AutoCAD - academic work by mparchment

PRODUCED BY AN AUTODESK STUDENT VERSION

5'-0" 1524

1525

1524

Wheelchair turning space

MEN

WOMEN

NOTES: 60 min

1525

A B BB C

Wheelchair turning space

4'-0"

1220

30 x 48

760 x 1220

Clear floor space

20'-0" 6096 I

30 x 48 760 x 1220 I

Clear floor space at lavatory

14'-8" 4470 H

Baby changing station 19 x 33 inches (485 x 840mm) in down position K

Vertical grab bars 18 inches (455mm) long (ICC/ANSI)

5'-0"

7-9" 180-230

A D

1524

56 x 60 min 1420 x 1525

Wheelchair accessible toilet compartment with wall-mounted toilet

56 x 60 min

30 x 48

760 x 1220

Clear floor space at urinal J

Urinal with elongated bowl

12 305

1420 x 1525

Wheelchair accessible toilet compartment with wall-mounted toilet

12 Max 305

E F G H I J K L

18 Vertical Grab Bar 42 Horizontal Grab Bar 36 Horizontal Grab Bar Surface-Mounted Sanitary Napkin Disposal (mounts below grab bar) Surface-Mounted Double-Roll Toilet Tissue Dispenser (mounts below grab bar) Automatic, Universal Countertop-Mounted Soap Dispenser Wall-to-Wall Mirror Recessed Paper Towel Dispenser and Waste Receptacle Recessed Sanitary Napkin/Tampon Vendor Horizontal, Wall-Mounted Baby Changing Station Wall-Hung Urinal Screen Floor-Anchored Laminated Plastic Door Stop

10'-7" 3225

TITLE:

COURSE:

ACCESSIBLE WASHROOM LAYOUT ACT420 APPLIED BUILDING CODE DRAWN BY:

SCALE:

MAURICE PARCHMENT

1/4" = 1'-0"

DRAWING NO.

1/1

PRODUCED BY AN AUTODESK STUDENT VERSION

60 min 5' -0"

PRODUCED BY AN AUTODESK STUDENT VERSION

Ø0.25

Ø.27 5 8

11 UNC -2A 3.0 LG SCREW END Ø.5 x .5 120° POINT R1.25 R1.75

2.00

.425

R0.30

B R0.30 45°

3.70

1.20 0.50

4.00 2.70

2.95

Ø1.25 0.80

0.25

1.25

SECTION A-A SCALE 1:2 0.80

1.80

A 0.15 2.85

DETAIL A SCALE 1:1 TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

ASSIGNMENT # 1 PIPE CLAMP

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE.P DR. MUHIB 29/05/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

SECTION B-B SCALE 1:2 COURSE: INSTRUCTOR: REVISION: SHEET:

ECT310 DR. MUHIB A 1 OF 1

PRODUCED BY AN AUTODESK STUDENT VERSION

DETAIL B SCALE 2:1

PRODUCED BY AN AUTODESK STUDENT VERSION

90° ANGLE BOOT

R.H. BOOT

TAKEOFF WALL STACK

CONNECTOR

DUCT STACK BOOT DUCT REDUCER (WARM AIR) PLENUM OFFSET STARTING COLLAR STACK BOOT

L.H.BOOT

STRAIGHT COLLAR

TAKEOFF JOIST PANNING

COLLAR

FRESH AIR INTAKE (COLD AIR) RETURN AIR DROP

Digital School

CEILING HEAD

PRODUCED BY AN AUTODESK STUDENT VERSION

END CAP

PRODUCED BY AN AUTODESK STUDENT VERSION

END BOOT

PRODUCED BY AN AUTODESK STUDENT VERSION baseboard air grille

wiring from relay control box extended to thermostatic wall control outlet generally located 4 ft. (1.2 m) off first floor level

generally 3 in. (75 mm) clearance required from wood members

furnace wiring extended to emergency switch box normally fixed to underside of floor joists at bottom of basement starirs

flue pipe

relay control box heating unit conduit fastened to heating unit

warm air supply extended plenum warm air take-off floor joist plenum strap supports

PRODUCED BY AN AUTODESK STUDENT VERSION

Digital School

PRODUCED BY AN AUTODESK STUDENT VERSION

return air- one or two joist spaces with bottom and end boxed-in with sheet metal

PRODUCED BY AN AUTODESK STUDENT VERSION

Main Floor 335 CFM

225 CFM 8"

361 CFM

10"

361 CFM

Office 3 9" 8"

225 CFM

12"

10"

21"

335 CFM

9" 20"

19"

12"

14"

12"

Office 1 225 CFM

1112 CFM

1231 CFM

Office 2 23"

14"

15"

10"

14"

12" 19"

22" 12"

12"

225 CFM

10" 675 CFM

426 CFM 686 CFM

Hall

10" 10"

13" 10"

426 CFM

10"

426 CFM

TITLE:

COURSE:

Assignment #1 HVAC 2D

ACT430

DRAWN BY:

SCALE:

MAURICE P

1/8"= 1'-0"

10" 426 CFM

DRAWING NO.

PRODUCED BY AN AUTODESK STUDENT VERSION

45° x.05 Ø.25

NECK .10 x x

.75

PART 4 CASTER PIN MATL 1020N STL

.05

Ø.50

1.30 PEEN AT ASSEMBLY

0.06

.85

LOCKING WEB .05 x .05 x 45°

.57

Ø.45 Ø.18 NECK .04 x x

.85

.425

R.15

1.15

KEYWAY .06x.06

.05

PART 2 WHEEL FRAME MATL 1020N STL

45°x.05

PART 1 WHEEL SHAFT MATL 1020 STL

1.20

2x Ø.25 2x Ø.20

.75

.075 PART 3 EXTERNAL RETAINING RING 5100

PART 5 NYLON WHEEL

PART 5 NYLON WHEEL .70 .07

Ø2.50

SECTION A-A SCALE 1:1

FRONT VIEW

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

Ø1.75 Ø.80 Ø.28

LEFT VIEW

PROJECT: TITLE:

FINAL PROJECT CASTER WHEEL

Ø.25 Ø.175

CASTER WHEEL

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE.P DR. MUHIB 11/06/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

TOP VIEW

Ø.30

PRODUCED BY AN AUTODESK STUDENT VERSION

1.20

COURSE: INSTRUCTOR: REVISION: SHEET:

ACT430 DR. MUHIB A 1 OF 1

PRODUCED BY AN AUTODESK STUDENT VERSION

179.7 m 186°

218107

178509

89°

51°

182212 82°

29 1 14 .4 m 0°

ASCM Number

Tablet Marking

Northing

Easting

124305

931+40.90

5933221.957 m

38193.533 m

160358 182212 178509 218107 98103 168245

931+40.93 931+40.94 931+40.96 931+40.97 931+40.125 931+40.128

5933409.053 m 5933395.654 m 5933611.054 m 5933592.788 m 5933221.461 m 5933121.526 m

37969.958 m 38226.451 m 38207.688 m 38028.957 m 38403.056 m 38217.307 m

73°

124305

98103

m 0.9 ° 1 2 08 2 168245

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

Assignment 1.1 Control Network

DRAWN BY: CHECKED BY: DATE: SCALE:

M.PARCHMENT B.HEURTER 10/08/20 1:2500

PRODUCED BY AN AUTODESK STUDENT VERSION

256.8 m 357°

PRODUCED BY AN AUTODESK STUDENT VERSION

160358

216.2 m 85°

52 7 31 .1m 5°

COURSE: INSTRUCTOR: REVISION: SHEET:

CCT 420 B.HEURTER A 1 OF 1

Easting

305938

925+24.24

5927839.868 m

21377.77 m

267690

925+24.11

5927854.137 m

22286.326 m

Iron Survey Post

Tablet Marking

Northing

Easting

755

5927859.57 m

21953.30 m

757

5927859.57 m

22265.35 m

Northing

Easting

126

5928026.05 m

21940.93 m

127 128 129 130 131

5928102.35 m 5928072.82 m 5927942.58 m 5927924.13 m 5927936.75 m

22126.90 m 22236.49 m 22186.69 m 22009.94 m 21854.45 m

Ref.Ctrl. Monuments

Tablet Marking

1. 2. 3. 4. 5. 6. 7.

