For excavation of the exterior footings use a height of bottom of sand thatis under the SOG to bottom of footingFor excavation of the thickened slab use bottom of sand that is under theSOG to bottom of sand under the thickened slabDo not account for any waste.ExcavationDescription of Work: Excavation shall include removal of excess soil from the pad site prior to construction.UnitItem # DescriptionLengthUnit TypeWidthHeightAreaVolumeQuantityNorth Stemwall1/Footing ExcavationSouth Stemwall/Footing ExcavationExcavation East Stemwall/Footing ExcavationCYCYCYWest Stemwall/Footing ExcavationInterior Footing ExcavationCYCY 30 year architectural shingle15-pound felt7/16 OSBDrip edge4" gutterAluminum fascia2x4 backing2x wood tasciaVented vinyl sofft5812 anchor/bolts at 16 O.C24 treated plate/18xtE rebar@16 O.C.Brick3-1'030 year architectural shingle-Truss15 pound feltA6" battinsulation7/16" OSB5/8 type9ypsum board2 4 rebarrSandL r24 reated plate2 ea 24Acousticalceling inmetal grid4L-shaped dowelsat 16" O.C.58x12 anchorbots at 16 O.C.24 rebar2416O.C. wall24 backingVentedvinyl soffit31/2 battinsulation24 SiSandBrick58 typegypsum board7/16 OSB3ea 4 cont rebar3ea N4 cont rebarRool1-10OFoundatian Wal1-10Thickened Slab1-1-0Autodesk Revit |Real Estate OfficeBy: Steven PetersonDescritionDateDetails%3DPrietnatA5.1Drawn tyCheckertgwww.autodesk.comrevitAurEcm A aled8x20 concrete wal24x12 concrete footing248" thickened slab24 hickened slab2412 concrete footingar conrete wallFeoting nd Foundation18-10Footing and FoundationDeserytinAutodesk' Revit Real Estate OfficeBy: Steven PetersonDate%3DCriednamberDaleDrewn iyCheckerty Chee11S1.0Auhwww.autodesk.eomtevit

For excavation of the exterior footings use a height of bottom of sand that is under the SOG to bottom of footing For excavation of the thickened slab use bottom of sand that is under the SOG to bottom of sand under the thickened slab Do not account for any waste. Excavation cription of Work: Excavation shall include removal of excess soil from the pad site prior to construction. em # Description Length Width Height Volume Unit Type Area North Stemwall/Footing Excavation South Stemwall/Footing Excavation avation East Stemwall/Footing Excavation CY CY CY

For excavation of the exterior footings use a height of bottom of sand that is under the SOG to bottom of footing For excavation of the thickened slab use bottom of sand that is under the SOG to bottom of sand under the thickened slab Do not account for any waste. Excavation cription of Work: Excavation shall include removal of excess soil from the pad site prior to construction. em # Description Length Width Height Volume Unit Type Area North Stemwall/Footing Excavation South Stemwall/Footing Excavation avation East Stemwall/Footing Excavation CY CY CY

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

For excavation of the exterior footings use a height of bottom of sand that
is under the SOG to bottom of footing
For excavation of the thickened slab use bottom of sand that is under the
SOG to bottom of sand under the thickened slab
Do not account for any waste.
Excavation
Description of Work: Excavation shall include removal of excess soil from the pad site prior to construction.
Unit
Item # Description
Length
Unit Type
Width
Height
Area
Volume
Quantity
North Stemwall1/Footing Excavation
South Stemwall/Footing Excavation
Excavation East Stemwall/Footing Excavation
CY
CY
CY
West Stemwall/Footing Excavation
Interior Footing Excavation
CY
CY

30 year architectural shingle
15-pound felt
7/16 OSB
Drip edge
4" gutter
Aluminum fascia
2x4 backing
2x wood tascia
Vented vinyl sofft
5812 anchor
/bolts at 16 O.C
24 treated plate
/18xtE rebar
@16 O.C.
Brick
3-1'0
30 year architectural shingle
-Truss
15 pound felt
A
6" batt
insulation
7/16" OSB
5/8 type
9ypsum board
2 4 rebar
r
Sand
L r
24 reated plate
2 ea 24
Acoustical
celing in
metal grid
4L-shaped dowels
at 16" O.C.
58x12 anchor
bots at 16 O.C.
24 rebar
24
16
O.C. wall
24 backing
Vented
vinyl soffit
31/2 batt
insulation
24 Si
Sand
Brick
58 type
gypsum board
7/16 OSB
3ea 4 cont rebar
3ea N4 cont rebar
Rool
1-10
OFoundatian Wal
1-10
Thickened Slab
1-1-0
Autodesk Revit |Real Estate Office
By: Steven Peterson
Descrition
Date
Details
%3D
Prietnat
A5.1
Drawn ty
Checkertg
www.autodesk.comrevit
Aur
Ecm A aled
8x20 concrete wal
24x12 concrete footing
248" thickened slab
24 hickened slab
2412 concrete footing
ar conrete wall
Feoting nd Foundation
18-10
Footing and Foundation
Deserytin
Autodesk' Revit Real Estate Office
By: Steven Peterson
Date
%3D
Criednamber
Dale
Drewn iy
Checkerty Chee
11
S1.0
Auh
www.autodesk.eomtevit

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