1. The document shows a concrete foundation plan for a small commercial building in Westborough, MA.
2. It includes dimensions and elevations for the foundation, footings, and walls.
3. Key information shown includes top of concrete, top of footing, and top of wall elevations.
2% of the world owns 50% of the wealth, while the poorest 50% of the world owns just 1% of the wealth. The top half of the world's wealthiest adults have a net worth of $2,200 per adult on average, while the average net worth in Delta County is $50,000 per adult. The document discusses various challenges faced by different socioeconomic classes, from the middle class struggling with expenses like car repairs and medical bills to the poor finding it expensive just to get by and having to take out payday loans.
This document provides an introduction and overview of a book project about interviewing 50 women from different backgrounds and ages. The author aims to showcase real stories of struggles and accomplishments without focusing on miracles or fame. Interviews will explore topics like life changes, proud moments, and reflections. The non-profit project seeks to empower women and highlight their creative contributions by going beyond short talks to in-depth written profiles.
The document summarizes a student's final project to create a batch file virus hosted on a USB drive. The virus copies and deletes files from targeted directories and fills the space with junk files. The student reformatted the USB drive to have a CDFS partition containing the virus files, which allowed auto-execution on Windows computers. Testing was done using virtual machines. The student discusses challenges faced and ways the virus could be improved, such as disabling security software and persisting after reboots. The project helped the student better understand malicious software and batch file programming.
This document contains calculations for a water tank and pump station project in Nicaragua. It includes hydraulic calculations to determine needed tank capacity based on population and water usage. Structural calculations are shown to check that the soil can support the weight of water tanks and that the concrete slab thickness is sufficient to resist shear forces from soil expansion/contraction. Electrical requirements are noted as using the local power grid's single phase supply. Key values like population, soil properties, material strengths, and component sizes are defined. The document concludes the soil can support the tanks and the minimum slab thickness is 16.7 cm.
This document provides a summary of materials and quantities needed for a construction project including:
- 10 cubic yards of concrete and 0.29 tons of rebar for footings and a 140 linear foot CMU wall
- 14.92 cubic yards of concrete and 0.85 tons of rebar for column footings, a mat foundation, and 7 pier footings
- 18 cubic yards of concrete, 1521 square feet of wire mesh, and 1521 square feet of vapor barrier for a 1383 square foot slab on grade
- 19 cubic yards of stone base and 20 linear feet of isolation joints for the slab on grade
The document describes a process to automate the creation of test files using Excel, UltraEdit, and batch files. It involves:
1. Creating a template file with fields to be modified marked with tabs.
2. Importing the template into Excel and using autofill to generate rows with unique codes for the marked fields.
3. Copying the Excel data into a text file and using batch files and regular expressions to split the data into individual files based on unique text patterns in each row.
The document discusses the components and construction of footings and foundations for buildings. It covers site preparation such as removing trees and topsoil. It then discusses laying out the building perimeter with batter boards and establishing corners. The stages of excavation, pouring concrete footings, slab on grade, and foundation walls are described. It provides information on using concrete blocks for foundation walls and notes some typical rules of thumb for footing dimensions.
This document provides details on materials, quantities, and dimensions for various site construction elements including:
- Planter walls with concrete footings, walls, rebar, and dowels totaling 31.48 cubic yards of concrete
- Stairs with concrete treads, rebar, and gravel bases totaling 24 cubic yards of concrete
- Pavers, gravel, concrete slabs, and associated materials for over 20,000 square feet of hardscaping
- Foundation footings and rebars for over 200 square feet of CMU walls requiring 8.76 cubic yards of concrete
2% of the world owns 50% of the wealth, while the poorest 50% of the world owns just 1% of the wealth. The top half of the world's wealthiest adults have a net worth of $2,200 per adult on average, while the average net worth in Delta County is $50,000 per adult. The document discusses various challenges faced by different socioeconomic classes, from the middle class struggling with expenses like car repairs and medical bills to the poor finding it expensive just to get by and having to take out payday loans.