STATUTORY IRON SURVEY POSTS FOUND SHOWN THUS ............................................................................................................ STATUTORY IRON SURVEY POSTS PLANTED AND MARKED WITH CORPORATION PERMIT NNUMBER P073 SHOWN THUS ALBERTA SURVEY CONTROL MARKERS (A.S.C.M.) SHOWN THUS ................................................................................................. POSITIONS ESTABLISHED PURSUANT TO PLAN 022 66719 ............................................................................................................. REFERENCE CONTROL MONUMENTS 1/2" x 3' REBAR SHOWN THUS .............................................................................................. CURVE CENTRE POINTS SHOWN THUS ................................................................................................................................................ POSITIONS WHERE STATUTORY IRON SURVEY POSTS MARKED WITH CORPORATION PERMIT NUMBER P073 ARE TO BE PLACE PURSUANT TO SECTION 47 OF THE SURVEYS ACT SHOWN THUS AND ARE SHOWN ON A TABLE OF COORDINATES ATTACHED TO THE PLAN INSTRUMENT........................................................................................ 8. ESTABLISHED POSITION, LEFT NO MARK, UTILITY RIGHT OF WAY TO BE DISCHARGED ............................................................. 9. BEARINGS ARE NAD83, 3TM GRID AND ARE DERIVED FROM G.P.S. OBSERVATIONS OF A.S.C.M'S 26790 & 305938 10. COMBINED FACTOR IS 0.99800 11. REFERENCE MERIDIAN IS 114° 12. ALL DISTANCES ARE SHOWN IN METRES AND DECIMALS THEREOF 13. ALL CORNER CURROFFS ARE 6.00, 3.00 0R 2.00 METRES UNLESS OTHERWISE SHOWN 14. TRAVERSE LINE SHOWN THUS ..............................................................................................

101 102 2 22 8

cc 60

Northing

PRODUCED BY AN AUTODESK STUDENT VERSION

Tablet Marking

127

°2

128

12'3

121. 16

ASCM Number

NOTES:

88°

.60

199

.59

41°3'59"

141 .0

126

84°9'15"

170 4"

3'2

54"

54'

44°

332.29

131

5°38'43" 156.00

169°24'2"

33°2

19°46'1" 4°57'15"

53°22'34" 88

263.4

85 .

93°17'2"

A.S.C.M. 305938 (MK'd 925+24.24)

130

4. 11

129

127°30'1"

20°8'42"

0'23 "

177.71

44°30'55"

12 5.

259 .54

0° 4

32°21'17"

'15"

44 48°

14°11'3"

757

755

165°28'17"

A.S.C.M. 267690 (MK'd 925+24.11)

REFERENCE CONTROL NETWORK NOT TO SCALE

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

Assignment 1.2 Control Reference

DRAWN BY: CHECKED BY: DATE: SCALE:

M.PARCHMENT B.HEURTER 20/08/20 1:2400

PRODUCED BY AN AUTODESK STUDENT VERSION

COURSE: INSTRUCTOR: REVISION: SHEET:

CCT 420 B.HEURTER A 1 OF 1

PRODUCED BY AN AUTODESK STUDENT VERSION

Sub'n. Plan

19.13

STREET

06" 21.16

24'

16.17

8°2 4'5 10.15 9"

R D=6 =8.50

LOT 3, BLOCK 20, PLAN 892-2759 S.E.1 I4 SEC.31-TWP.51-RGE.24-W.4th MER. HORIZON VI - TWI BROOKS

EDMONTON ALBERTA SCALE: 1: 1150

LEGEND 1. AREA AFFECTED BY REGISTRATION OF THIS PLAN IS SHOWN BOUNDED THUS AND CONTAINS 3.07 HECTARES. 2. STATUTORY IRON SURVEY POSTS FOUND SHOWN THUS . . . . . . . . . . 3. STATUTORY IRON SURVEY POSTS PLANTED AND MARKED "P07J" SHOWN THUS . . . . . . . . . . . 4. ALBERTA SURVEY CONTROL MONUMENTS (A.S.C.M.) SHOWN THUS . . . . . . . . . . . . . . . . . . . . . . . 5. TRAVERSE POINTS SHOWN THUS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. RADIAL BEARINGS SHOWN THUS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

(R)

NOTES 1. ALL DISTANCES ARE SHOWN IN METRES AND DECIMALS THEREOF. 2. BEARINGS ARE GRID AND ARE REFERRED TO A.S.C.M.'S SHOWN ON THIS PLAN. 3. DISTANCES ALONG CURVED BOUNDARIES ARE ARC DISTANCES. 4. THE BOUNDARY OF ANY UNIT IS GOVERNED BY THE MONUMENTS PLACED PURSUANT TO THE SURVEYS ACT. 5. UNIT AREAS ARE COMPUTED FROM THE DIMENSIONS SHOWN ON THIS Pl.AN.

20'

7°

28.27 54"

2°

19.21

111th

56'

SHOWING SURVEY OF BARE LAND CONDOMINIUM IN

54"

UNIT 14

20.50

A.S.CM. #63396

PLAN

10.36

25" 10.38

20'

7.95

33" 59'

179° 59' 33"

179°

147°42'41"

10.36

29.08

UNIT 15

97°

25" 2°

2°

0°

22.96 56'

7.02

28.34

25"

25" 56'

28.85

28.86 43'

36"

39"

48"

28.33 05'

56'

33" 10.36 56' 15.09 359°

32.42 56'

359°

359° 28.33 04'

48" 28.33 04'

AVENUE

54"

41 13. °3 33 8'0 5"

16°

33"

33" 34.32 56'

34.32 56'

359° 28.33 04'

0°

111th

42.1 1 51'

40.31 04'

0° 5.49

3 16.2 33"

33" 56' 34.32 359°

48"

48" 28.33 04'

14 .2 2 5° .50 50 '47"

26"

48"

48" 41.51 04'

0°

48" 5.50

04' 12.69

0°

33.13 04'

0°

48" 04' 15.83 0°

D=9 R=8

48" 42.77 04'

0° 48"

48"

33.13 04'

48"

29.96 04'

°24 10.1 '59" 5

0'4

4.53 13"

48"

10.41 13.19

04' 0°

7.50

171°21'9"

12th

PRODUCED BY AN AUTODESK STUDENT VERSION

R D=6 =8.50 8

7 .1 14 .50 '45" R=85°30 D=9

.50 0"

R=8 0°0' D=9

BLK. 20 PLAN 892 - 2759

.5 '7" R=8 7°29 D=8 7.63

4. D= R=8 22 95 .5 °5 0

4.85

" 43'30

.50

50 R=8.

7.97

LOT 3 D=9 R=8 2° .50 13 3'22 .6 " 6

R=15

0.17 10.19 59' 176°

11°35 11.69 '1"

D =32°

13 8.85 1°3 1'5 8

171°21'9"

24"

393.99

90 6.0 °0 0 4' 47 "

K AL

PRODUCED BY AN AUTODESK STUDENT VERSION

10.76 36" 45'

20'

UNIT 16

5.00

6.6

31.98

97°

56'

13"

UNIT 17

R D=1 =8.50

DRIVE

34.52 03'

83°

4.55 3.25 171°

13.36

8.02

11.86

" 8.5 9'7 R= 7°2 8 D= 7.63

UNIT 13

UNIT 18

66°

'30"

.50

18" 8.59

7.97

5.50

11.47 92°

R=1

10.38

4.85

Fd.No Mk Re-Est. Lft.No MK (concrete fence post base)

R=8

UNIT 12

2°43

10.02

47"

D=3

27' 11.87

28"

1 40.4 16'

°3'1 R=8.5 0"

OKS

UNIT 11

" 13' 32 168° 14.75

11.86

" 40 .47 12

3 9.5 " 30

14.91

.59

UNIT 10

0.34

13.41 04'

95° 6.68

UNIT 19

7 .1 " 14 8.50 '45 0 R= 5°3 9 D=

18"

.36 ' 26

.13 28

18.37 27'

" 00

UNIT 20

57 0.81 30" 6' 7° 1

7.00

33"

UNIT 52 95°

6.25

10.36

33" 0" '3 °16 147 .92 1

32.11 56'

4.51

48"

UNIT 9

12th

5.00 90°04'48" 21.41

8 .0 13

.59 ' 16

.02

UNIT 51 89°

' 05

° 48

9 6.8

00"

6.81 R=15 D=45 .50 D=42 °53'1"

3.75

6.50 " °35'20

AY 13

23.09 90° Fd.No Mk Re-Est. PI.I

.79

.13 13

7°

UNIT 8

UNIT 7

.55 ° 7 14

" '57 52 85 7.

UNIT 53

29.73 56'

89°

01' 21.46

" 56 75

7°

UNIT 6

UNIT 50

103°

1'00" 103°0 0.80

. 35

12.00

UNIT 5

' 06

UNIT 21

° 48

7 .6 26 52'

13.08

10.36

" 16

7.92 57"

13.41 04'

11.86

UNIT 22

6.83

R13

66 2.

UNIT 49

48"

14.91

° 48

7.47 16'

UNIT 54

04'

6.7

13.41

50"

UNIT 4

" " 56 .17 6

7.2

11.82 90°

UNIT 23

° 48

F " d.No M 56 Re-E k st. PI.I 1.09

" 54

52"

30.81 55'

6 .3 10

4.6

10.37

UNIT 3

90°

UNIT 55

" 56

3 .8 36 5' 0

414 331 324 560 497 380 422 336 293 296 354 339 370 495 297 316 394 519 540 553 506 536 491 469 472 472 631 576 485 500 688 456 346 341 296 298 530 484 427 529 421 332 343 412 495 395 530 487 386 457 307 502 398 447 460 406 550 500 525

D=27

UNIT 48

50"

0 8.5 '0" R= °0

7.33 " 5'04

31.74 55'

COMMON PROPERTY

UNIT 24

6.06 98°

4 .2 42 2' 5

13.41

PLAN 892 - 2759

162°5

10.35

UNIT 2

1 .4 13

05 "

8.7

50"

UNIT 56

32.12 55'

BLK. 20

6 .1

7.7

48" 11.82

UNIT 25

170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 1000

BRO

1 .4 13

10.93 03"

04"

UNIT 47

° 47

48"

27.64

D = R =8 92 .5 0 13 °3'2 .6 2" 6

51"

UNIT 46 4 .6 39 2' 5

UNIT 57 90°

8°

48"

49.38 04'

90°

8°

° 47

UNIT 58

9" 8'4 °0 50 .00 8

8 .6 36 2' 5

5.4

46.27 04'

83 1.

