design development set arc 602

DRAWING INDEX:

GENERALG100 Abbreviations, Symbols & Code Review

SITEC - 1.0 Existing SiteC - 1.1 Master Plan

STRUCTURALS1.01 Foundation PlanS2.01 Framing Plan Ground & Second Floor TypicalS2.02 Framing Plan Third & Fourth Floor Typical

ARCHITECTURALA .01 SchedulesA 1.1D Ground Floor Plan - DimensionedA 1.2D Second Floor Plan - DimensionedA 1.3D Third Floor Plan - DimensionedA 1.4D Fourth Floor Plan - DimensionedA 1.1 Ground Floor Plan - FurnishedA 1.2 Second Floor Plan - FurnishedA 1.3 Third Floor Plan - FurnishedA 1.4 Fourth Floor Plan - FurnishedA 2.1 Roof PlanA 3.1 Reflected Ceiling Plan Ground FloorA 3.2 Reflected Ceiling Plan Second & Third Floor TYPICALA 3.3 Reflected Ceiling Plan Fourth FloorA 4.1 Elevations - North & SouthA 4.2 Elevations - East and WestA 5.1 SectionsA 5.2 SectionsA 6.1 Wall SectionsA 6.2 Wall SectionsA 7.1 Wall Section DetailsA 7.2 Site and Foundation DetailsA 7.3 Curtain Wall Elevation & DetailsA 7.4 Stair DetailsA 8.1 Interior ElevationsA 9.1 Typical Furniture PlansA 10.1 3D Model ViewsA 10.2 3D Model ViewsA 11.1 Presentation 3D Plan & Section

MECHANIALM1.1 Ground Floor Mechanical/ElectricalM1.2 Second Floor Mechanical/Electrical

A101

1 Ref

1

Ref

1 Ref

1

Ref

Room name150 SF

A1011

SIM

101

0

NameElevation

1A101

SIM

@Beam Type Spacing

1i Wall Tag

Structural Beam

Section

North Arrow

Elevation Target

Grid Callout

Door Tag

Callout to Detail

Room Name

Centerline

Elevation Mark

SYMBOLS LEGEND: HATCH KEY:SECTION CUTEARTHGRAVELACOUSTICAL TILE 2' x 2'ACOUSTICAL TILE 2' x 4'CONCRETE

Scale

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Title Block

SinclairCollege

John FabeloAshley L. Shaver

January 2012602

Sinclair Community College444 West Third StreetDayton, Ohio 45402

Design Development Documents

No.

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UP

UP

UP

1A 5.1

654321 7 8 9

11

1

A 6.1

1A 5.2

12

13

14

10

2A 5.1

----

A 8.1

1InteriorElevation -Lobby Space

A 7.3

3

-

- door elevation

A 7.34

A 7.31

A 7.32

A .01

5

2A 6.1

3A 6.1

17

20

21

22

23 24 25

26

27

28

29 30 31

32

33

34

35 36 37

38

39

401

A 6.2

2

3567

8

910

11

128

124

118 112

120 117

118

119 116

115

115

113

114

110

127C127 127

B

120B

119

125

122

120A

121

109

111

106

105

104103

102101

107108

126

10

10

1010 1010

10

15

5

5

11

11

11

11

12

12

12

11

555

6

5

5

5

5

123

Scale

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Checked By

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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

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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

35 1/8" = 1'-0"

4/23

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55:5

3 P

M

A 1.1

Ground FloorPlan

Furnished

SinclairCollege

CheckerAuthor

January 2012602

No.

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Dat

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1/8" = 1'-0"1 Ground Floor Plan Furnished

UP

UP

UP

1A 5.1

654321 7 8 9

11

1

A 6.1

1A 5.2

12

13

14

10

2A 5.1

241' - 2"

168'

- 9"

99' - 6"

30' - 6" 30' - 0" 30' - 0" 29' - 11 1/2" 30' - 0" 30' - 0"

A 7.41

----

A 8.1

1InteriorElevation -Lobby Space

20' - 0" 207' - 11 1/2"

61' -

4"

36' -

0"

25' -

5 1

/2"

249' - 9"

8' - 5" 13' - 6" 16' - 0" 13' - 11" 16' - 0 1/2" 13' - 11" 16' - 1" 13' - 11" 16' - 0" 13' - 11" 10' - 8 1/2" 5' - 11 1/2" 6' - 9"

75' - 7 1/2"

43' -

10"

41' -

9 1

/2"

83' -

1 1

/2"

22' - 3" 10' - 7"

32' - 5 1/2"

29' -

5 1

/2"

8' -

3"4'

- 8

1/2"

4' -

0"4'

- 8

1/2"

7' -

8"

41' - 9"

27' - 3 1/2"

9' - 7 1/2" 8' - 1" 9' - 6"

16' - 10 1/2" 7' - 5 1/2" 16' - 4 1/2"

41' - 2"

5' - 6"

180' - 2"

30' - 0" 60' - 0" 60' - 0"

22' -

11

1/2"

34' -

6" 2

35678

910

11

128

124

118 112

120 117

118

119 116

115

115

113

114

110

127C127 127

B

120B

119

125

122

120A

121

109

111

106

105

104103

102101

107108

126

10

10

1010 1010

10

15

5

5

11

11

11

11

12

12

12

11

555

6

5

5

5

5

A 7.3

3

123

-

- door elevation

A 7.34

A 7.31

A 7.32

A .01

5

2A 6.1

3A 6.1

17

20

21

22

23 24 25

26

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28

29 30 31

32

33

34

35 36 37

38

39

401

A 6.2

A 9.11

7' - 4 3/32" 7' - 8 3/32" 7' - 8 3/32" 15' - 4 5/32"7' - 8 9/32" 14' - 0" 7' - 7 23/32" 7' - 8 21/32" 14' - 0" 16' - 0 1/8" 14' - 0" 7' - 7 7/32" 7' - 8 9/32" 14' - 0" 7' - 7 23/32"

10' -

0"

18' -

10"

10' - 0"8

7

6

76

7

76

7

7

7

7

7

7

77

6

6

6

7

77

77

7

6

55

5

6

6

6

1. Entry2. Administration Lobby3. Reception, Bursar & Support4. Restrooms5. Enrollment Services6. Student Services7. Information Technology8. Loading9. Workroom/Storage10. Faculty & Administration11. Bookstore & Cafe

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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

35As indicated

4/23

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2 8:

55:5

5 P

M

A 1.1D

Ground FloorPlan

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 Ground Floor Plan

No.