This document provides an introduction and overview of a book project about interviewing 50 women from different backgrounds and ages. The author aims to showcase real stories of struggles and accomplishments without focusing on miracles or fame. Interviews will explore topics like life changes, proud moments, and reflections. The non-profit project seeks to empower women and highlight their creative contributions by going beyond short talks to in-depth written profiles.
The document summarizes a student's final project to create a batch file virus hosted on a USB drive. The virus copies and deletes files from targeted directories and fills the space with junk files. The student reformatted the USB drive to have a CDFS partition containing the virus files, which allowed auto-execution on Windows computers. Testing was done using virtual machines. The student discusses challenges faced and ways the virus could be improved, such as disabling security software and persisting after reboots. The project helped the student better understand malicious software and batch file programming.
This document contains calculations for a water tank and pump station project in Nicaragua. It includes hydraulic calculations to determine needed tank capacity based on population and water usage. Structural calculations are shown to check that the soil can support the weight of water tanks and that the concrete slab thickness is sufficient to resist shear forces from soil expansion/contraction. Electrical requirements are noted as using the local power grid's single phase supply. Key values like population, soil properties, material strengths, and component sizes are defined. The document concludes the soil can support the tanks and the minimum slab thickness is 16.7 cm.
This document provides a summary of materials and quantities needed for a construction project including:
- 10 cubic yards of concrete and 0.29 tons of rebar for footings and a 140 linear foot CMU wall
- 14.92 cubic yards of concrete and 0.85 tons of rebar for column footings, a mat foundation, and 7 pier footings
- 18 cubic yards of concrete, 1521 square feet of wire mesh, and 1521 square feet of vapor barrier for a 1383 square foot slab on grade
- 19 cubic yards of stone base and 20 linear feet of isolation joints for the slab on grade
The document describes a process to automate the creation of test files using Excel, UltraEdit, and batch files. It involves:
1. Creating a template file with fields to be modified marked with tabs.
2. Importing the template into Excel and using autofill to generate rows with unique codes for the marked fields.
3. Copying the Excel data into a text file and using batch files and regular expressions to split the data into individual files based on unique text patterns in each row.
The document discusses the components and construction of footings and foundations for buildings. It covers site preparation such as removing trees and topsoil. It then discusses laying out the building perimeter with batter boards and establishing corners. The stages of excavation, pouring concrete footings, slab on grade, and foundation walls are described. It provides information on using concrete blocks for foundation walls and notes some typical rules of thumb for footing dimensions.
This document provides details on materials, quantities, and dimensions for various site construction elements including:
- Planter walls with concrete footings, walls, rebar, and dowels totaling 31.48 cubic yards of concrete
- Stairs with concrete treads, rebar, and gravel bases totaling 24 cubic yards of concrete
- Pavers, gravel, concrete slabs, and associated materials for over 20,000 square feet of hardscaping
- Foundation footings and rebars for over 200 square feet of CMU walls requiring 8.76 cubic yards of concrete
The Scripting Interface of the iMacros Scripting Edition is designed as COM object and allows the user to remote control (script) the iMacros Browser, Internet Explorer and Firefox web browser from any Windows programming or scripting language.
How do i calculate in movement of goods from one place to another (Domestic l...Independent
This document provides information on calculating transportation costs for small consignments. It discusses that transfer of belongings is a necessity regardless of wealth or location. Calculating costs becomes complicated for consignments that are neither large nor small. There are generally three types of consignments: normal goods, oversized goods, and bulk goods. The document outlines a formula for calculating costs that includes factors like cost per kg, surcharges, fees, and more. It provides an example calculation and discusses how transport companies typically arrive at pricing and earn profits from each transaction.
This document summarizes the design of the reinforcement for an interior bay of a two-way flat plate concrete slab system. The slab was designed using the ACI 318 Direct Design Method. Reinforcement details and quantities are provided for welded wire reinforcement in both short and long slab directions. The steel weight per square foot using welded wire reinforcement is 1.93 lbs, compared to 2.51 lbs using grade 60 rebar, representing a 23% savings in steel weight.