° 48

" 56

UNIT 45

7.53

1 .4 13

UNIT 26

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 TOTAL

892 - 2759

39" 10.36

UNIT 59

10.56

58'

00"

' 05

13.33

90°04'47"

Fd.No Mk Re-Est. Lft.No MK

UNIT 44

48"

10.36

2.6 0°04 0 '48

03" 9.15

11.20 178°

DRIVE

1.94 89°38'00" Fd.No Mk Re-Est. PI.I

UNIT 43

90°

UNIT 1

85°

38'

UNIT 42

04"

8.85

90 5. °0 50 4' 48 "

9.60 05'

7.18

55' 23.78

85°

89°

90°

13.41

8.05

50"

85°

17 6. 4° 00 58 '5 2" 5.78

LOT 3 84°

26.68

05'

13.41

84°

UNIT 41

6.01

03"

UNIT 40 23.94 55'

" 56

1 5.

13.11

9.03

6.50 " 5'20

31.87 05'

00" (R)

UNIT 27

1.20

13.74

169°

6.18

R13

7°3 D=2

OKS

BRO

03"

UNIT 39

79°

169°

" 02

31.92 05'

UNIT 28

R D=1 =8.50 1

UNIT 38

° 57

79°

38'

.36

1°3 11.6 5'1" 9

.34 26 0' 3

7°

UNIT 29

.36 0' 3

.40

89°

.73 28 '

" 02 10

20 5

05 29.

° 89

.75 28 ' 30

UNIT 37

UNIT 30

10.86 11.87 10.66 6.81 6.83 90° 04' 48" 4 4. R= 3.9 94 R=8.50 .50 D=4 15.50 0" R=8 '8" 3 4 COMMON PROPERTY 16 D=25°16'08" D=4 5°53'1 9.1 8' " 2°3 D=25° '1 4 1 R= 90° 04' 48" 8.5 0" 2.8 64° 0 92 10.36 13.88 6.6 40" 6. 4 75 48' 1 3. .86 5.5 64° 0 11 2" 1" 0 9'2 1.75 .1 " 7 2 7.80 0 1° 1 0'0 90°04'48" 15 7.0 7°3 5 5 8.6

.79

UNIT 36

UNIT 35

UNIT 34

.77 28 ' 30

) (R

.41 17

7°

" 00

7° 14

.36 10

7° 14

.87 ' 30

UNIT 33

7°

6 0.3

UNIT 31

0 34.5 47'

UNIT 32

7°

' 6 36 11.8

.86 11

9.2

° 161

18.72

° 52 48 9.

29"

11.93

8°

' 50

06'

11.93

4 Fd.No Mk .8 Re-Est. 17 PI.I

TOTAL AREA APPROX.(Sq.m)

96° 7.53

" 30

892 - 2759

UNIT FACTOR

7. 85

Sub'n. Plan

UNIT NUMBER

STREET

20 LOT 2 E.R.

147°42'41"

4 5.5 23

AVENUE

A.S.CM. #63396 (922+36.127) 598.26

147°30'19"

A.S.CM. #63396 (922+36.127)

TECHNICAL DESIGN COLLEGE

TITLE:

DRAWN BY: FINAL PROJECT CHECKED BY: Twin Brooks Sub'n DATE: SCALE:

M.PARCHMENT B.HEURTER 11/09/20 1:1150

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

PROJECT:

COURSE: INSTRUCTOR: REVISION: SHEET:

CCT 420 B.HEURTER A 1 OF 1

PRODUCED BY AN AUTODESK STUDENT VERSION

A 50

B 60

100

120

64 50

D 110

110

131

E 100

117

100

120 120 100

80 60

100

120

80 110

120

103

100

127

100

125

120

120 120

110

120

130

110

PRODUCED BY AN AUTODESK STUDENT VERSION

110

120

PRODUCED BY AN AUTODESK STUDENT VERSION

110 110

90 70

120

110

100

80 70

90 60 50

60 90

100 110

136 140

110 110

100

140

110

120

110

150 130

120

110

100

140

120 120 120

120

110

150

130

110

130

120

140

120 140

130

140

150

130

148

139

170 170

140

160

150

140 130

130

160

130

120

100

110

130

100

120

110

100 100

70 80

100

100 90

150

146

170

160

180

154

180

182 180

160

150

170

150 150

150

150 160

160 150

160

150

160 170

140

170

160 160

175

170

160

159

150

148 150

160

162

150

140

132

MATRIX

TECHNICAL DESIGN COLLEGE

TITLE:

ASSIGNMENT 2 MATRIX

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE P ANTONIO C 01/06/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

PROJECT:

COURSE: INSTRUCTOR: REVISION: SHEET:

ECT 340 ANTONIO C A 1 OF 1

PRODUCED BY AN AUTODESK STUDENT VERSION

100

B 80

100

120

64 50

D 110

110

131

E 100

117

100100

120

96 100

120 100

120

110 60

100

120 120

80 110

110

120

70 60

110

120

103

100

127

100

125

120

120 120

110

120

60 110

130

110

100

80 70

90 60

60 70

60 90

100

110

100 110

130

120

140

150

100

140

4 160

150

148

170

130

140

139

160

150

146

170

160

180

154 160

150 150

180

182 180

170

160

170

150 150

170 170

140

150

140 130

160 150

130 130

120 130

150 130

130

110 120

140

140 120

120 120

110

140

120

120 120

110

130

136

110

110 110 90

110

100

110

120

100 100

100

120

130

110

100

70 80

100

120

110

100

84 90

100

100 90

150 160

160 150

160

150

160

150

170

150

170 170

160

175

170

TECHNICAL DESIGN COLLEGE

TITLE:

ASSIGNMENT 2 CONTOUR MAPS

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE P ANTONIO C 01/06/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

160

159

150

148 150

160

162

150

140

132

MATRIX + CONTOUR LINES

CONTOUR LINES PROJECT:

140 160

COURSE: INSTRUCTOR: REVISION: SHEET:

ECT 340 ANTONIO C A 2 OF 3

PRODUCED BY AN AUTODESK STUDENT VERSION

120

110 110

90 70

120

PRODUCED BY AN AUTODESK STUDENT VERSION

PROFILES

A A

E PROFILE A-A

120 115

100

110 105 100

120

Elevation

110

90 85 80

PRODUCED BY AN AUTODESK STUDENT VERSION

70 65 60 55 50

Distance 50

60 70

PROFILE B-B 140

135

100

130

110

125 120

120

115

130

110

150

4 160

170

Elevation

140

105 100 95 90 85 80 75 70 65

160

60 55

150

170

Distance

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

ASSIGNMENT 2 PROFILE

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE P ANTONIO C 01/06/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

120

COURSE: INSTRUCTOR: REVISION: SHEET:

ECT 340 ANTONIO C A 3 OF 3

PRODUCED BY AN AUTODESK STUDENT VERSION 1'- 4"

TUBULAR STEEL POST (TYP. 3)

SPOOL PIECE (12" MIN.)

TOP VIEW

A B C D E F G

12 G

FLOAT SUPPORT BRACKET (SEE DETAIL SHEET SD2)

24"x36" ALUMINUM FLOOR DOOR (SEE DETAIL SHEET SD1)

C PUMP

3/4" TONGUE & GROOVE BOARDS - BOLTED

GAR BAR

NOTE: ELECTRIC PANELS SHALL BE MOUNTED IN ACCORDANCE WITH NEC CODES ANO MANF. SPECIFICATIONS. 2. PANEL LOCATIONS TO BE FIELD LOCATED. LOCATIONS SHOWN FOR CLARITY.

PRECAST "0" RING MANHOLE SECTION

C PUMP

F B C

12" x12"x6" SUMP PIT & 2" DRAIN TO WET WELL

A E

FLEXIBLE BOOT

FLOOR PLAN

6" MIN. 1' -0" REQ'D.