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DN

UP

UP

654321 7 8

9

9

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-

-

--

-

-

12

13

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10

A 8.1 2

Inte

rior

Ele

vatio

n - T

YP

.C

lass

room

FRO

NT

A 8.1

3

InteriorElevation - TYP.ClassroomADJACENTWall'

A 8.14

Inte

rior

Ele

vatio

n - T

YP

.C

lass

room

BA

CK

Wal

l

A 8.1

5InteriorElevation - TYP.ClassroomWINDOW View

A 7.34

A 7.31

A 7.32

A .01

5

17

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21

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26

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33

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11111

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224 226

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218 216

223

205

215 211

213

214

209

208

206

207

217

203222

221

220

219

200

202A

202B

201B

201A

204

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10

10

10

10

10

10

1010 1010

10

7

11

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11

11

11

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55 5

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5

5

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1

129

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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

35 1/8" = 1'-0"

4/23

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2 8:

55:5

8 P

M

A 1.2

Second FloorPlan

Furnished

SinclairCollege

CheckerAuthor

January 2012602

No.

Des

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Dat

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1/8" = 1'-0"1 Level 2 Furnished

DN

UP

UP

654321 7 8

9

9

11

-

-

--

-

-

12

13

14

10

A 8.1 2

Inte

rior

Ele

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n - T

YP

.C

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room

FRO

NT

A 8.1

3

InteriorElevation - TYP.ClassroomADJACENTWall'

A 8.14

Inte

rior

Ele

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n - T

YP

.C

lass

room

BA

CK

Wal

l

A 8.1

5InteriorElevation - TYP.ClassroomWINDOW View

11111

3

1 11 1

4

5

224 226

225

218 216

223

205

215 211

213

214

209

208

206

207

217

203222

221

220

219

200

202A

202B

201B

201A

204

10

10

10

10

10

10

10

1010 1010

10

7

11

11

11

11

11

11

11

12

12

55 5

5

5

5

5

5

5

A 7.34

A 7.31

A 7.32

A .01

5

17

17

18

18

19

19

20

21

22

26

27

28

32

33

34

38

39

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1

A 9.12

12' -

8 3

/4"

8' -

8 3/

4"

11' - 0"

9' - 6"

30' - 0"30' - 0"

20' - 0"

42' -

4 3

/4"

29' -

8"

31' -

8"

60' - 0"

29' - 4"

29' - 4"

10' -

0 3

/4"

8' -

0 3/

4"

16' -

11

3/16

"9'

- 3

1/32

"9'

- 4

17/3

2"6'

- 0" 9' - 4"9'

- 2"

0' - 8" 30' - 0" 29' - 8" 29' - 4" 29' - 4" 14' - 4"

6' -

6"22

' - 4

"

22' -

4"

6' -

6"

7' - 4 3/32" 7' - 8 3/32" 7' - 8 3/32" 15' - 4 5/32"18

' - 1

0"

10' -

0 3

/4"

29' - 4"

22' -

11

27/3

2"

27' -

10

21/3

2"

28' -

9 7

/16"

33' -

8 1

/4"

6

6

7

6

7

77

77

7

7 7

7

7

7

7

7

7

7

767

77

77

6

7

7

7

6

7

5

6

1. Classroom2. Restrooms3. Storage & Mechanical4. Library Circulation5. Library & Study Space

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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

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35As indicated

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2 8:

56:0

0 P

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A 1.2D

Second FloorPlan

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 Level 2 Dimensioned

No.

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UP

UP

654321 7 8

17

18

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23 24 25

11111

3

1 1 1 1300

321

310 303

304

320

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323

324322

317

316

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314

301

313 309

311

312 308

307

306

305

302

318

7

6

55

5

5

5

5

5

5

5

Scale

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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

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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

35 1/8" = 1'-0"

4/23

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2 8:

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1 P

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A 1.3

Third FloorPlan

Furnished

SinclairCollege

CheckerAuthor

January 2012602

No.

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654321 7 8

11111

3

1 1 1 1300

321

310 303

304

320

319

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324322

317

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313 309

311

312 308

307

306

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7

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5

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17

18

19

23 24 25

16' - 0"

29' - 4" 0' - 8" 29' - 4" 0' - 8" 29' - 4" 0' - 8" 29' - 4"

9' - 1 1/8"19' - 2"

41' -

6 3

/4"

9' -

2"

9' - 4"

20' -

9"

14' - 4" 0' - 8" 14' - 4"

8' - 10" 8' - 10"10' - 4"6' -

6"

8' -

0 3/

4"

9' - 4"

10' -

0"

18' -

10"

29' - 4"

12' -

0 3

/4"

10' -

0 3

/4"

12' -

0 3

/4"

8' -

0 3/

4"

59' - 2"

4' - 11 23/32"5' - 0 15/16"

6' -

0"9'

- 4

17/3

2"9'

- 3

1/32

"16

' - 1

1 3/

16"

9' - 3" 9' - 11" 10' - 8" 7' - 8 9/32" 14' - 0" 7' - 7 23/32" 0' - 8" 7' - 8 21/32" 14' - 0" 7' - 7 11/32" 0' - 8" 7' - 8 25/32" 14' - 0" 7' - 7 7/32" 0' - 8" 7' - 8 9/32" 14' - 0" 7' - 7 23/32" 7' - 4 3/32" 7' - 8 3/32" 7' - 8 3/32" 15' - 4 5/32"

29' - 4"

6' -

6"22

' - 4

"

22' -

11

27/3

2"

27' -

10

21/3

2"

28' -

9 7

/16"

33' -

8 1

/4"

11

6

6

7

7

7

7

77

77

7

7

7

7

7

7

7

7

7

7

77 7

7

6

7

7

7

7

7

11

11

11

7

7

55

1. Classroom2. Restrooms3. Storage & Mechanical

Scale

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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

1

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7

8

9

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12

13

14

15

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17

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19

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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

35As indicated

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2 8:

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2 P

M

A 1.3D

Third FloorPlan

SinclairCollege

CheckerAuthor

January 2012602


No.