Shear Strenth Of Reinforced Concrete Beams Per ACI-318-02Engr Kamran Khan
This document provides a 4 PDH course on the shear strength of reinforced concrete beams per ACI 318-02. It covers topics such as the different modes of failure for beams without shear reinforcement, the shear strength criteria, and calculations for the shear strength provided by concrete. The course content includes introductions to shear stresses in beams, Mohr's circle analysis, beam classifications, and equations for determining nominal shear strength based on the concrete strength and web reinforcement.
TMT steel bars, also known as reinforcement bars or rebars, are the most important component of reinforced cement concrete structures like homes. The document provides a guide for selecting the right TMT bars, including an overview of the material and its usage. It describes the different types of TMT bars by grade, size, and material (primary vs secondary steel). It also offers tips for checking the quality and quantity of bars received, and proper storage practices.
This site visit report summarizes a visit by architecture students to an ongoing construction project of semi-detached houses. The report describes the site, objectives of the visit, observations of construction techniques like pad footing and materials used. Photos document the construction progress, materials, equipment and safety practices. The student concludes they gained valuable practical experience applying their classroom learning and understanding construction methods, materials, safety and the working environment through this site visit.
Desapping, cleaning, sorting, and grading are important post-harvest processes for mangoes. Desapping involves inverting fruits to allow latex to drain. Cleaning removes dust and dirt by dipping in hot water. Sorting separates fruits by quality, with damaged or unripe fruits removed. Grading further categorizes by size and weight into standards like AGMARK grades of A (100-200g), B (201-350g), C (351-550g), and D (551-800g) for marketing. These steps improve quality and fetch higher prices.
This document provides an introduction and overview of batch file programming in Microsoft Windows. It discusses how batch files work, the different modes (interactive and batch), and how to create a basic "Hello World" batch file. It also covers internal and external commands, common run line commands, operators used in batch files like arithmetic, logical, and redirection operators. The document aims to provide novice to advanced programmers an understanding of batch file programming concepts.
This document summarizes chapter 12 from the 8th edition of the textbook "Construction Methods and Management" by S. W. Nunnally. The chapter discusses concrete construction, including its applications in buildings and other structures. It covers topics such as cast-in-place concrete, precast concrete, prestressed concrete, concrete construction practices, formwork, reinforcing steel, and quality control. Numerous figures illustrate different concrete construction elements and techniques.
1) The document is a joist schedule for a roof steel framing plan that includes details of open web steel joists used in the construction of a small commercial building.
2) It lists the quantity, type, dimensions, manufacturer, and other remarks for 24 steel joists used in the construction of the roof.
3) The schedule also includes notes about the design loads for the roof, materials used (such as decking and insulation), and bridging requirements between the joists.
The document contains a lighting fixture schedule listing three types of fluorescent light fixtures - a 2' x 4' troffer with 3 lamps, and two 2' x 2' troffers with 3 lamps each. It also includes the manufacturers and model numbers for each fixture type. Dimensions on the page include stair and landing measurements, as well as the total height of 63 feet.
1. The document shows a floor plan with dimensions for a 63' by 24'8" commercial building space.
2. The floor plan details stairwell dimensions from the first to second floor, including 20 risers at 7" and 18 treads at 11".
3. Various room dimensions are indicated, including a 20' by 20' room labeled as "Shipping and Receiving".
Maria First Floor Reflectedceiling Planmariacadtech
1. The document is a reflected ceiling plan that shows the layout of the ceiling and lighting for the first floor of a commercial building.
2. It includes a legend defining the ceiling materials used, which are 2'x4' and 2'x2' acoustical panels suspended from a grid system.
3. Notes provide specifications for the ceiling suspension system, acoustical panels, installation requirements, and ceiling heights throughout the building.
