the 1/4" engineered joint around the perimeter of windows and
doors, will help control cracking and preserve aesthetics. PVC accessories and 2.5
self-furring diamond lath were installed to all framed walls and arches as required. The
scratch coat is fiber reinforced to add additional strength to the plaster over wood framed
walls. The texture chosen by the owner and designer was a soft adobe. Samples were
provided on the CMU garage wall and approved by the appropriate parties.
After numerous discussions with the framing contractor , we agreed the front entry
arches had to be corrected to rectify framing inconsistencies. The remaining arches were
double beaded in some places with a regular and wide flange corner bead. Applicator
was able to achieve a consistent arch through field adjustments, but the main entry had to
be removed and replaced.
There are intersections of dissimilar materials which require an ASTM 920 approved
building sealant (Vulkem or equivalent). to prevent water ingress. It is critical that these
areas be properly sealed in order to protect the structure. They should include:
1- Wood fascia/stucco intersection
2- Back and underside of ALL kickout flashings installed at sloped roof/vertical wall
intersections.
3- Deck intersections
4- Penetrations through system (i.e. electrical, plumbing etc.)
5- Around perimeter of ALL openings where 1/4" gap is present. The ¼” gap left around windows
over wood framing should have a 3/8” soft cell backer rod installed into the gap before the
engineered sealant joint can be completed. The rod must be 25% larger than the joint size so it
stays snug and does not move (hence 3/8”). The rod is critical to prevent three-sided adhesion
and subsequent adhesive/cohesive sealant failure.
6- Around all exterior lighting attachments (and all other attachments through system).
7- Any areas which may allow water ingress into the building envelope.
21. Representative photographs illustrating design and construction details have been
included in the "photos" section of this report. EHS will perform a follow up inspection
in six (6) months to evaluate the system performance and condition. We will submit a
report indicating our findings and any issues which need to be addressed. If you have any
questions or comments, please feel free to contact our office.
Respectfully,
Project Supervisor