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654321 7 8

1

1

1

3

41 1

A 8.1

6Interior LobbySpace

413A

409 403

419B

416

417

418

401

414414B

419420A

413B

420B

402

400

415

404

406

405

412

410

411

408

406

407

10 1010 10

1010

10

10

10

10

10 10 10 10 10 1010 10 10 10 10 10

1010

10

1010

10

1010

10

1010

10

1010

10

10

10

10

10

10

17

18

19

23 24 2529 30 31A 9.13

A 9.14

Scale

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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

35 1/8" = 1'-0"

4/23

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2 8:

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3 P

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A 1.4

Fourth FloorPlan

Furnished

SinclairCollege

CheckerAuthor

January 2012602

No.

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Dat

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DN

DN

1. Classroom2. Restrooms3. Storage4. Support

654321 7 8

A 8.1

6Interior LobbySpace

17

18

19

23 24 2529 30 31

1

1

1

3

41 1

413A

409 403

419B

416

417

418

401

414414B

419420A

413B

420B

402

400

415

404

406

405

412

410

411

408

406

407

10 1010 10

1010

10

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10 10 10 10 10 1010 10 10 10 10 10

1010

10

1010

10

1010

10

1010

10

1010

10

10

10

10

10

10

10' -

0 3

/4"

6' -

6"

29' - 4"

10' - 4"

10' - 0" 29' - 2" 1' - 0" 29' - 2" 60' - 8"10' -

0 3

/4"

9' -

2"0'

- 11

"20

' - 9

"

19' - 2"

16' -

11

3/16

"9'

- 3

1/32

"9'

- 4

17/3

2"6'

- 0"

9' -

8" 59' - 4"

9' - 3" 9' - 11"5' - 3 3/4" 9' - 4 17/32" 9' - 3 1/32" 11' - 4 9/16" 9' - 4 17/32" 9' - 3 1/32" 5' - 4 17/32" 5' - 4 1/32" 9' - 4 17/32" 9' - 3 1/32" 11' - 3 15/16" 9' - 4 17/32" 9' - 3 1/32" 5' - 4 29/32"

7' - 4 3/32" 7' - 8 3/32" 7' - 8 3/32" 15' - 4 5/32"

18' -

10"

10' - 0"

28' -

10"

8' - 10"8' - 10"

14' - 4"14' - 4" 0' - 8"

11

7

7

7

7

7

7

7

7

77 7

7

7

7

7

7

7

7

7

7

7

7

7

Scale

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35As indicated

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/201

2 8:

56:0

3 P

M

A 1.4D

Fourth FloorPlan

SinclairCollege

CheckerAuthor

January 2012602

No.

Des

crip

tion

Dat

e


slope

slope

slopeto

drain

Elevation: +35' -0"

Elevation: + 30'-0"Elevation: +40'-0"

Elevation: +40'-0"

BOARD INSULATIONRigid Bd. Insul.

BUILT-UP BITUMINOUS ROOFINGMulti-Ply Roof Over Overlay Bd.

FACILITY STORM DRAINAGERoof Drain

STEEL JOIST FRAMING

STEEL ROOF DECKING

Scale

Date

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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

1

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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

35As indicated

4/23

/201

2 8:

56:0

5 P

M

A 2.1

Roof Plan

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 Level 5 ROOF PLAN

1 1/2" = 1'-0"2 Roof Drain

No.

Des

crip

tion

Dat

e

Open to StructureAbove


Open toStructure

Above106

105

104103

102101

RM 10+10'-0"

RM 9+10'-0"

RM 7+10'-0"

RM 6+10'-0"

RM 5+10'-0"

RM 4+8'-0"

RM 3+12'-0"

+8'-0"

open to above

Scale

Date

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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

1

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7

8

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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

35 1/8" = 1'-0"

4/23

/201

2 8:

56:0

6 P

M

A 3.1

RCP GroundFloor Plan

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 Ground Floor Plan

No.

Des

crip

tion

Dat

e



RM 4+8'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 3+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

+8'-0"


typical lighting plan

Scale

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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

1

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8

9

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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

35 1/8" = 1'-0"

4/23

/201

2 8:

56:0

6 P

M

A 3.2

RCP -Second &Third Floor

TYP.

SinclairCollege

CheckerAuthor

January 2012602


No.

Des

crip

tion

Dat

e

RM 4+8'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"RM 4

+10'-0"

RM 3+10'-0"

+10'-0"

Scale

Date

Drawn By

Checked By

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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

1

2

3

4

5

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8

9

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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

35 1/8" = 1'-0"

4/23

/201

2 8:

56:0

7 P

M

A 3.3

RCP - FourthFloor

SinclairCollege

CheckerAuthor

January 2012602


No.

Des

crip

tion

Dat

e

Ground Floor Plan0' - 0"

Level 2 Dimensioned15' - 0"


Level 4 Furnished42' - 0"

Level 5 ROOF PLAN55' - 6"

1

A 6.1

2A 5.1

-----

---3

A 6.1

BRICK

STONE

CMU

WOOD ROOF

CURTAIN WALL GLASS

SPANDREL GLASS






1

A 6.1

2A 5.1

-----

---3

A 6.1

BRICKMETAL ACCENT METAL ACCENT

CMU

Exterior finish, roofing

Scale

Date

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1

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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

35 1/8" = 1'-0"

4/23

/201

2 8:

56:1

3 P

M

A 4.1

Elevations

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 North Elevation

1/8" = 1'-0"2 South Elevation

No.

Des

crip

tion

Dat

e





1A 5.1


---- -

---

6

A 7.1

Sim

2A 6.1

BRICK

CMU

WOOD ROOF

SPANDREL GLASS

CURTAIN WALL GLASS





1A 5.1


-

---

2A 6.1

BRICK

STONE

WOOD ROOF

CURTAIN WALL GLASS

SPANDREL GLASS

Scale

Date

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Checked By

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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

1

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3

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5

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7

8

9

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11

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13

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19

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22

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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

35 1/8" = 1'-0"

4/23

/201

2 8:

56:1

8 P

M

A 4.2

Elevations

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 East Elevation

1/8" = 1'-0"2 West Elevation

No.

