Big Tymers. Resin Coated Sand Manufacturing & Distribution Facility

Transcription

1 Big Tymers Resin Coated Sand Manufacturing & Distribution Facility

2 Manufacturing and Distribution Facility we re #1 A Sand Fracking Facility New Building and Foundation Foundations for Bulk Storage Silos and Distribution Silos New Parking Areas and Access Roadway 2

3 Outline A. Scope of Work B. Information Provided C. Status of Project D. Goals we re #1 Proposed location of site 3

4 Scope of Work Warehouse Building & Foundation we re #1 Bulk Storage Silos and Distribution Silos o Design Foundations for each 4

5 Scope of Work Parking Areas and Access Roadway we re #1 5

6 Outline A. Scope of Work B. Information Provided C. Status of Project D. Goals we re #1 Proposed location of site 6

7 Information Provided Subsurface Report 7

8 Information Provided Boring Locations 8

9 Information Provided Boring Locations 9

10 Information Provided Boring Logs 10

11 Information Provided Boring Logs 11

12 Information Provided Access Roadway 12

13 Information Provided Layout of Silos 13

14 Information Provided Site Layout 14

15 Outline A. Scope of Work B. Information Provided C. Status of Project D. Goals Proposed location of site 15

16 Status of Project 1. Schedule of Completion 2. Decision Matrices 3. Drainage Calculations 4. Soil Profile 5. Soil Calculations 6. Load Calculations 7. Pavement Design 16

17 Status of Project Schedule of Completion Buildings Silos Warehouse Office Tower Bulk Storage Silos Distribution Silos Parking Lot - Access Roadway - Decision Matrix Drainage Calculations Soil Profile Soil Calculations Building Design Pavement Design Foundation Design N/A Completed Incomplete In Progress 17

18 Status of Project Decision Matrices Decision Matrix for Warehouse Steel Wood Concrete Safety Longevity Costs Rating Value Great 4 Good 3 Acceptable 2 Tolerable 1 Unsatisfactory 0 Construction Time Design Constraints Total Score

19 Status of Project Decision Matrices ACIP Piles Decision Matrix for Foundations Helical Piles Steel H-Piles Drilled Micropiles Shallow Foundation Safety Longevity Costs Construction Time Design Constraints Total Score Rating Value Great 4 Good 3 Acceptable 2 Tolerable 1 Unsatisfactory 0 19

20 Status of Project Decision Matrices Decision Matrix for Parking Lot/Access Roadway Concrete Asphalt Gravel Safety Longevity Costs Rating Value Great 4 Good 3 Acceptable 2 Tolerable 1 Unsatisfactory 0 Construction Time Design Constraints Total Score

21 Status of Project Drainage Calculations 21

22 Status of Project Drainage Calculations Table 1: Area Conversions Table 2: Percent Slope Calculations ft 2 acres Area 1 11, Area 2 18, Area 3 22, Area 4 17, Area 5 46, Area 6 175, Area 7 107, Area 8 33, Area 9 37, Σ 468, Runoff 1 Runoff 2 Runoff 3 Drainage Area (acres) Sheet Flow Length (ft) Channel Flow Length (ft) Runoff Coefficient Percent Slope (%) Area Area Area Area Area Area Area Area Area

23 Status of Project Drainage Calculations Table 3: Runoff Calculation Runoff 1 Runoff 2 Runoff 3 Area 1 Area 2 Area 3 Area 5 Area 6 Area 4 Area 7 Area 8 Area 9 Time of Concentration (min) Average Rainfall Intensity (in/hr) Peak Runoff Rate, Q (ft 3 /s) Sheet Flow Channel Flow Sheet Flow Channel Flow Sheet Flow Channel Flow Sheet Flow Channel Flow Sheet Flow Channel Flow Sheet Flow Channel Flow Sheet Flow Channel Flow Sheet Flow Channel Flow Sheet Flow Channel Flow Peak Runoff Rate/Section, Q (ft 3 /s)

24 Status of Project Soil Profiles 24

25 Status of Project Soil Calculations Location Depth (ft) N η H - U.S. Safety B - 6 η B η S η R N 60 - U.S. Safety C u - U.S. Safety (psf) Effective Overburden Pressure, σ o ' (MN/m 2 ) OCR NC or OC? A OC B OC C OC D OC E OC F OC G OC H OC I OC J OC K OC L OC M OC N OC O OC P OC Q OC All soils are overly consolidated. 25