Chief Architect 10.04a Floor Plan Originallayout3guest5d04ee
This document contains a floor plan with dimensions for various rooms in a house. It includes the following rooms and their approximate sizes:
- A master bedroom measuring 19'6" x 19'8"
- A master bathroom measuring 10'8" x 10'5"
- A guest suite measuring 15'0" x 19'6"
- A family room measuring 22'4" x 19'7"
- A hearth room measuring 20'3" x 17'3"
- A bedroom measuring 11'5" x 13'0"
- A study measuring 11'5" x 10'8"
- A kitchen measuring 17'11" x 30'6"
1. The document shows an architectural floor plan drawing for the second level of a residential building project.
2. The floor plan includes dimensions and labels for multiple bedrooms, bathrooms, a living area, and other rooms.
3. The drawing indicates the scale as 3/16" = 1'-0" and includes a title block with project name, sheet information, and annotation that it was produced using an Autodesk student product.
This document is a floor plan showing the layout of a typical floor (Block "A") that includes 8 residential units. Each unit includes between 1-3 bedrooms, a living/dining area, kitchen, and bathroom(s). The units range in size from approximately 1,000-1,300 square feet. The floor plan demonstrates the placement of rooms, doors, windows, and balconies within each unit and how they relate to one another.
This document is an architectural drawing from Crozier Gedney Architects showing proposed elevations for a home renovation project located at 65 Drake Smith Road in Rye, New York. The drawing includes dimensions and elevation levels for the proposed south and left elevations of the home, showing features like the roofline, dormers, floors, and existing terraces. It was drafted by Rex B. Gedney as part of the renovation project dated February 2012.
This document contains architectural drawings showing elevations of a building with different roofing materials and exterior finishes. Elevations 1 and 2 show the front and one side of the building which feature a standing seam metal roof and EIFS (exterior insulation and finish system) siding and trim. Elevation 3 depicts the rear of the building and has a clay tile roof, EIFS siding and trim, and canvas awnings. Cast stone elements are also included at the base. Dimensions of the building features are provided.
Confirm your budget and design goals - We present you with several
architectural design alternatives that will allow you to quickly visualize your final
project. Once designs are approved we formate a conceptual design package
(similar to this one) that your general contractor will use to confirm your budget
and help you make a decision to move forward. This construction cost
estimate will be within a +/- 20% range.
The document is a site plan showing the layout of a proposed development of 12 two-story terrace houses on Lot PT 1644. Key details include lot boundary lines, a 10-foot back lane, setback lines, a driveway, and the dimensions of the houses which are 22 feet by 75 feet.
The Scripting Interface of the iMacros Scripting Edition is designed as COM object and allows the user to remote control (script) the iMacros Browser, Internet Explorer and Firefox web browser from any Windows programming or scripting language.
How do i calculate in movement of goods from one place to another (Domestic l...Independent
This document provides information on calculating transportation costs for small consignments. It discusses that transfer of belongings is a necessity regardless of wealth or location. Calculating costs becomes complicated for consignments that are neither large nor small. There are generally three types of consignments: normal goods, oversized goods, and bulk goods. The document outlines a formula for calculating costs that includes factors like cost per kg, surcharges, fees, and more. It provides an example calculation and discusses how transport companies typically arrive at pricing and earn profits from each transaction.
This document summarizes the design of the reinforcement for an interior bay of a two-way flat plate concrete slab system. The slab was designed using the ACI 318 Direct Design Method. Reinforcement details and quantities are provided for welded wire reinforcement in both short and long slab directions. The steel weight per square foot using welded wire reinforcement is 1.93 lbs, compared to 2.51 lbs using grade 60 rebar, representing a 23% savings in steel weight.
Shear Strenth Of Reinforced Concrete Beams Per ACI-318-02Engr Kamran Khan
This document provides a 4 PDH course on the shear strength of reinforced concrete beams per ACI 318-02. It covers topics such as the different modes of failure for beams without shear reinforcement, the shear strength criteria, and calculations for the shear strength provided by concrete. The course content includes introductions to shear stresses in beams, Mohr's circle analysis, beam classifications, and equations for determining nominal shear strength based on the concrete strength and web reinforcement.