Des

crip

tion

Dat

e






----

2A 5.1

-----

---

3A 6.1

29 10

1 1 1 1 4

1 1 1 1

4 1 1





1A 5.1


-

---

----

----

2311

1 4 5

1

1

Scale

Date

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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

1

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8

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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

35 1/8" = 1'-0"

4/23

/201

2 8:

56:2

0 P

M

A 5.1

Section

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 North South Section

1/8" = 1'-0"2 East West Section

No.

Des

crip

tion

Dat

e






11

45

Scale

Date

Drawn By

Checked By

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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

1

2

3

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8

9

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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

35 1/8" = 1'-0"

4/23

/201

2 8:

56:2

2 P

M

A 5.2

Section

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 East West Curtain Wall Building Section

No.

Des

crip

tion

Dat

e






A 7.16

Sim

A 7.11

Sim




9

A 7.12






20263238

A 7.13

Sim

Scale

Date

Drawn By

Checked By

Project Number

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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

1

2

3

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5

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7

8

9

10

11

12

13

14

15

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17

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19

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23

24

25

26

27

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

35 3/8" = 1'-0"

4/23

/201

2 8:

56:2

3 P

M

A 6.1

Wall Sections

SinclairCollege

CheckerAuthor

January 2012602

3/8" = 1'-0"1 Wall Section 1

3/8" = 1'-0"2 Curtain Wall Section

3/8" = 1'-0"3 Building Connection Wall Section

No.

Des

crip

tion

Dat

e




A 6.22

Sim

A 6.23

Sim

GRAVEL BALLASTGRAVEL STOP

PRESSURE TREATED 2x6TAPERED INSULATION

SINGLE PLY ROOFMEMBRANE

WOOD2x12

1/2" METAL DECKING

ALUM. FASCIA PANEL &SOFFIT ON 5/8" PLYWOOD

w12x20 BEAM

K20 OPENWEB STEELJOIST

COLUMN

HEAD MULLION2x8 WOOD NAILER

BOTTOM SILL

SEAL. &BACKER ROD

SLAB ON GRADE CONCRETE

FOUNDATION WALL

3" RIDIGINSULATION

GLASS

Scale

Date

Drawn By

Checked By

Project Number

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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

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

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26

27

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

35As indicated

4/23

/201

2 8:

56:2

4 P

M

A 6.2

Wall Sections

SinclairCollege

CheckerAuthor

January 2012602

3/8" = 1'-0"1 Curtainwall Roof Overhang Wall Section

1 1/2" = 1'-0"2 Curtain Wall Roof Detail

1 1/2" = 1'-0"3 Typical Ext Footing at Curtain Wall

No.

Des

crip

tion

Dat

e

METAL COPING

BRICK VENEER

2" AIR SPACE

BRICK TIEVAPOR BARRIER

BATT INSULATION

METAL FLASHING

1/2" METAL DECKING

WOOD NAILERSWOOD CURB

STEEL WEB JOIST

W12 X 20 BEAM

5/8" GYP. WALL BOARD

5/8" GYP. WALL BOARDDROP CEILING

5/8" GYP. BOARD

BATT INSULATION

BRICK TIE

2" AIR SPACE

EXTERIOR STONE

CONCRETE FOUNDATION

4" SLAB ON GRADE

HORIZONTAL REINFORCING

GRAVEL

2" RIGID INSULATION



9

STEELCONNECTIONBETWEENSHADINGDEVICE ANDCURTAINWALL

KAWNEERSHADINGDEVICE

METAL FLASHING

METAL FLASHINGWOOD CURBWOOD NAILERS

INSULATION BOARD

SINGLE PLYROOFINGMEMBRATNE

1/2" METAL DECKING

BRICK VENEER

Scale

Date

Drawn By

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Project Number

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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

1

2

3

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5

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8

9

10

11

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13

14

15

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22

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27

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

35 1 1/2" = 1'-0"

4/23

/201

2 8:

56:2

4 P

M

A 7.1

Wall SectionDetails

SinclairCollege

CheckerAuthor

January 2012602

1 1/2" = 1'-0"6 Parapet Detail

1 1/2" = 1'-0"1 Typical Exterior Footing

1 1/2" = 1'-0"2 Callout of Curtain Wall Section

1 1/2" = 1'-0"3

Library Roof Connection to AcademicBuilding

No.

Des

crip

tion

Dat

e

Finish Floor

Bottom of Footing

5/8" GYPSUM WALL BOARD

6" METAL STUD WALL

5" BATT INSULATION

CAST IN PLACE CONCRETE

WELDED WIRE FABRIC


VAPOR RETARDER

0' -

6"

1' -

0 1/

2"

6" RUNNER CHANNEL

1' - 1"


STRUCTURAL STEEL COLUMN

1/4" EXPANDSION CONTROL JOIN

4" CAST IN PLACE CONCRETE

WELDED WIRE FABRIC

VAPOR RETARDER

NON-SHRINK GROUT

ANCHOR BOLT

CAST IN PLACE CONCRETE FOOTING


2' - 0"

1' -

0"

0' -

3"0'

- 4"

1' - 0"

2" rigid insulationminimum 2' below grade

1'4" concrete foundation wall2 coats of bituminousdamp-proofing membrane

4" poured concreteslab

drain with 6" of stonecovering for drainage

32" x 16" concrete footinga minium of 3' below grade

SIDEWALK PLAN

4' -

0"

5' - 0"

EXPANSION JOINT

CONTRACTION JOINT

CONCRETE WALK SECTION

4" CONCRETEPAVEMENT

FINISHEDGRADE

SLOPE: 1/4":1'-0"

WELDEDWIRE FABRIC

0' - 0 1/2"

0' - 0 1/2" CURB GUTTER

CONCRETECURB

EXPANSION JOINTMATERIAL

SLOPE: 1/4":1'-0"

4" CONCRETE WITHREINFORCING

Scale

Date

Drawn By

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Project Number

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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

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

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

35As indicated

4/23

/201

2 8:

56:2

5 P

M

A 7.2

Site andFoundation

Details

SinclairCollege

CheckerAuthor

January 2012602

1 1/2" = 1'-0"1 Interior Wall Footing 1 1/2" = 1'-0"2 Spread Footing Detail

1" = 1'-0"3 Footing to Foundation Wall Detail

1" = 1'-0"4 Side Walk Details (TYP.)