1'-0"

1" RIGID PVC CONDUIT WITHIN CONCRETE FLOOR, VAPOR PROOF SEAL AROUND 1/4" POLY BUBBLER TUBING TO JUNCTION BOX (SEE DETAIL SHEET S02)

0.7

6.4

9.1

4.9

2.5

1.3 1.9

10"

9.7

13.7

7.4

5.3

12"

13.7

19.4

10.5

5.3

2.7

14"

18.4

26.0

14.1

7.2

3.5

15"

23.8

33.6

18.2

9.3

4.7

18"

29.9

42.2

22.9

11.7

5.9

6" - 90 BEND MJ FIBERGLASS BOX PAD WITH DOME LID 6" PLUG VALVE, MJ WITH VALVE BOX

6' PLUG VALVE, MJ WITH VALVE BOX

6" x 6" TEE, MJ

1' -6" MIN. CLEANRANCE

SLOPE EDGE OF CONCRETE AWAY FROM BUILDING (TYP)

6" FORCE MAIN

6" FORCE MAIN FROM PUMP STATION

PIPE SUPPORTS STANDON MODEL S89 OR 592, 304 STAINLESS STEEL (TYP. AS NEEDED)

X PLAN VIEW

PUMP STATION EQUIPMENT BUILDING (SEE SPECIFICATIONS)

6" THREADED FLANGE &. 6" MALE CAN-LOCK FITTING WITH DUST CAP, STAINLESS STEEL OR BRONZE

SEE FOOTER REBAR DETAIL (THIS SHEET)

GROUT WET WELL CONSTRUCTION JOINTS VI/HYDRAULIC CEMENT AFTER ASSWBLY (TYP.)

6'" PLUG VALVE. MJ WITH VALVE BOX

# 5 REBAR SPACING 12" C/C BOTH WAYS

SECTION B-B

PIPE INV. EL. - - - - -PUMP #2 ON - - - - -

6" FORCE MAIN WITH RESTRAINED JOINTS, SEE PIPE SCHEDULE THIS SHEET

SECTION X - X

NOTE: TO BE FIELD LOCATED

EMERGENCY CONNECTION ASSEMBLY DETAIL SCALE: NTS

LEVEL CONTROL ELEVATIONS PRIMARY BUBBLER LOW LEVEL ----ALARM/ALL PUMPS OFF ----PUMPS OFF

PUMPS OFF - - - - 6'-0" (C-C MAX. SPACE Bffi'IEEN AIR BUBBLER BRACKETS)

1' -0"

BACKUP FLOATS (TYP.) (SECONDARY CONTROL) SEE LEVEL CONTROL TABLE (THIS SHEET)

LOW/ STRENGTH MORTAR Fill ODOT ITEM 613

2' -0" 1'-0"

10" CLR.

<3"x3"x1/4" STAINLESS STEEL PIPE BRACE (MAX. SPACING 6'-0")

6" 30', STAINLESS STEEL PIPE CONCRETE FILLET (TYP.)

WET WELL SCHEDULE INSIDE DIAMETER MIN. WALL THICKNESS (T) (D) 6' - 0" 8' - 0" 10' - 0"

7" 8"

PUMP NO. 1 ON HIGH LEVEL ALARM

11"

PUMP NO. 2 O N

LOW LEVEL ALARM & ALL PUMPS OFF - - - - -

(ALL PIPING AND FITTINGS SHALL BE DUCTILE IRON UNLESS OTHERWISE NOTED).

SECONDARY (FLOATS) LOW LEVEL ----ALARM/ALL PUMP OFF ----PUMPS OFF

-----

PUMP NO. 1 ON

-----

HIGH LEVEL ALARM

-----

PUMPS NO. 2 ON

-----

PIPING SCHEDULE:

(LEVEL CONTROL SYSTEMS TO BE ON SEPARATE CIRCUITS)

BOTTOM EL ----

MUDMAT (TYP.) (CLASS F CONCRETE)

FORCE MAIN PIPE SCHEDULE T

D ( SEE WET WELL SCHEDULE TABLE)

MATERIAL:

PIPE: AIR BUBBLER SYSTEM SEE DETAIL SHEET S02

JOINT:

6"x4" FLEXIBLE REDUCER ADAPTER, FL (TYP. 2)

6" Sl'/ING CHECK VALVE OUTSIDE WEIGHT & LEVER, FL (TYP. 2)

6" PLUG VALVE, GEAR OPERATED (TYP. 2)

6" BLIND FLANGE

6"x6" TEE, FL (TYP. 2)

6" - 90' BENO, Fl (TYP. 6)

4" FLEXIBLE ADAPTER (TYP. 2)

6"x4" ECCEIHRIC REDUCER. FL (TYP. 2)

6" - 90' BENO, MJ, RESTRAINED JOINT

6" TRANSITION PIECE / COUPUMG

6° PRESSURE SENSOR AND TRANSl.<ITIER, ilE ltiTO SCAOA VIA 4-20 IAA SIGNAL

6" ABB MAC METER WITH REMOTE READOUT (' SEE NOTE)

BEDDING:

PVC C-9DG

AV/WA C-900

ASTM 03139

ASTIA D2321

DIP

ANSl/AWWA C111/A21.11

ANSI/AWWA C111/A21.11

ASTM C12

ELEVATION VIEW 'NOTE: CONTRACTOR. TO PROVIDE SPOOL PIECE SIZED FOR MAG METER REMOVAL

PORTAGE COUNTY WATER RESOURCES PORTAGE COUNTY Administration>I BUILDING 449 SOUTH MERIDIAN ST, P.O. BOX 812 RAVENNA. OHIO 44266 OFFICE (330) 297·3670 FAX (330) 297-3680

PROJECT: TITLE:

ASSIGNMENT # 1 PUMP STATION

DRAWN BY: CHECKED BY: DATE: SCALE:

SCALE: DATE: 09-20-20 HORZ. DRAWN BY: MP

NTS

973 STANDARD SUCTION LIFT PUMP STATION PLAN & SECTIONS

N/A VERT.

PROJECT NAME PROJECT##

APPROVED BY: AC

M. PARCHMENT A. CUAN 20/09/20 NTS

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

THRUST BLOCKING, CLASS C CONC. (TIP, SEE CHART THIS SHEET)

PUMP #1 ON - - - - -

BACKFILL ITEM 912 (TYP. UNDER CONCRETE PAO)

4" CLR. FROM BOTIOM

12" # 67 GRAVEL 6" 90° BEND, MJ

6"x 6" TEE, MJ

HIGH LEVEL ALARM - - - - -

TECHNICAL DESIGN COLLEGE

S.F.

1.5

1 CLEANOUT (SEE DETAIL SHEET SD2) FLOAT CABLE BRACKET 1" AUTOMATIC AIR (SEE SUPPORT BRACKET DETAIL SHEET S02) RELEASE VALVE (TYP 2)

1.!MANHOLE STEPS @ 16" o/c TO BOTTOM OF VIET WELL

2" SCH. 80 PVC GRAVITY DRAIN CHECK VALE & TRAP

GENERAL NOTES· 1. PUMP STATION SHALL BE PLACED ON UNDISTURBED SOIL 2. FOOTER SHALL FULLY EXTEND UNDER SLAB PERIMETER. 3. DESIGN ENGINEER SHALL PROCURE A GEOTECHNICAL CONSULTANT TO PROPERLY DESIGN THE SUB BASE FOR THE WET WELL AND BUILDING BASED ON THE SOIL ANALYSIS REPORT. THE REPORT SHALL BE FURNISHED TO PORTAGE COUNTY WATER RESOURCES FOR REVIEW.

S.F.

2.9

PRECAST "O" RING MANHOLE SECTION 9

3'-0"

CONCRETE FOOTER (TYP.) (SEE FOOTER NOTE BELOW)

S.F.

5.3

1' -0"

PExFL PIPE

5'-0"

S.F.

3.7

TOP ELEVATION - - - -FINISHED GRADE - - - - -

#5 REBAR SPACING 12" c/c BOTH WAYS

1' -0"

S.F.

32"

PIPE SUPPORTS STANDON MODEL S89, 592, 304 STAINLESS STEEL (TYP. AS NEEDED)

1" PVC CONDUIT WITH BUBBLER LINE TO CONTROL PANEL WITH SWEEPS, NO ELBOWS

1'- 4"

PUMP MOTOR

(IN.)

CORE DRILL AND LINK SEAL (TYP. ALL PENETRATIONS)

2'- 4"

1' -0" ABOVE FIN. FLR. FOR FL. CONNECT

10" CONC. SLAB

4' -0"

5' -0" MIN. COVER

SUCTION LIFT PUMPS (TYP. 2)

VIBRATION ISOLATED SUCTION/ DISCHARGE GAUGE SET VI/HOSES AND BALL VALVES TO EACH PUMP

6" COUPLING ADAPTER STAINLESS STEEL TO DIP (TYP. 2)

SCALE: 3/8"=1'-0"'

TWIN WATT. RAPID START, ENCLOSED AND GASKETEO FLUORESCENT LIGHTS (TYP. 4)

6" (TYP.)

ELECTRICAL PANEL DETAIL

NOTE:

MOUNT LOUVERED INTAKE BLOWER 72" FROM FLOOR

4" THICK CONC. SLAB SIZED PER PANEL SPECS.

3/4" BOLTS (TYP. 4 EACH MOUNT)

FOOTER NOT SHOWN IN ENTIRETY FOR CLARITY.