TMT steel bars, also known as reinforcement bars or rebars, are the most important component of reinforced cement concrete structures like homes. The document provides a guide for selecting the right TMT bars, including an overview of the material and its usage. It describes the different types of TMT bars by grade, size, and material (primary vs secondary steel). It also offers tips for checking the quality and quantity of bars received, and proper storage practices.
This site visit report summarizes a visit by architecture students to an ongoing construction project of semi-detached houses. The report describes the site, objectives of the visit, observations of construction techniques like pad footing and materials used. Photos document the construction progress, materials, equipment and safety practices. The student concludes they gained valuable practical experience applying their classroom learning and understanding construction methods, materials, safety and the working environment through this site visit.
Desapping, cleaning, sorting, and grading are important post-harvest processes for mangoes. Desapping involves inverting fruits to allow latex to drain. Cleaning removes dust and dirt by dipping in hot water. Sorting separates fruits by quality, with damaged or unripe fruits removed. Grading further categorizes by size and weight into standards like AGMARK grades of A (100-200g), B (201-350g), C (351-550g), and D (551-800g) for marketing. These steps improve quality and fetch higher prices.
This document provides an introduction and overview of batch file programming in Microsoft Windows. It discusses how batch files work, the different modes (interactive and batch), and how to create a basic "Hello World" batch file. It also covers internal and external commands, common run line commands, operators used in batch files like arithmetic, logical, and redirection operators. The document aims to provide novice to advanced programmers an understanding of batch file programming concepts.
This document summarizes chapter 12 from the 8th edition of the textbook "Construction Methods and Management" by S. W. Nunnally. The chapter discusses concrete construction, including its applications in buildings and other structures. It covers topics such as cast-in-place concrete, precast concrete, prestressed concrete, concrete construction practices, formwork, reinforcing steel, and quality control. Numerous figures illustrate different concrete construction elements and techniques.
1) The document is a joist schedule for a roof steel framing plan that includes details of open web steel joists used in the construction of a small commercial building.
2) It lists the quantity, type, dimensions, manufacturer, and other remarks for 24 steel joists used in the construction of the roof.
3) The schedule also includes notes about the design loads for the roof, materials used (such as decking and insulation), and bridging requirements between the joists.
The document contains a lighting fixture schedule listing three types of fluorescent light fixtures - a 2' x 4' troffer with 3 lamps, and two 2' x 2' troffers with 3 lamps each. It also includes the manufacturers and model numbers for each fixture type. Dimensions on the page include stair and landing measurements, as well as the total height of 63 feet.
1. The document shows a floor plan with dimensions for a 63' by 24'8" commercial building space.
2. The floor plan details stairwell dimensions from the first to second floor, including 20 risers at 7" and 18 treads at 11".
3. Various room dimensions are indicated, including a 20' by 20' room labeled as "Shipping and Receiving".
Maria First Floor Reflectedceiling Planmariacadtech
1. The document is a reflected ceiling plan that shows the layout of the ceiling and lighting for the first floor of a commercial building.
2. It includes a legend defining the ceiling materials used, which are 2'x4' and 2'x2' acoustical panels suspended from a grid system.
3. Notes provide specifications for the ceiling suspension system, acoustical panels, installation requirements, and ceiling heights throughout the building.
Chief Architect 10.04a Floor Plan Originallayout3guest5d04ee
This document contains a floor plan with dimensions for various rooms in a house. It includes the following rooms and their approximate sizes:
- A master bedroom measuring 19'6" x 19'8"
- A master bathroom measuring 10'8" x 10'5"
- A guest suite measuring 15'0" x 19'6"
- A family room measuring 22'4" x 19'7"
- A hearth room measuring 20'3" x 17'3"
- A bedroom measuring 11'5" x 13'0"
- A study measuring 11'5" x 10'8"
- A kitchen measuring 17'11" x 30'6"
1. The document shows an architectural floor plan drawing for the second level of a residential building project.
2. The floor plan includes dimensions and labels for multiple bedrooms, bathrooms, a living area, and other rooms.
3. The drawing indicates the scale as 3/16" = 1'-0" and includes a title block with project name, sheet information, and annotation that it was produced using an Autodesk student product.