1 1/2" = 1'-0"5 Concrete Sidewalk and Curb Detail

No.

Des

crip

tion

Dat

e




----

2A 6.1




1A 5.1

----




1A 6.2




curtain wall system

curtain wall system

door

curtain wall system curtain wall system

corner vertical mullion

Scale

Date

Drawn By

Checked By

Project Number

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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

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

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

35As indicated

4/23

/201

2 8:

56:2

6 P

M

A 7.3

Curtain WallElevation &

Details

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 East Curtain Wall Elevation

1/8" = 1'-0"2 East Library Stair Curtain Wall Elevation 1/8" = 1'-0"3 North Curtain Wall Elevation

1/8" = 1'-0"4 West Curtain Wall Elevation

3" = 1'-0"5

Glaze Curtain Wall 2-Door Jamb withOverhead Closer

3" = 1'-0"6 Glazed Curtain Wall Horizontal Mullion 3" = 1'-0"7

Glazed Curtain Wall Horizontal VerticalMullion

3" = 1'-0"8

Glazed Curtain Wall Vertical Mullion atOutside Corner

NOTE: Curtain Wall Details based on Kawneer 1600 wall

No.

Des

crip

tion

Dat

e

UP DN

1"

----



14 GAUGERISER

12 GAUGE TREATWITH SAFETY GRIT

STRINGER

NON-SLIPSURFACE

12"

7"

CUT TOP OF POSTAT STAIR SLOPEANGLE

GRAB RAILSPLICE WITHINSERT SLEEVEAND SETSCREWS (TYP.)

DRILL END POST CABLEHOLES STAIR SLOPANGLE(TYP.)

GRAB RAIL INTERNAL ENDATTACHMENT SLEEVEAND SET SCREWS (TYP.)

GRAB RAILDETAIL

TREAT AND RISERDETAIL

Scale

Date

Drawn By

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Project Number

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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

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

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

35As indicated

4/23

/201

2 8:

56:2

7 P

M

A 7.4

Stair Details

SinclairCollege

CheckerAuthor

January 2012602

1/2" = 1'-0"1 Plan of Monumental Stair 1/4" = 1'-0"3 Callout of STAIR Section Detail

3/4" = 1'-0"4 Stair - Tread and Riser Detail

3/4" = 1'-0"5 Stair Grab Rail Detail

1 1/2" = 1'-0"6 Stair with Cable Infill

No.

Des

crip

tion

Dat

e

INFORMATION

0' - 7 1/2"

5/8" gypboard

5/8" gyp board

6" metal stud

batt insulation

Bathroom PartitionWall

plumbing

5/8" gyp board

0' - 8 1/2"0' - 9"

(2) 5/8" gypboard

6" metal stud

(2) 5/8"gyp board 0' - 4 1/2"

shaft liner

metal shaft studs

5/8" gypsum wallboard

Scale

Date

Drawn By

Checked By

Project Number

Sinc

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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

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

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

35As indicated

4/23

/201

2 8:

56:2

7 P

M

A 8.1

InteriorElevations

SinclairCollege

CheckerAuthor

January 2012602

1/4" = 1'-0"1 Interior Elevation - Lobby Space

1/4" = 1'-0"2 Interior Elevation - TYP. Classroom FRONT 1/4" = 1'-0"3

Interior Elevation - TYP. ClassroomADJACENT Wall'

1/4" = 1'-0"4

Interior Elevation - TYP. Classroom BACKWall

1/4" = 1'-0"5

Interior Elevation - TYP. ClassroomWINDOW View

1/4" = 1'-0"6 Interior Lobby Space

3" = 1'-0"7 Interior Non-Rated Drywall Partition

No.

Des

crip

tion

Dat

e

3" = 1'-0"8 Interior Bathroom Wall Partition 3" = 1'-0"9 Interior Fire Rated Glass Wall Enclosure

3" = 1'-0"10 Interior Rated Gypsum Partition 3" = 1'-0"11 Interior Shaft Fire-Rated Partition 1 Hour

Room ScheduleArea Level Number

6950 SF Level 2Dimensioned

21


22


23


25


26


27


29


30


31


32


33

1300 SF Level 4Furnished

34


35


36


37


38


39


40

Room ScheduleArea Level Number

2466 SF GroundFloor Plan

2


3


5


6


7


9


10


11


10


11


12


13


14


15


16


17


18


19


20

6 7

a

-----

---

54 654

10

16 2329

654

11

16

17

2329

Scale

Date

Drawn By

Checked By

Project Number

Sinc

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Com

mun

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olle

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n an

dB

uild

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C P

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sal

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

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

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27

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

35 1/4" = 1'-0"

4/23

/201

2 8:

56:2

9 P

M

A 9.1

Typ.Furniture

Plans

SinclairCollege

CheckerAuthor

January 2012602

1/4" = 1'-0"1 Typical Restroom Plan

1/4" = 1'-0"2 Typical Classroom with Desks

1/4" = 1'-0"3 Typical Classroom with Computers

1/4" = 1'-0"4 Typical Lab Classroom Layout

No.

Des

crip

tion

Dat

e

Scale

Date

Drawn By

Checked By

Project Number

Sinc

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Com

mun

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olle

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dB

uild

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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

1

2

3

4

5

6

7

8

9

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11

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13

14

15

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19

20

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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

35 4/23

/201

2 8:

56:4

5 P

M

A 10.1

3D ModelViews

SinclairCollege

CheckerAuthor

January 2012602

No.