PUMP STATION EQUIPMENT BUILDING (SEE SPECIFICATIONS)

SIDE PANEL VIEW

FOOTER REBAR DETAIL SCALE: 3/4"=1'-0"'

COURSE: INSTRUCTOR: REVISION: SHEET:

PCT 440 A. CUAN A 1 OF 1

973 PSDM

PRODUCED BY AN AUTODESK STUDENT VERSION

FRONT VIEW 1/2" THICK BASE PLATE (WELDED)

72" x 78" DOUBLE DOORS

FOOTER NOTE: CONTINUOUS FOOTER SHALL REST ON LOW STRENGTH MORTAR WHERE SOIL HAS BEEN PREVIOUSLY REMOVED.

THRUST BLOCK DETAILS BEARING AREA (S.F.) REQUIRED FOR 200 PSI WATER PRESSURE BASED ON 2000 PSF! SOIL NOM. DEAD 90° 45° 22 12° 11 1 4° PIPE END BEND BEND BEND BEND DIA.

MOUNT 12" X 12" EXHAUST 24" FROM FLOOR

ELECTRIC METER (POLE MOUNTED, INSTALLED BY OTHERS)

#4 REBAR @ 6" O/C

6 #4 REBAR EQ. SPACED TOP & BOT.

6" TYP.

4" P\IC VENT . WITH BUG SCREEN

DOWEL ROD EMBEDDED 9" (TYP.)

4" THICK CONCRETE PAD SIZED PER PANEL SPECS.

AIR BUBBLER SYSTEM (SEE DETAIL SHEET SD2)

3' - 6" MIN.

c c

ELECTRICAL PANEL (SEE DETAIL THIS SHEET)

HO FUSED DISCONNECT FOR SERVICE ENTRANCE (POLE MOUNT OUTSIDE BY METER) ATS FOR EMERGENCY GENERATOR HD FUSED DISCONNECT FOR TRANSFORMER TRANSFORMER LOAD CENTER (PREMOUNTED IN BUILDING) SCAOA SOFT STARTERS/VARIABLE FREQUENCY DRNES (YFO) - SEE SPECS.

10' - 0" MIN. OUTSIDE BUILDING.

JUNCTION BOX (SEE DETAIL SHEET SD2)

NOT PLOTTED TO SCALE

1'- 6"

C D

SLOPE AWAY FROM BLDG.

EMERGENCY PUMP CONNECTION LOCATED OUTSIDE OF BUILDING (SEE DETAIL THIS SHEET)

4" THICK CONCRETE PAD SIZED PER PANEL SPECS.

4 - #4 REBAR 4" 3 EQ. SPACING @ 7"

22'-3" MIN. CONC. PAD 18'-0" MIN. OUTSIDE BLDG.

MOUNT LOWERED INTAKE BLOWER 72" FROM FLOOR

PRODUCED BY AN AUTODESK STUDENT VERSION

Location

NPS

Class

Hole

Nozzle

NPS

Class

Leg1

Leg42

Location

NPS

Class

Leg41 - Weld Size

3000

1.875"

1/4"

B&C

150

1/4"

E&F

150

3/8"

1.5"

FULL PEN.

NPS

Leg41 - Weld Size

0.5"

0'-0.50"

0'-0.53"

3/8"

0.531"

3/8"

Full pen.

OD Leg41 Leg1 Wall

Outside

Nozzle

Wall F1

Outside

B C

Location

Leg41 Outside t

Inside Vessel

Inside

Hole Leg42 UW-16.1 Z-1 Coupling (modified)

UG-40 (a-2)

UW-16.1 (c)

Slip on Flange

WPS_____

0 0.0 Ø6

Location

Proj

Leg41 - Weld Size

Leg4

0.5"

0.75"

7/8"

3/8"

0.675"

0.75"

0.5"

3/8"

Full pen.

Details of Lifting Lugs Leg43

Full pen.

5 1.

.50

Nozzle

Full pen.

Leg41

Outside t Inside

Proj

2.5

8.00 UW-16.1 (c) with inside projection

WPS_____

Typ. 1/4"

PRODUCED BY AN AUTODESK STUDENT VERSION

Code: ASME VIII-1 Radiography: None Impact Test: Not Interior Finish: None Exterior Finish: Primer Volume: 213 cuft Weight: Dry 5360 lbs

Edition: 2001

Addenda: None

Required Per UG-20(f)

Fluid: Water In Service 18650 Lbs

At Pressure Test 18650 lbs

MAWP:150 psi At: 120 °F Maximum Allowable Working Pressure MDMT:: 120/-20 °F At: 150 psi Maximum Design Metal Temperature Test Pressure: 195 psi With: Water For: 30 min. Minimum Corrosion Allowance: 0.125 Inch

19.00 A

6.00

General Notes: 1

Full Pen. TYP

All welds shall be neat in appearance, free of slag and other defects Vessel shall be cleaned of scale, oil, weld splatter and all other foreign matter before hydrostatic testing Remove all sharp edges on nozzles – 1/8” radius minimum Long Seam-Mag particle inspect after joggling to UW-12(b)(4)(b)

Tolerance: Permissible out of roundness of cylindrical and conical shells shall not exceed 1% of the nominal diameter. This tolerance shall be increased to 2% when the cross-section passes through or within 1 ID of a flange. Maximum misalignment of butt joints is limited to: Category A,B,C or D up to 1/2” thick – 1/4”t Head to shell weld is Category B

6.00

Construction:

6.00

Conditions: This vessel will be bolted to the floor All nozzles are to support nominal loads only Flange and Dish Head: 60” OD x 3/4” thick nominal Minimum 0.675” thick after forming 60” Dished Radius With 3.6” inside knuckle Radius 1.5’ strait flange Stress relieve heads

120.00

12.50

6.00

10.00

Typ. 1/4"

Nameplate

Nameplate Bracket Legs W6x15

Legs W6x15

cs 44w

4” Class 150 RFSO Flange

SA-105

Manway 12x16” With 4x3/4” Ring M3

SA-106 B

2” Class 150 Double Sided Flange Pads

SA-240 316

Lifting Lugs 1/2” Thick

SA-516 70

1” Class 3000 Half Coupling

SA-105

Manway 12x16” With 3x3/4” Ring MS

SA-106 B

F &amp; D Heads-see notes

SA-516 70

4” SCH 160 Pipes

SA-106 B

0.5” Thick Cold Rolled Plate Shell

SA-516 70

Item

Qty

Description

Material

60.00

18.00

cs 44W

Pads 7x7x3/4”

Bill of Materials

17.96

30.00

G E&F D C B A

Access Progress Vent Outlet Inlet Access

Mark

Service

Manway 12x16” NPT 2” 150# NPT 1” NPT 4” Class 150 NPT Flange 4” Class 150 NPT Flange Manway 12x16” NPT

Shell Shell Top Head Bottom Head Shell Top Head

Description

Location

Bill of Materials Typ. 1/4"

03/06/2002/LB/CL

For Construction

Revision

Date

Description

Pressure Vessel Engineering Ltd. wwwpveng.com 599 Glen Forrest Blvd. Waterloo, Ontario, N2L 4J7 (519) 880-9808 Pressure Vessel Design, Drafting, code Calculation

Digital School Assignment # 1 Sample Vessel Student: Maurice P Instructor: Antonio C Date: 08/24/20

PRODUCED BY AN AUTODESK STUDENT VERSION

162.5 ref

PRODUCED BY AN AUTODESK STUDENT VERSION

Design Code and Conditions:

PRODUCED BY AN AUTODESK STUDENT VERSION

TOP VIEW ESC1: 30

DETAIL ESC 1: 16

FRONT VIEW ESC 1: 30

TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

Assignment # 2 Vessel 3D

DRAWN BY: CHECKED BY: DATE: SCALE:

DETAIL ESC 1: 16 M. PPARCHMENT A. CUAN 09/09/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

ISOMETRIC ESC 1: 20

COURSE: INSTRUCTOR: REVISION: SHEET:

PCT 320 A. CUAN 5 2 OF 3

PRODUCED BY AN AUTODESK STUDENT VERSION

DETAIL ESC 1: 10

TECHNICAL DESIGN COLLEGE

TITLE:

Assignment # 2 Vessel 3D

DRAWN BY: CHECKED BY: DATE: SCALE:

M. PPARCHMENT A. CUAN 09/09/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

PROJECT:

COURSE: INSTRUCTOR: REVISION: SHEET:

PCT 320 A. CUAN A 3 OF 3

PRODUCED BY AN AUTODESK STUDENT VERSION Location

NPS

Class

Hole

3000

1.875"

1/8"

Design Code and Conditions: Code: ASME VIII-1 Radiography: None Impact Test: Not Interior Finish: None Exterior Finish: Primer Volume: 213 cuft Weight: Dry 5360 lbs

FULL PEN.