This document is a floor plan showing the layout of a typical floor (Block "A") that includes 8 residential units. Each unit includes between 1-3 bedrooms, a living/dining area, kitchen, and bathroom(s). The units range in size from approximately 1,000-1,300 square feet. The floor plan demonstrates the placement of rooms, doors, windows, and balconies within each unit and how they relate to one another.
This document is an architectural drawing from Crozier Gedney Architects showing proposed elevations for a home renovation project located at 65 Drake Smith Road in Rye, New York. The drawing includes dimensions and elevation levels for the proposed south and left elevations of the home, showing features like the roofline, dormers, floors, and existing terraces. It was drafted by Rex B. Gedney as part of the renovation project dated February 2012.
This document contains architectural drawings showing elevations of a building with different roofing materials and exterior finishes. Elevations 1 and 2 show the front and one side of the building which feature a standing seam metal roof and EIFS (exterior insulation and finish system) siding and trim. Elevation 3 depicts the rear of the building and has a clay tile roof, EIFS siding and trim, and canvas awnings. Cast stone elements are also included at the base. Dimensions of the building features are provided.
Confirm your budget and design goals - We present you with several
architectural design alternatives that will allow you to quickly visualize your final
project. Once designs are approved we formate a conceptual design package
(similar to this one) that your general contractor will use to confirm your budget
and help you make a decision to move forward. This construction cost
estimate will be within a +/- 20% range.
The document is a site plan showing the layout of a proposed development of 12 two-story terrace houses on Lot PT 1644. Key details include lot boundary lines, a 10-foot back lane, setback lines, a driveway, and the dimensions of the houses which are 22 feet by 75 feet.
Paranjape Schemes have recently come up with a project which can be called closest to paradise. Enter Forest Trails, a life style project, spread across sprawling 140 acres overseeing hills and verdant greens.
Exposure to open, green spaces certainly are a luxury these days, where we are losing touch with nature day by day. Not at Forest Trails though! Here you step out to an ambiance, which is not concrete buildings, but hills and enchanting greenery! You get a chance to explore and marvel at nature in its full glory at Forest trails.
After the huge success of the first phase of Forest Trails comprising bungalows, the great news is that Paranjape Schemes are launching a unique concept, apartments amid the beautiful landscape. This presents a great opportunity for those looking for apartments little away from the hustle and bustle of the main city. These aesthetically designed apartments perfectly blend with the breath taking scenic beauty around, setting the trend for lavish and fine living. Where else other than Forest Trails would you step out and encounter thick woods and hills and soak in the nature's bounty? Added benefits of living here are that you can go horse riding, kayaking, mountain biking, hiking, trekking, hang out at the Marina and loads more, living here! At Forest Trails, connecting with nature is what you will cherish!
Forest Trails at Bhugaon is conveniently located too, close to Kothrud, Pirangut Industrial Estate as well as Hinjewadi, some of the prime centres in downtown Pune! So come home every day to the peace and serenity of nature at Forest Trails!
visit: http://pscl.in/site/forest_trails_apartments
The document announces The Travel & Luxury Show happening on December 2-4, 2011 in Monte Carlo. It will feature the MCTM LUXE event and The Spa Event. The show is held under the patronage of H.S.H. Prince Albert II of Monaco.
1. The document discusses the author's interest in radio-controlled airplanes from a young age after seeing them at a school show.
2. It describes how the author purchased an engine and radio control unit online and spent three weeks building their own plane called SPADet using downloaded plans.