Des

crip

tion

Dat

e

1 View from Parking Lot

3 View from Quad

Scale

Date

Drawn By

Checked By

Project Number

Sinc

lair

Com

mun

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dB

uild

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C P

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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

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

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24

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26

27

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

35 4/23

/201

2 8:

57:0

0 P

M

A 10.2

3D ModelViews

SinclairCollege

CheckerAuthor

January 2012602

No.

Des

crip

tion

Dat

e

1 View of Exterior Library

2 View from Building B

3 View from Road 4 Interior Stair

5:54 PM

5:49 AM

9:00 AM

W

S

N

Scale

Date

Drawn By

Checked By

Project Number

Sinc

lair

Com

mun

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olle

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n an

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C P

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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

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

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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

35 4/23

/201

2 8:

57:3

1 P

M

A 11.1

Presentation3D Plan &

Section

SinclairCollege

CheckerAuthor

January 2012602

No.

Des

crip

tion

Dat

e

1 3D Floor Plan Level 2

2 Presentation 3D Section

Finish Floor

Double GlassDouble Flush BathroomDoor

Overhead Rolling FlushSingle Flush

0' - 3" 3' - 0" 0' - 3"

0' -

3"7'

- 0"

0' - 3" 3' - 0" 3' - 0" 0' - 3"

0' -

3"7'

- 0"

0' - 3" 0' - 4" 0' - 4"

0' -

4"0'

- 4"

7' -

0"0'

- 1"

2' - 8"

6' -

6"1'

- 6"

0' - 8" 8' - 0" 0' - 8"

0' - 5"

0' -

5"

5' - 5" 0' - 3 1/2" 0' - 2"

Fixed Window Information Window

3' -

6"

4' -

0"



5/8" GYPSUM WALL BOARD4" BATT INSULATION

STANDARD STEEL DOOR

6" METAL CHANNEL STUD

4" METAL CHANNEL STUDWEEP HOLE

5/8" PLYWOOD SHEATHIGN

2" AIR SPACE

BRICK VENEER

GYPSUM WALL BOARD

BRICK VENEER2" AIR SPACE5/8" PLYWOOD SHEATHING

6" BATT INSULATION


2x4 PRESSURE TREATED WOOD

1x6 WOOD NAILER

SEALANT

GROUTED HOLLOW METAL FRAME

STANDARD STEEL DOOR

EXTERIOR STONE MASONRY

STANDARD STEEL DOORSTANDARD STEEL FRAMEGYPSUM WALL BOARD

DOOR HARDWARESLAB ON GRADE

EXPANSION CONTROL JOINT

5/8" GYPSUM WALL BOARD4" BATT INSULATION

SEALANT

WOOD TRIM

WOOD DOOR

0' - 8"




4" BATT INSULATION

SEALANT

WOOD TRIM

WOOD DOOR

GLAZING

GYPSUM WALL BOARD

DOOR HARDWARE

STONE VENEER

CAST IN PLACE CONCRETE

ALUMINUM FRAME

SEALANT

METAL ACCENTWEEP HOLE @ 24" O.C.


BRICK VENEER

6" BATT INSULATION

1/2" PLYWOOD

2" AIR SPACE

SHEET METAL FLASHING

PRESSURE TREATED 2x4

STRUCTURAL STEEL ANGLE

PRESSURE TREATED 2x6

GLAZING

1' - 1"

GYPSUM WALL BOARD

BATT INSULATION

GYPSUM WALL BOARD

GLAZING

SEALANT

2" AIR SPACE

BRICK VEENER

METAL ACCENT

PLYWOOD

Scale

Date

Drawn By

Checked By

Project Number

Sinc

lair

Com

mun

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olle

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dB

uild

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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

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

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

35As indicated

4/23

/201

2 8:

57:3

3 P

M

A .01

Schedules

SinclairCollege

CheckerAuthor

January 2012602

1/4" = 1'-0"Door Type Schedule

Door ScheduleHead

HeightDoor

Number Level Type Width Family7' - 0" 402 Level 4

Furnished36" x 84" 3' - 0" Single-Flus

h7' - 0" 403 Level 4

Furnished36" x 84" 3' - 0" Single-Flus

h7' - 0" 404 Level 4

Furnishedbathroomdoor

2' - 6" MCA-DOOR-FLUSH

7' - 0" 405 Level 4Furnished

bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



36" x 84" 3' - 0" Single-Flush


bathroomdoor



bathroomdoor



bathroomdoor


7' - 0" 413 A Level 4Furnished


7' - 0" 413 B Level 4Furnished


















7' - 0" 420 A Level 4Furnished




Grand total: 114

Door ScheduleHead

HeightDoor

Number Level Type Width Family7' - 0" 214 Level 2

Dimensioned

bathroomdoor


7' - 0" 215 Level 2Dimensioned

bathroomdoor
























300 Level 3Dimensioned

Store FrontDoubleDoor

6' - 6 3/16" CurtainWall-StoreFront-Dbl








bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor





bathroomdoor



bathroomdoor



bathroomdoor
























400 Level 4Furnished





Door ScheduleHead

HeightDoor

Number Level Type Width Family

Door ScheduleHead

HeightDoor

Number Level Type Width Family101 Ground

Floor PlanStore FrontDoubleDoor

5' - 1013/16"

CurtainWall-StoreFront-Dbl

102 GroundFloor Plan


5' - 1013/16"




5' - 1111/32"











7' - 0" 107 GroundFloor Plan

72" x 84" 6' - 0" Double-Glass 1


72" x 84" 6' - 0" Double-Glass 1











bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor





bathroomdoor





bathroomdoor


7' - 0" 120 A GroundFloor Plan


7' - 0" 120 B GroundFloor Plan







8' x 6'-6" 8' - 0" Overhead-Rolling







7' - 0" 127 B GroundFloor Plan

72" x 84" 6' - 0" Double-Flush

7' - 0" 127 C GroundFloor Plan



72" x 84" 6' - 0" Double-Flush






7' - 0" 201 A Level 2Dimensioned

72" x 84" 6' - 0" Double-Glass 1

7' - 0" 201 B Level 2Dimensioned

72" x 84" 6' - 0" Double-Glass 1

202 A Level 2Dimensioned



202 B Level 2Dimensioned










bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor



bathroomdoor


1/4" = 1'-0"Window Type Schedule

1/8" = 1'-0"5 Ribbon Window Elevation

1 1/2" = 1'-0"1 Exterior Door Head Detail

1 1/2" = 1'-0"2 Exterior Door Jamb Detail

1 1/2" = 1'-0"3 Exterior Door Threshold

1 1/2" = 1'-0"4 Interior Door Head Detail

1 1/2" = 1'-0"6 Interior Door Jamb Detail

1 1/2" = 1'-0"7 Storefront Door Threshold

1 1/2" = 1'-0"8 Window Head Detail

1 1/2" = 1'-0"9 Window Sill Detail

No.