Wall F1

Outside

Edition: 2001

Addenda: None

Required Per UG-20(f)

1.44 Fluid: Water In Service 18650 Lbs

Ø1.50

R2.50

At Pressure Test 18650 lbs

Ø4.57

1.44

R36.00 2.50

Ø6.19

Wall

Inside Vessel Hole

Typ. 1/4"

8x Ø0.75

General Notes:

UW-16.1 Z-1 Coupling (modified)

8.00

Construction:

WPS_____ Nozzle

NPS

Class

Leg1

Leg42

B&C

150

1/4"

TOP VIEW SCALE 1: 40

Ø60.00 D 19.00

20.00 7

Conditions:

4 A 3

This vessel will be bolted to the floor All nozzles are to support nominal loads only

Leg1

Leg42

SB Slip on Flange

WPS_____ Location

NPS

Class

Leg41 - Weld Size

E&F

150

3/8"

tp 1.5"

Nameplate

Nameplate Bracket Legs W6x15

Legs W6x15

cs 44w

Pads 7x7x3/4”

cs 44W

4” Class 150 RFSO Flange

SA-105

Manway 12x16” With 4x3/4” Ring M3

SA-106 B

2” Class 150 Double Sided Flange Pads

SA-240 316

Lifting Lugs 1/2” Thick

SA-516 70

1” Class 3000 Half Coupling

Manway 12x16” With 3x3/4” Ring MS

SA-106 B

F &amp; D Heads-see notes

SA-516 70

4” SCH 160 Pipes

SA-106 B

0.5” Thick Cold Rolled Plate Shell

SA-516 70

Item

Qty

Description

Material

6.00

SA-105

1 119.50

Bill of Materials

108.00

Full pen.

OD Leg41

Outside

Inside

Full Pen. TYP

G E&F D C B A

Access Progress Vent Outlet Inlet Access

Manway 12x16” NPT 2” 150# NPT 1” NPT 4” Class 150 NPT Flange 4” Class 150 NPT Flange Manway 12x16” NPT

Shell Shell Top Head Bottom Head Shell Top Head

Mark

Service

Description

Location

13 12

162.50

Service Connections

UG-40 (a-2)

Typ.

5.50

1/4"

WPS_____ t

NPS

Leg41 - Weld Size

0.5"

0.531"

3/8"

0.675"

0.531"

3/8"

Location

PRODUCED BY AN AUTODESK STUDENT VERSION

03/06/2002/LB/CL

For Construction

Revision

Date

Description

14.50

9.50

Pressure Vessel Engineering Ltd. wwwpveng.com 599 Glen Forrest Blvd. Waterloo, Ontario, N2L 4J7 (519) 880-9808 Pressure Vessel Design, Drafting, code Calculation

60.25 F

30.50 Typ. Full pen.

nt Nozzle

1/4"

18.46

Leg41

Outside

9 10

Inside

SIDE VIEW SCALE 1: 40

UW-16.1 (c)

WPS_____

Ø60.00

Proj

Leg41 - Weld Size

Leg4

0.5"

0.75"

7/8"

3/8"

0.675"

0.75"

0.5"

3/8"

Location

7.00 1.63 Leg43

Full pen.

Leg41

Nozzle

0.50

3.51

3.74

5.99

Ø59.00

7.00

Outside

Proj

8x Ø1.00 .51

Inside

6.01

4x 90°

UW-16.1 (c) with inside projection

BOTTOM VIEW SCALE 1: 40

WPS_____

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

45°

PROJECT: TITLE:

Assignment # 2 Vessel 3D

DRAWN BY: CHECKED BY: DATE: SCALE:

M. PPARCHMENT A. CUAN 09/09/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

Flange and Dish Head: 60” OD x 3/4” thick nominal Minimum 0.675” thick after forming 60” Dished Radius With 3.6” inside knuckle Radius 1.5’ strait flange Stress relieve heads

ISOMETRIC SCALE 1: 20 COURSE: INSTRUCTOR: REVISION: SHEET:

PCT 320 A. CUAN A 1 OF 2

PRODUCED BY AN AUTODESK STUDENT VERSION

STRAIGHT FACE CURB WITH 0.3m MONO CONCRETE HEADER. SEE DWG. #5010

0.025m/m CROSSF ALL .0 %

0.025m/m ALL CROSSF MIN. 8 .50m

.50m MIN. 8

R =12.00m

MIN. T = 3.00m

MIN. 9.00m

MIN. 3.0m TAN.

MIN. 7.00m

0.025 m/m CROSSFALL

R =9.00m MIN. R = 9.00m

R =9.00m

3.0m 0.025 m/m CROSSFALL

0.025 m/m CROSSFALL

MIN. 2.0m

MIN. R = 9.00m

0.025 m/m CROSSFALL

R =12.00m

MIN. 3.0m TAN.

MIN. T = 3.00m

PRODUCED BY AN AUTODESK STUDENT VERSION

(SEE NOTE #2)

MIN. R = 3.50m

FA SS

C MIN R O .1 SS .0 FA % LL

RF CURB & GUTTER

O R C

ELEVATION REQUIRED ELEVATION REQUIRED

RESIDENT CUL-DE-SAC (WITHOUT ISLAND)

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

Assignment 2.1a Cul-De-Sacs

RESIDENT CUL-DE-SAC ISLAND (CIRCULAR)

DRAWN BY: CHECKED BY: DATE: SCALE:

M. Parchment B. Heurter 27/08/20 1:240

PRODUCED BY AN AUTODESK STUDENT VERSION

MIN. 1.0% CROSSFALL

MIN. 8.5

MIN. R = 11.00m

COURSE: INSTRUCTOR: REVISION: SHEET:

CCT 420 B A 1 OF 2

PRODUCED BY AN AUTODESK STUDENT VERSION

6.9

ROLLED CURB FACE

STRAIGHT FACE CURB WITH 0.3m MONO CONCRETE HEADER. R=3.50m

MIN. 8.50m 0m

7.0

(SEE NOTE #2)

0.025 m/m CROSSFALL

21 8.

R =12.00m

MIN. 7.00m MIN. 7.00m

MIN. 7.00m

MIN. 3.0m TAN.

MIN. 7.00m

MIN. 3.0m TAN.

R =9.00m

R =9.00m 0.025 m/m CROSSFALL

0.025 m/m CROSSFALL

R=9.00m

MIN. 2.0m

R=3.25m

ELEVATION REQUIRED ELEVATION REQUIRED

RESIDENT CUL-DE-SAC ISLAND (CIRCULAR OFFSET)

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

RESIDENT CUL-DE-SAC ISLAND (ELONGATED)

Assignment 2.1b Cul-De-Sacs

DRAWN BY: CHECKED BY: DATE: SCALE:

M. Parchment B. Heurter 27/08/20 1:240

PRODUCED BY AN AUTODESK STUDENT VERSION

7.00m

COURSE: INSTRUCTOR: REVISION: SHEET:

CCT 420 B A 2 OF 2

PRODUCED BY AN AUTODESK STUDENT VERSION

2.15m

1.50m

500 150

150

X-FALL 0.02 m/m 120

50 R

150

25 R

600

PLACE WICK DRAIN AND CONNECT TO CATCH BASIN

1.90m

1.85m

1.50m

250

1.25m

150 150

600

150 R

10 M REBAR AT 750 ON CENTER

120 60

25 1

150 R

150

25 R

200 MIN. OR THICKNESS OF ASPHALT STRUCTURE WHICHEVER IS GREATER

150

200 MIN. OR THICKNESS OF ASPHALT STRUCTURE WHICHEVER IS GREATER

X-FALL 0.02 m/m

250

50 R

120

350

X-FALL 0.02 m/m

F.O.C.

150

10 M REBAR AT 750 ON CENTER 100

PLACE WICK DRAIN AND CONNECT TO CATCH BASIN

350

PLACE WICK DRAIN AND CONNECT TO CATCH BASIN

1.5m MONOLITHIC WALK WITH 150 CURB AND 250mm GUTTER (RETROFIT)

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

300

350

ROLL FACE MONOLITHIC WALK WITH AND GUTTER

Assignment 2.2 Gutter Details

DRAWN BY: CHECKED BY: DATE: SCALE:

M.PARCHMENT INSTRUCTOR 28/08/20 1:12

PRODUCED BY AN AUTODESK STUDENT VERSION

100

1.5m MONOLITHIC WALK WITH 150 CURB AND 500mm GUTTER (RETROFIT)

COURSE: INSTRUCTOR: REVISION: SHEET:

CCT 430 B.HEURTER A 1 OF 1

PRODUCED BY AN AUTODESK STUDENT VERSION

10 M REBAR AT 750 ON CENTER

200 MIN. OR THICKNESS OF ASPHALT STRUCTURE WHICHEVER IS GREATER

150

PRODUCED BY AN AUTODESK STUDENT VERSION VARIES

7.0m or 8.4m

PROPERTY LINE

0.025 m/m SLOPE

PLACE WICK DRAIN AND CONNECT TO CATCH BASIN

RESIDENTIAL SERVICE ROAD

1. PAVEMENT STRUCTURE TO BE APPROVED BY CITY OF EDMONTON. 2. X-FALL TO BE MEASURED FROM LIP OF GUTTER. 3. 7.0m FOR FLANKAGE ON R-1 LOTS. 4. 8.0m FOR FLANKAGE ON R-1 LOTS. 5. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE NOTED.