3. During the building process, the author gained experience in aeronautics.
This document contains elevation drawings for a kitchen design. It includes dimensions and details for cabinetry, countertops, appliances, and other features. The drawings show front and side views of the kitchen layout and placement of sinks, ranges, dishwashers, and other elements. Dimensions are provided for clearances and spaces between components.
The document describes plans to build a pre-engineering pathway at Portland State University to serve three types of students: PSU students curious about engineering, students wanting to enroll in engineering classes but not ready for math and computing, and high school students considering STEM. The pathway will include hybrid and online courses to provide a broad overview for the curious, a gentle introduction for the unprepared, and a path to freshman engineering. A junior-level pathway is also proposed to increase admission opportunities to upper division engineering programs. The goals are to broaden access to engineering and introduce more students to the field.
This document contains an AutoCad worksheet layout with various scale drawings related to acoustics design for an amphitheater including:
1) An equipment plan showing the location of equipment in the amphitheater.
2) A section of the amphitheater showing equipment and dimensions.
3) A front view of a video wall with dimensions.
4) Details of monitor mounting and cable routing through walls and ceilings.
The document is a site plan for a residential property showing existing structures and proposed additions and modifications. Key elements include:
- Proposed 2-story addition and covered patio/portico additions.
- Modification to the existing screen wall.
- Proposed bridge, swimming pool, hot tub, and swim-up bar.
- Existing and proposed driveway, walkways, landscaping, and parking areas.
- Calculations showing sizes of new and existing structures and lot coverage.
The Twin Valley High School senior class held a mock DUI accident to educate students on the dangers of drunk driving. Students arrived to find a staged car accident with rescue personnel on scene. The rescue team conducted sobriety tests on the "driver" to demonstrate what happens in a real DUI situation. The goal was to discourage students from drinking and driving before prom and graduation.
This document contains details for the foundation of a small commercial building, including:
1) A foundation wall detail showing rigid foam insulation, vapor barrier, rebar, and weep holes.
2) An exterior column foundation detail showing a concrete footing with rebar and a column.
3) An interior column foundation detail similar to the exterior column detail.
1. 1 2 3 4
63'-0"
1'-6" 20'-0" 20'-0" 20'-0"
21'-8" 19'-8" 21'-8" ABBREVIATIONS
3'-10" 8'-0" 3'-4" 3'-4" 3'-2" 19'-8" 1'-10" 3'-4" 16'-6"
SYMBOL DESCRIPTION
B.B.P BOTTOM OF BASEPLATE
1'-10" FD FLOOR DRAIN
T.O.W 216'-4" T.O.S. 216'-4" T.O.C TOP OF CONCRETE
3'-4"
T.O.W 217'-0"
T.O.F TOP OF FOOTING ELEVATION
10'-0"
T.O.F 213'-0"
SMALL COMMERICAL BUILDING
T.O.C. 217'-0"
FOOTING
T.O.S TOP OF SHELF ELEVATION
STEP
4'-10"
8 5 3 1 T.O.W TOP OF WALL ELEVATION
S-16 S-16 A-1 A-1
W.W.F WELDED WIRE FABRIC
1'-6"
A
CONCRETE FOUNDATION PLAN
WESTBOROUGH, MA 01581
T.O.W. 216'-4"
B. -1
B. -1"
21 B.P
21 B.P
"
"
21
21
-1
-1
B.
B.
A
7'
7'
B.
B.
A A A
P
P
7'
7'
"
STEP FOOTING
FOOTING SCHEDULE
4" THICK CONCRETE SLAB REINFORCED
SIZE DESCRIPTION
20'-0"
WITH W.W.F 6" X 6" - W16XW16 ON 6"
COMPRESSED GRAVEL BASE. TROWEL TO
A HARD DENSE FINISH AND PROVIDE
ONE COAT OF FLOOR SEALER
A 4' X 4' 2'-2" FOOTING WITH #4 REBAR 6" O.C IN BOTH DIRECTIONS
B 5' X 5' X 2'-6" FOOTING WITH #4 REBAR 6" O.C IN BOTH DIRECTIONS
T.O.W 217'-0"
B.