Des

crip

tion

Dat

e

Scale

Date

Drawn By

Checked By

Project Number

Sinc

lair

Com

mun

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olle

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r Pla

n an

dB

uild

ing

C P

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sal

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

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

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

35 1/64" = 1'-0"

4/23

/201

2 8:

57:3

9 P

M

C - 1.0

Existing Site

SinclairCollege

CheckerAuthor

January 2012602

1/64" = 1'-0"1 EXISTING SITE

No.

Des

crip

tion

Dat

e

-----

---

prospective buildings

Scale

Date

Drawn By

Checked By

Project Number

Sinc

lair

Com

mun

ityC

olle

ge M

aste

r Pla

n an

dB

uild

ing

C P

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sal

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

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

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

35 1/64" = 1'-0"

4/23

/201

2 8:

57:4

8 P

M

C - 1.1

Master Plan

SinclairCollege

CheckerAuthor

January 2012602

1/64" = 1'-0"1 Site

GENERAL NOTES:

SITE:1. General mud, grave, or debris will not be allowed on any ofthe raodways leaving the site area. contractor shall clean debrisfrom the street as it occurs.2. Contractors are advised that care should be exercised duringunderground excavation in the event that utility lines are presentare un charted.

SIDEWALKS:1. All sidewalks shall be constructed of Portland CementConcrete with a compressive strength of 2,500 P.S.I. in 28 daysand a minimum thickness of 5".2. All sidewalks are to have a width of 5' and shall beconstructed as per the location shown on this plan.3. All sidewalks shall be scored to a depth of 3/4" at 4 footintervals with expansion joints placed at 20 foot intervals.4. Expansion joints shall be constructed of 1/2" thick pre-molded expansion material with all corners to be formed byexpansion joints.5. Any sidewalk or accessible route that is not at a levelelevation at its intersection with a driveway or street will berequired to install a curb ramp at a maximum slope of 1:12 witha maximum rise of 30" and a minimum level straight curbsegment of 48".6. The texture of the driveway and intersection handicap rampsshall be constructed of a non-slip surface, accomplished by"brooming" the ramp surfaces and grooving one inch spacings atright angle directions. Grooves are to be approximately 1/4" x1/8" wide.

PARKING LOTS:1. All Standard parking spaces to have a 9' stall widths and 18'stall depths, unless otherwise noted.2. Parking stalls must be striped with a 4 inch yellow stripe.3. Handicap parking spaces are to be designated by bluestriping & either a blue symbol on a white background or a whitesymbol on a blue background. All handicap parking stallsrequire the installation of the proper signage.4. All roadway and parking lot curb radi, dimensions, andcoordinates are to face the curbs or facing material.

No.

Des

crip

tion

Dat

e

01A-1002

ARCHITECTURALABBREVIATIONSN.T.S.

JST. JOIST

VINYL COMPOSITION TILEVCT

L

L

L

YARD

WROUGHT IRON

WOOD

WITHOUT

WITH

WEIGHT

WEATHER PROOF

WAINSCOT

WINDOW

WATER CLOSET

VERTICAL

VOLT AMPERE

VERIFY IN FIELD

VAPOR BARRIER

URINAL

UNFINISHED

TYPICAL

TRANSFORMER

TOILET

THROUGH

THICK

THREADED

THRESHOLD

TELEPHONE

TELEVISION OUTLET

TUBE STEEL

TOP OF WALL

TOP OF SLAB

TOP OF MASONRY

TOP OF JOIST

TOP OF FOOTING

TOP OF CURB

TOP OF BEAM

TOP OF

TELEPHONE MOUNTING BOARD

THROUGH BOLT

TONGUE AND GROOVE

SYSTEM

SYMMETRICAL

SWITCH

SUSPENDED

STEEL

STANDARD

SOUND TRANSMISSION CLASS

SQUARE INCHES

SQUARE FEET

SPEAKER

SPECIFICATIONS

SPACE

SIMILAR

SHEATHING

SHEET

SERVICE ENTRANCE SECTION

SECTION

SCHEDULE

SELF CLOSING

STAINLESS STEEL

SKYLIGHT

SHUT OFF VALVE

SMOKE DETECTOR

SOLID CORE

REMOVE

ROOM

REVISION

RETURN

REQUIRED

REINFORCED

REFERENCE

REFRIGERATOR

RIGHT OF WAY

ROUGH OPENING

ROOF DRAIN OVERFLOW

ROOF DRAIN LEADER

RADIUS

QUANTITY

QUARRY TILE

POWER

POLYVINYLCLORIDE

PARTITION

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PREFABRICATED

PERFORATED

PORCELAIN

PLYWOOD

PLUMBING

PLASTIC

PLATE

PLASTER

PHASE

PERPENDICULAR

POINT OF CONNECTION

PLASTIC LAMINATE

PROPERTY LINE

PRECAST CONCRETE

OPPOSITE

OPENING

OVER HEAD

OUTSIDE AIR INTAKE

OUTSIDE RADIUS

ORNAMENTAL IRON

OVER HANG

OUTSIDE DIAMETER

ON CENTER

NOMINAL

NUMBER

NAILER

NOT FOR CONSTRUCTION

NON-CORROSIVE METAL

NOT TO SCALE

NOT IN CONTRACT

MULLION

METAL

MODULAR

MISCELLANEOUS

MINIMUM

MANUFACTURER

MANUFACTURING

MEDIUM

MECHANICAL

MAXIMUM

MATERIAL

MASONRY

MARBLE

MASONRY OPENING

MALLEABLE IRON

MANHOLE

MACHINE BOLT

LAMINATED VENEER LUMBER

LIGHTING

LIGHT

LINOLEUM

LINEAR

LEAD

LAVATORY

LATERAL

LAMINATE

LINEAR FEET

LIGHT EMITTING DIODE

KNOCK OUT

KILN DRIED

KNOCK DOWN

JOINT

JUNCTION

JUNCTION BOX

INTERIOR

INSULATION

"INCLUDE, INCLUSIVE"