26 Status of Project Load Calculations From ASCE/SEI 7-10 Chapter 4: Live Loads * Partial representation of Table

27 Status of Project Load Calculations Live loads calculated from Table 4-1 and provided by the client Live Loads Use Uniform (psf) Office use 50 Roof 20 Heavy Manufacturing (2nd-3rd Floors) 250 4th Floor Manufacturing 150 Light Manufacturing (5th floor) 125 All Other Construction 20 Stairs & Exit Ways 40 27

28 Status of Project Load Calculations From ASCE/SEI 7-10 Chapter 28: Wind Loads on Buildings MWFRS (Envelope Procedure) 28

29 Status of Project Load Calculations Envelope Procedure Wind load for low-rise building? Meets definition of building envelope Meets definition of building, low-rise 1. Mean roof height o h 60-ft 53-ft 2. Mean roof height, h, does not exceed least horizontal dimension o 53-ft < 66-ft Safe to continue with Envelope Procedure. 29

30 Status of Project Load Calculations Wind Loads found using the Envelope Method: Wind Loads q h GC pf GC pi (+) (-) B ± B ± B ± B ± B ± B ± B1E ± B2E ± B3E ± B4E ± B5E ± B6E ±

31 Status of Project Load Calculations Wind Loads found using the Envelope Method: Wind Loads q h GC pf GC pi (+) (-) B ± B ± B ± B ± B ± B ± B1E ± B2E ± B3E ± B4E ± B5E ± B6E ±

32 Status of Project Load Calculations Wind Loads found using the Envelope Method: Wind Loads q h GC pf GC pi (+) (-) B ± B ± B ± B ± B ± B ± B1E ± B2E ± B3E ± B4E ± B5E ± B6E ±

33 Status of Project Pavement Design Concrete was selected for both the access roadway and parking lot. For Rigid Pavement: Light Duty Section 6.0-in Portland Cement over 6.0-in Crushed Aggregate Base Material over Geotechnical Fabric over 12.0-in Density Controlled Select Fill or Lime Treated Subgrade Heavy Duty Section 8.0-in Reinforced Portland Cement Concrete over 8.0-in Crushed Aggregate Base Material over Geotechnical Fabric over 12.0-in Density Controlled Select Fill or Lime Treated Subgrade 33

34 Status of Project Pavement Design Concrete was selected for both the access roadway and parking lot. 34

35 Status of Project Schedule of Completion Buildings Silos Warehouse Office Tower Bulk Storage Silos Distribution Silos Parking Lot - Access Roadway - Decision Matrix Drainage Calculations Soil Profile Soil Calculations Building Design Pavement Design Foundation Design N/A Completed Incomplete In Progress 35

36 Outline A. Scope of Work B. Information Provided C. Status of Project D. Goals Proposed location of site 36

37 Goals for Spring Quarter Complete the Warehouse Design 2. Complete the Foundation for the Warehouse and Silos 3. Produce Cost Estimate 37

38 Outline A. Scope of Work B. Information Provided C. Status of Project D. Goals Proposed location of site 38

39 Big Tymers Resin Coated Sand Manufacturing & Distribution Facility

40 Bulldog Materials Big Tymers

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45 Status of Project Soil Calculations Location Depth (ft) N η H (U.S. Safety) η B η S η R N 60 (U.S. Safety) B-1 C u (U.S. Safety) psf Pore Water Pressure, u Effective Overburden Pressure, σ o ' (psf) Effective Overburden Pressure, σ o ' (MN/m 2 ) OCR, MN/m 3 (Safety) (Safety) NC or OC? A OC B OC C OC D OC E OC F OC G OC H OC I OC J OC K OC L OC M OC N OC O OC P OC Q OC All soils are overly consolidated. 45

46 Status of Project Soil Calculations Locatio n Depth (ft) N η H (U.S. Safety) η B η S η R N 60 (U.S. Safety) C u (U.S. Safety) psf B - 2 Pore Water Pressure, u Effective Overburden Pressure, σ o ' (psf) Effective Overburden Pressure, σ o ' (MN/m 2 ) OCR (Safety) (Safety) NC or OC? A OC B OC C OC D OC E OC F OC G OC H OC I OC J OC K OC L OC M OC N OC O OC P OC Q OC All soils are overly consolidated. 46