B .P
B. 7'-
-1 P
21 .P B "
B.
.
B. 1"
21 B.B
6'
"
21
-6
P
-6
6'
"
7'
T.O.S. 216'-4"
21
T.O.C. 217'-0"
T.O.F 213'-0"
B 2
A-7
4
S-15
1/4"
INSOLATION T.O.F. 216'-5" T.O.F. 216'-5"
A JOINTS AT PIERS B B A
73'-0"
(TYP.) 1/4" 1/4"
F.D
1/4"
63'-0"
20'-0"
T.O.W 217'-0"
T.O.F 213'-0"
1/4"
21'-6" 7'-4"
CHESTER INSTITUTE
6'-0"
6 1/4" 1/4"
B. S-16 P
21 B.P B.
B.
-1 P
B. "
.
B. '-1"
21 B.B
WESTBOROUGH, MA. 01581
6' -6
"
21
6'
P
PORTER AND
-6 F.D
1/4"
7
"
7'
21
129 FLANDERS ROAD
NOTES:
(508) 366-0296
C 3
S-15
7
S-16
1. SOIL BEARING CAPACITY: 4000 P.S.I
2. ALL CONCRETE TO OBTAIN COMPRESSIVE STRENGTH OR 3000 P.S.I IN 28 DAYS.
3. ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60
18" X 21" X 41" PIER
A WITH #5 REBAR 6" O.C. B B A
4. ANCHOR BOLTS SHALL BE SET TO EXACT LOCATION AND PROJECTION USING TEMPLATES AS SHOWN IN
IN BOTH DIRECTIONS
DRAWING. EMBEDED TO A MINIMUM OF 12"
TOP OF PIER ELEVATION
216'-5"
5. UPON COMPLETION OF FOUNDATION WORK, GREASE ANCHOR BOLTS AND APPLY NUTS.
CONTROL JOINTS EVERY
10'-0" (1" DEEP SAWCUT) 6. TOP OF ALL WALLS AND PIERS TO BE TROWLED FINISHED, SMOOTH, LEVEL AND SQUARE.
TYP.
7. ALL FOOTINGS BEAR ON UNDISTURDED SOIL UNLESS OTHERWISE NOTED BY THE PROJECT MANAGER.
20'-81"
20'-0"
8
8. ALL INTERIOR FINISHES TO BE TROWLED TO A DENSE, HARD FINISH
9. ALL EXPOSED INTERIOR SLABS SHALL BE SEALED WITH ONE COAT OF KUR-N-SEAL FLOOR SEALER.
10. FIELD VERIFY ALL FOUNDATION CONSTRUCTION PRIOR TO COMMENCING WORK.
T.O.W. 217'-0"
11. REFER TO DRAWINGS SP-4 AND SP-5 FOR DETAILS.
MVT
T.O.S. 216'-4" 12. ALL REINFORCING MESH TO BE 6" X 6" W14 X W14 W.W.F
T.O.F. 213'-0" 1/16/2012
A A A A 13. ALL DOOR CUTOUT TO BE AT ELEVATION 217'.00
1 4 2 1/4" = 1'-0"
S-15 A-7 S-15 14. ALL DISCREPANCIES MUST BE CONVEYED TO PROJECT MANAGER FOR FINAL DESICION.
15. MUST FOLLOW ALL STATE AND LOCAL BUILDING CODES
D
1'-6"
214-2012
P 21
B. 1
B.
21 B.P
B.
"
"
7'
T.O.F. 213'-0" B. 7'- T.O.W. 216'-4" T.O.S. 216'-4"
-1
B.
B.
-
21
B.
1"
P
7'
P
21
7'
-1
23'-2" 16'-8"
"
CONCRETE FOUNDATION PLAN NORTH
SCALE 1/4"=1'-0"