0.15 STAGED ASPHALT PAVING:

CENTRE

EDGE

10mm-LT (FINAL LIFT)

10mm-LT (INITIAL LIFT)

175

250

GRANULAR BASE

NOTES: 1. REDUCE CENTRELINE "V" TO 50mm AT TIE-IN TO BACK OF BOULEVARD WALK TO FACILITATE DRAINAGE AS REQUIRED. 2. DEPTH OF GAS TRENCH TO BE MINIMUM 1.1m. 3. EDGES OF PAVEMENT TO BE WARPED TO FIT DRIVEWAYS. 4. ALLEY IS CENTRED IN R/W UNLESS THERE ARE POLES. 5. STAGED ASPHALT PAVING WILL BE REQUIRED IF MULTIPLE UTILITIES ARE INSTALLED WITHIN THE 4.0m PAVED AREA. 6. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE NOTED

FENCE / BARRIER POST AS REQUIRED

6.0 R/W 1.0

4.0

1.0

0.5m (IF POLES ON OTHER SIDE) 0.07m /m

1.5m (IF POLES ON OTHER SIDE) /m 0.07m

MAX

75mm 10mm-LT PROPERTY LINE

4.0m RESIDENTIAL ALLEY

GAS GAS

GAS

1.2

GRANULAR BASE 3-20A OR 3-63B

GAS

WATER

GAS

0.9

2.8 STORM SEWER

TECHNICAL DESIGN COLLEGE

TITLE:

Assignment 2.3 Roadway Sections

DRAWN BY: CHECKED BY: DATE: SCALE:

M.PARCHMENT INSTRUCTOR 28/08/20 NTS

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

PROJECT:

COURSE: INSTRUCTOR: REVISION: SHEET:

CCT 430 B.HEURTER A 1 OF 2

A2.3

PRODUCED BY AN AUTODESK STUDENT VERSION

NOTES:

PROPERTY LINE

PRODUCED BY AN AUTODESK STUDENT VERSION

PLACE CLAY PLUG IF LANDSCAPING NOT UNDERTAKEN BY ROAD CONTRACTOR

PRODUCED BY AN AUTODESK STUDENT VERSION

LIGHT STANDARD

NO PARKING SIGN

2.00

16.00 R/W

NO PARKING SIGN

EASEMENT

8.00

3.60 TREE F.O.C.

F.O.C.

3.10

2.90

2.80

C.C.

VALVE

C.C.

R/W 130mm PARABOLIC CROWN

HYDRANT

0.10 C.C.

C.C.

GAS

MAIN POWER TELEPHONE & CABLE T.V.

GAS

8.00

3.00

1.50

1.25

POWER CABLE IN PVC DUCT ENCASED IN CONCRETE 1.5m EITHER SIDE OF HYDRANT AT 1.0m BACK OF HYDRANT

GAS

STORM SEWER

1.50

GAS

5.50

2.60

1.00

WATER MAIN

GAS

SANITARY SEWER

GAS MAIN GAS

1.10

TELE./ POWER DUCTLINE

SERVICE CABLES

GAS

2.58

GAS

SERVICE CABLES

PLACE WICK DRAIN AND CONNECT TO CATCH BASIN (TYPICAL BOTH SIDES)

GAS

GAS MAIN

GAS

MAIN POWER TELEPHONE & CABLE T.V.

1.25

0.10

GAS

ALTERNATE STORM SEWER LOCATION

9.00

0.30 GAS MAIN

1.00 1.10

0.90

GROUND RODS PLACE WICK DRAIN AND CONNECT TO CATCH BASIN (TYPICAL BOTH SIDES)

1.50

PROPERTY LINE

110mm PARABOLIC CROWN

0.30

GAS MAIN

1.50

PROPERTY LINE

PLACE CLAY PLUG IF LANDSCAPING NOT UNDERTAKEN BY ROAD CONTRACTOR (TYPICAL BOTH SIDES)

0.5

F.O.C.

HYDRANT

2.00 EASEMENT

F.O.C.

STREET LIGHT

17.0 R/W

2.00 EASEMENT

ALTERNATE FOR GAS IF NO POWER SERVICE

WATER MAIN

5.50

10.50

STORM SEWER SANITARY SEWER

8.50

NOTES:

11.50

1. WATER TO BE ON OPPOSITE SIDE OF MAIN POWER. 2. PIPE SIZES AND DEPTH VARY. 3. HYDRANTS TO BE INSTALLED ON BRANCH MAINS AT INTERSECTIONS OR BETWEEN WALK PROPERTY LINE. 4. LANDSCAPING MUST NOT COVER POLE BASE. 5. DEPTH OF MAIN POWER, TELEPHONES AND CABLE T.V. TRENCH TO BE MINIMUM 1.1m. 6. DEPTH OF GAS TRENCH TO BE MINIMUM 1.1m WITHIN ROAD RIW. 7. REQUIRE A MINIMUM OF 0.3m VERTICAL SEPARATION BETWEEN POWER AND GAS. 8. MINIMUM OF 1.0m SEPARATION BETWEEN BACK OF WALK AND POWER. 9. GAS MAIN LOCATED ON EASEMENTS. 10. SERVICE BOX FOR POWER,TELEPHONE AND CABLE T.V. TO STRADDLE PROPERTY LINE. 11. PLACE CLAY PLUG IF LANDSCAPING NOT UNDERTAKEN BY ROAD CONTRACTOR. 12. MIN. MONOWALK WIDTH= 1.5m. 13. MIN. TREE OFFSET= 1.5m FROM ALL CONCRETE INFRASTRUCTURE. 14. MONOLITHIC SIDEWALK CURB AND GUTTER ON BOTH SIDES UNLESS OTHERWISE SPECIFIED. 15. CROWNS ARE MEASURED FROM LIP OF GUTTER. 16. PARKING ALLOWED ON ONE SIDE ONLY.

NOTES: 1. WATER TO BE ON OPPOSITE SIDE OF MAIN POWER. 2. PIPE SIZES AND DEPTH VARY. 3. HYDRANTS TO BE INSTALLED ON BRANCH MAINS AT INTERSECTIONS OR BETWEEN WALK PROPERTY LINE. 4. LANDSCAPING MUST NOT COVER POLE BASE. 5. DEPTH OF MAIN POWER, TELEPHONES AND CABLE T.V. TRENCH TO BE MINIMUM 1.1 m. 6. DEPTH OF GAS TRENCH TO BE MINIMUM 1.1m WITHIN ROAD R/W. 7. REQUIRE A MINIMUM OF 0.3m VERTICAL SEPARATION BETWEEN POWER AND GAS. 8. MINIMUM OF 1.0m SEPARATION BETWEEN BACK OF WALK AND POWER. 9. GAS MAIN LOCATED ON EASEMENTS. 10. SERVICE BOX FOR POWER, TELEPHONE AND CABLE T.V. TO STRADDLE PROPERTY LINE. 11. PLACE CLAY PLUG IF LANDSCAPING NOT UNDERTAKEN BY ROAD CONTRACTOR. 12. MIN. TREE OFFSET= BOULEVARD WALK SAME ALIGNMENT AS STREET LIGHT WHERE APPLICABLE OR 1.5m FROM CURB FACE (NO WALK). 13. SIDEWALK ON BOTH SIDES UNLESS OTHERWISE SPECIFIED. 14. CROWNS ARE MEASURED FROM LIP OF GUTTER.

8.0m URBAN LOCAL RESIDENTIAL (MONO WALK BOTH SIDES) -16m R/W

TECHNICAL DESIGN COLLEGE

TITLE:

Assignment 2.3 Roadway Sections

DRAWN BY: CHECKED BY: DATE: SCALE:

M.PARCHMENT INSTRUCTOR 28/08/20 NTS

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

PROJECT:

9.0m URBAN LOCAL RESIDENTIAL (BOULEVARD WALK) -17m R/W COURSE: INSTRUCTOR: REVISION: SHEET:

CCT 430 B.HEURTER A 2 OF 2

A2.3

PRODUCED BY AN AUTODESK STUDENT VERSION

PROPERTY LINE

3.60 TREE

TRANSFORMER

GAS

PRODUCED BY AN AUTODESK STUDENT VERSION

EASEMENT

PRODUCED BY AN AUTODESK STUDENT VERSION

1 1/4" ± 1/2"

18' -0 7/8"

1'-3"

Overall Assembly

2 7/8" SPLIT RING (SA - 106 B) 15

19 FABRICATED (32" O.D. @ Flg.) A RETURN BEND HSG. ASSY. 19 (SA-516 70 Norm.) B

TUBE GASKET (S.I.O.J. / Non - Asb. Fill) 17

SHELL INLET & OUTLET 25 6" 600#R.F.W.N. Flg.

19 A

24 w/ Sch.80 Bore (SA- 105) A 6" Sch.80 Pipe(SA-106-8) 24 B

6" 600#R.F.W.N. Flg. W/Sch.80 Bore (SA- 105)

PRODUCED BY AN AUTODESK STUDENT VERSION

SHELLPIPE 0" Sch.80 (SA- 106 B)

Norm.

SHELL INLET & OUTLET

(Comp. Non - Asb.)

14 (SA - 516 70) 21 Note 2.

20 Note 2. 18 GASKET

± 1/16" C

7/8"

HE-3

± 1/16"

12" (Typ.)

± 1/32"

30" (Ref.)