47 Status of Project Soil Calculations B-3 Location Depth (ft) N η H (U.S. Safety) η B η S η R N 60 (U.S. Safety) C u (U.S. Safety) psf Effective Overburden Pressure OCR (Safety) (Safety) NC or OC? A OC B OC C OC D OC E OC F OC G OC H OC I OC J OC K OC L OC M OC N OC O OC P OC Q OC All soils are overly consolidated. 47

48 Status of Project Soil Calculations Location Depth (ft) N η H (U.S. Safety) B-4 η B η S η R N 60 (U.S. Safety) C u (U.S. Safety) psf Effective Overburden Pressure OCR (Safety) (Safety) NC or OC? A OC B OC C OC D OC E OC F OC G OC H OC I OC J OC K OC L OC M OC N OC O OC P OC Q OC All soils are overly consolidated. 48

49 Status of Project Drainage Calculations Total Site Runoff = 36 ft 3 /s 49

50 Determining Wind Loads From ASCE/SEI 7-10 Chapter 28: Wind Loads on Buildings MWFRS (Envelope Procedure) 50

51 Determining Wind Loads Envelope Procedure Wind load for low-rise building? Meets definition of building envelope Meets definition of building, low-rise 1. Mean roof height, h 60-ft 53-ft 2. Mean roof height, h, does not exceed least horizontal dimension 53-ft < 66-ft Safe to continue with Envelope Procedure. 51

52 Determining Wind Loads Envelope Procedure 1. Step 1: Determine risk category of building or other structure 2. Step 2: Determine the basic wind speed, V, for applicable risk category 3. Step 3: Determine wind load parameters: 4. Step 4: Determine velocity pressure exposure coefficient, k z or k h 5. Step 5: Determine velocity pressure, q z or q n 6. Step 6: Determine external pressure coefficient, (GC p ) for flat and gable roofs 7. Step 7: Calculate wind pressure, p 52

53 Envelope Procedure Step 1 Step 1: Determine risk category of building or other structure. 53

54 Envelope Procedure Step 1 Step 1: Determine risk category of building or other structure. 54

55 Envelope Procedure Step 1 Step 1: Determine risk category of building or other structure. Risk Category II 55

56 Envelope Procedure Step 2 Step 2: Determine the basic wind speed, V. V = 115 mi/hr 56

57 Envelope Procedure Step 3 Step 3: Determine wind load parameters: Wind directionality factor, k d k d = 0.85 Figure

58 Envelope Procedure Step 3 Step 3: Determine wind load parameters: Exposure category B, C, or D Exposure Category C 58

59 Envelope Procedure Step 3 Step 3: Determine wind load parameters: Topographic factor, k zt k zt = (1 + k 1 k 2 k 3 ) 2 59

60 Envelope Procedure Step 3 Step 3: Determine wind load parameters: Table (cont.) Topographic factor, k zt k zt = (1 + k 1 k 2 k 3 ) 2 k 1 = 0 k 2 = 1 k 3 = 1 k zt = 1 60

61 Envelope Procedure Step 3 Step 3: Determine wind load parameters: Enclosure classification enclosed Section

62 Envelope Procedure Step 3 Step 3: Determine wind load parameters: Internal pressure coefficient, GC pi Table GC pi = ±

63 Envelope Procedure Step 4 Step 4: Determine velocity pressure exposure coefficient, k z or k h z = height of hill or escarpment above ground surface at building site For z < 15-ft, Table Table

64 Envelope Procedure Step 4 Step 4: Determine velocity pressure exposure coefficient, k z or k h z = height of hill or escarpment above ground surface at building site For z < 15-ft, Table Table

65 Envelope Procedure Step 4 Step 4: Determine velocity pressure exposure coefficient, k z or k h z = height of hill or escarpment above ground surface at building site For z < 15-ft, Table Table k z =

66 Envelope Procedure Step 5 Step 5: Determine velocity pressure, q z, from Equation q z = k z k zt k d V 2 where, k z = 0.85 k zt = 1 k d = 0.85 V = 115 mi/hr q z = lb/ft 2 66

67 Envelope Procedure Step 6 Step 6: Determine external pressure coefficient, GC p, for flat and gable roofs Load Case B Figure

68 Envelope Procedure Step 6 Step 6: Determine external pressure coefficient, GC p, for flat and gable roofs Load Case B Figure

69 Status of Project Pavement Design Concrete was selected for both the access roadway and parking lot. 69

70 Information Provided Layout of Silos 70

71 Information Provided Layout of Silos 71