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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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
Transcribed Image Text: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
Transcribed Image Text: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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