12" C-C

S.S. NAMEPLATE C

24"

± 1/8"

36"

HE-3

75°

± 1/16" 1 1/16"

12" (Typ.)

HE-38

3/8"

1'-4 5/16" 15'-3" To Remove Bundle

6 3/4" (Approx.) (Ref.) 3/4" x 1" Long Slotted Holes (8) Each Support

3" (Typ.)

(Ref.)

11 1/4"

MOVABLE SUPPORTS (2) REQUIRED

± 1/8"

1'-6 1/8" 2'-2 1/4"

END VIEW Item 25 Not Shown For Clarity

± 1/8"

ELEVATION Notes: 1. Nozzle Flange Bolt Holes Straddle Normal Center Line. 2. Bolting Is SA- 193 B7 & SA- 194 2H. 3. See Dwg. Sht.1 For Additional Information.

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

Assingment 3 Heat Exchanger

DRAWN BY: CHECKED BY: DATE: SCALE:

M.Parchment INSTRUCTOR 20/09/20 1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT VERSION

SEAL RING (SA - 106 B D.S.A.) 16

"U" -Tubes(One Pc.) (22) 1" 0.0. x.083" Min. Wall (SA-214)

COURSE: INSTRUCTOR: REVISION: SHEET:

PCT 410 A.Cuan A 1 OF 3

PRODUCED BY AN AUTODESK STUDENT VERSION

± 1/8"

15'-11 25/32"Tube Assembly Length 8 9/16" (Ref.)

15'-3 1/8"Tube Straight Length

5 1/8" (Ref.)

"U" Tubes (22) 1" 0.0. x.083" Min. Wall (SA-214)

Tubes Flush To 1/16" Recessed & Rolled Into Tube Fitting (See Note 2)

PRODUCED BY AN AUTODESK STUDENT VERSION

± 1/32"

Note:Tack weld Tie Rods Bars To Supports & Tube Fitting

7/16" (Typ.)

PRODUCED BY AN AUTODESK STUDENT VERSION

Tong. Line

TUBE FITTING (SA-516-70 Norm.)

12" O.C.

These Focus Must Be In The Same Plane

11 Tie Rod C C. Stl. 11 Tie Bar B C. Stl.

Supports A-36

11 Tie Bar A C. Stl.

1/2" (Ref.) 1 15/16" (Ref.)

7 Spa @ 251/2" = 14' -10 1/2"

Notes: 1. Protect Gasket Surface From Scarring Prior To Installation. 2. Tube Holes Are Grooved Per T.E.M.A. R-7.44

TECHNICAL DESIGN COLLEGE

TITLE:

Assingment 3 Heat Exchanger

DRAWN BY: CHECKED BY: DATE: SCALE:

M.Parchment INSTRUCTOR 20/09/20 1- 1/2" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

PROJECT:

COURSE: INSTRUCTOR: REVISION: SHEET:

PCT 410 A.Cuan A 2 OF 3

PRODUCED BY AN AUTODESK STUDENT VERSION

TECHNICAL DESIGN COLLEGE

TITLE:

Assingment 3 Heat Exchanger

DRAWN BY: CHECKED BY: DATE: SCALE:

M.Parchment INSTRUCTOR 20/09/20 NTS

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

PROJECT:

COURSE: INSTRUCTOR: REVISION: SHEET:

PCT 410 A.Cuan A 3 OF 3

PRODUCED BY AN AUTODESK STUDENT VERSION 4" X 6"

PSV 1

T1 2

2" 01- 4 - C30 -10"- IH

36 TW 3

01 - 1 - C30 - 8"

COOLING TOWER SEE UTILITY FLOW SHEET

E-102 T1 1

01 - 3 - C30 -12"- IH

FCV 1

LG 1

4" FRC 2

1 12" LC 1

LG 2

1 1 2"

FT 2

P1 2

4" 01 - 2 - C30 -10"- IH

PC 1

FUEL GAS

3" PSV 2

PI 3

4" X 6" 01-13-A15-6"

01 - 7- C30 - 4"

E-101 TRIM:260-IH

4" 01- 6 - C30 - 6"

V-101 TRIM:250

T1 1

HOT OIL SEE UTILITY FLOW SHEET

PRODUCED BY AN AUTODESK STUDENT VERSION

P1 1

FLARE 1

1 2" 3

LG 3

V-102 TRIM:250-C

LC 2 3

1 1 2" 01-16-C30-2"

DRAIN

LCV 1

01- 3 - C30 - 4"

DRAIN STORAGE

01- 8 - C30 - 6"

STORAGE

P1 4

6" PI 5

6" 4"

P-101A

01 - 6 - C30 -10"

01- 6 - C30 -10"

01- 7- C30 - 6"

1/2"

P-101B

DRAIN

1/2"

DRAIN

MECHANICAL FLOW DIAGRAM

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

ASSIGMENT # 1 PIPING

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE.P DR. MUHIB 05/27/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

FCV 1

01-12-C30-4"

UNIT FEED

COURSE: INSTRUCTOR: REVISION: SHEET:

ECT350 DR. MUHIB A 4 OF 4

PRODUCED BY AN AUTODESK STUDENT VERSION

P-502

P-501

AMMONIA INJECTION PUMP 4 GMP@ 8200 FT TDH 900RMP @ 10HP

NITROGEN INJECTION PUMP 3 GMP@ 5800 FT TDH 600RMP @ 8HP PCV

ATMOS. SET AT 25# PSIG

PCV

05 - 302 - A15 - 1" AMMONIA

SET AT 1825# PSIG

PCV

05 - 306 - A15 - 2"

PCV

SET AT 25# PSIG

1 12"

PCV

1 12"

05 - 301 - A15 - 1"

05 - 305 - A15 -1 12"

NITROGEN

1 1 2"

05-308 - A15 - 1 12" PCV NITROGEN TANK TRUCK

AMMONIA TANK TRUCK

NITROGEN TO GAS HEATER

1 1 2" 05 - 307- A15 -1 12"

PRODUCED BY AN AUTODESK STUDENT VERSION

AMMONIA TO GAS HEATER

TO HYDRO CRACKER

05 - 303 - A15 - 1"

05 - 304 - A15 -1"

SET AT 1833# PSIG

1 1 2" 1

1 2" 05 - 309 - A15 - 2"

TO FLARE

1 1 2" FG

P1 P1

1 1 2"

05-310 - A15 -1 12"

1 1 2"

TO HYDROCRACKER

1 2"

P-501

P-502

PROCESS FLOW DIAGRAM

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

ASSIGNMENT # 1 PIPING

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE.P DR. MUHIB 05/27/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

TO FLARE

COURSE: INSTRUCTOR: REVISION: SHEET:

ECT350 DR. MUHIB A 3 OF 4

PRODUCED BY AN AUTODESK STUDENT VERSION

COOLING WATER TO & FROM E-102

HOT OIL TO & FROM E-101

PSV-2 TO FLARE FROM V-102

FCV 1

01-12-C30-4"

01 -15 - A15 - 6

01 - 14 -A15 - 8

FT 1

01 - 10 - A15 - 6"- IH

01-11 - A15 - 6"- IH

FRC 1

18A15 -10"IH HEAT MEDIUM SUPPLY 19A15 -10"IH HEAT MEDIUM RETURN 21A15 -10"

COOLING WTR SUPPLY

22A15 -10"

COOLING WTR RETURN

20A15 - 8"

FLARE

23A15 - 2"

INSTRUMENT AIR

24A15 - 2"

PLANT AIR

25A15 - 3"

SERVICE WATER

26A15 - 3" IH

L.P STREAM

UTILITY FLOW DIAGRAM

DIGITAL SCHOOL TECHNICAL DESIGN COLLEGE

PROJECT: TITLE:

ASSIGNENT # 1 PIPING

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE. P DR. MUHIB 05/27/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

COURSE: INSTRUCTOR: REVISION: SHEET:

ECT350 DR. MUHIB A 1 OF 4

PRODUCED BY AN AUTODESK STUDENT VERSION

H-501 RECYCLE GAS HEATER T1 TAH

TSH

PRODUCED BY AN AUTODESK STUDENT VERSION

2" 2" P1

LOCATE AT DAMPER CONTROL

4" 3

2" X 1 12"

X 12"

05 - 250 - A15 - 2"

PSL

PCV

05 - 256 - A15 - 1"

1 12"

05 - 263 - A15 -1 12" - IET

PAL

05 - 263 - A15 - 1 12" - IET

SNUFFING STEAM

H-501

PILOT GAS

PIC

PCV

05 - 263 - A15 - 3"- IET

FUEL GAS

1 12"

FE 3

1 12"

PROCESS FLOW DIAGRAM

TECHNICAL DESIGN COLLEGE

TITLE:

ASSIGNMENT #1 PIPING

DRAWN BY: CHECKED BY: DATE: SCALE:

MAURICE. P DR. MUHIB 05/27/20 AS NOTED

PRODUCED BY AN AUTODESK STUDENT VERSION

DIGITAL SCHOOL

PROJECT:

COURSE: INSTRUCTOR: REVISION: SHEET:

ECT350 DR. MUHIB A 2 OF 4