IMPREGNATED

INTERMEDIATE METALLIC CONDUIT

ISOLATED GROUND

IDENTIFICATION

INSIDE FACE

INSIDE DIAMETER

INTERCOM OUTLET

HYDRAULIC

HOT WATER

"HEATING, VENTILATING & AIR CONDITIONING"

HEATER

HORIZONTAL

HEIGHT

HARDWARE

HARDBOARD

HANDICAPPED

HOLLOW METAL

HOLLOW CORE

HOSE BIBB

GYPSUM BOARD

GYPSUM

GALVANIZED RIGID TUBING

GATE VALVE

GRADE MARK

GLUE LAMINATED BEAM

GLASS

GROUND FAULT INTERRUPTER

GROUND FAULT CIRCUIT INTERRUPTER

GARAGE

GALVANIZED

GAUGE

GALVANIZED IRON

FURNISH

FOOTING

FIRE PROOF

FLUORESCENT

FLOORING

FLOOR

FINISH

FIRE HOSE CABINET

FOUNDATION

FIRE DEPARTMENT CONNECTION

FIRE ALARM CONTROL PANEL

FABRICATE

FIBERGLASS

FLOOR SINK

FACE OF

FIELD NAILING

FIRE EXTINGUISHER

FLOOR DRAIN

FLOOR CLEAN OUT

FAN COIL

FIRE ALARM

EXTERIOR

EXISTING

EXHAUST

EXCAVATE

ELECTRIC DRINKING COOLER

EVAPORATIVE COOLER

ESTIMATE

EQUIPMENT

EQUAL

ELECTRICAL NON-METALLIC TUBING

ELECTRICAL METALLIC TUBING

ELECTRICAL METALLIC CONDUIT

ELEVATOR

"ELECTRIC, ELECTRICAL"

ELEVATION

EACH

EACH WAY

END NAILING

EXPANSION JOINT

EXHAUST FAN

EXPANSION ANCHOR

DOOR

DOWN

DEAD LOAD

DIMENSION

DIAGONAL

DIAMETER

DEMOLITION

DOUBLE

DISHWASHER

DOWN SPOUT

DECOMPOSED GRANITE

DRINKING FOUNTAIN

PENNY

COPPER

CONTRACTOR

CONTINUOUS

CONSTRUCTION

CONCRETE

COMBINATION

COLUMN

CENTERED

CONCRETE MASONRY UNIT

CLEAR

CLOSET

CAULKING

CEILING

CENTERLINE

CIRCUIT BREAKER

CHANNEL

CUBIC FEET PER MINUTE

CERAMIC

CEMENT

CLOSED CIRCUIT TELEVISION

CAMBER

CABINET

CERAMIC TILE

CLEAN OUT

CONTROL JOINT

CAST IN PLACE

CONSTRUCTION DOCUMENTS

CONCRETE ASBESTOS PIPE

BRONZE

BEARING

BRASS

BEAM

BLOCKING

BLOCK

BUILDING

BOARD

BACK OF CURB

BUILT UP

BOTTOM OF FOOTING

BOTTOM OF

BOUNDARY NAILING

BENCH MARK

ANGLE

AMERICAN WIRE GAUGE

AVERAGE

ASPHALT

ANNEALED

ALTERNATE

ALUMINUM

AIR HANDLER UNIT

ABOVE GRADE

ADDITION or ADDENDUM

ACOUSTICAL CEILING TILE

ACOUSTIC

ASBESTOS-CEMENT BOARD

ABOVE

ACRYLONITRILE-BUTADIENE-STYRENE

AGGREGATE BASE COURSE

AIR CONDITIONING

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

ANCHOR BOLT

AMPERES

YD.

W.I.

WD.

W/O

W/

WT.

WP

WCT

WDW

W/C

VERT.

VA

V.I.F.

V.B.

UR

UNF.

TYP.

TRANS.

TLT.

THRU

THK.

THD.

TH.

TEL.

T.V.

T.S.

T.O.W.

T.O.S.

T.O.M.

T.O.J.

T.O.F.

T.O.C.

T.O.B.

T.O.

T.M.B.

T.B.

T & G

SYS.

SYM

SW

SUSP.

STL.

STD.

STC

SQ. IN.

SQ. FT.

SPKR.

SPECS

SPA.

SIM.

SHT'G.

SH

SES

SECT.

SCHED.

SC

S/S

S/L

S.O.V.

S.D.

S.C.

RMV.

RM

REV.

RET.

REQ'D.

REINF.

REF.

REF

R.O.W. or R/W

R.O.

R.D.O.

R.D.L.

R

QTY.

Q.T.

PWR.

PVC

PTN.

PSI

PSF

PREFAB.

PERF.

PORC.

PLYWD.

PLUMB.

PLAS.

PL. or P

PL.

PH or ∅

PERP. or

P.O.C.

P.LAM.

P.L. or P

P.C.

OPPO.

OPNG.

OH

OAI

O.R.

O.I.

O.H.

O.D.

O.C.

NOM.

NO.

NLR.

NFC

NCM

N.T.S.

N.I.C.

MUL

MTL.

MOD

MISC.

MIN.

MFR.

MFG.

MED.

MECH.

MAX.

MAT'L

MAS.

MAR.

M.O.

M.I.

M.H.

M.B.

LVL

LTG.

LT.

LINO.

LIN.

LD.

LAV

LAT.

LAM

L.FT.

L.E.D.

KO

KD

K-D

JT.

JCT

J-BOX

INT.

INSUL.

INCL.

IMPG

IMC

IG

ID

I.F.

I.D.

I.C.

HYD.

HW

HVAC

HTR

HOR.

HGT.

HDW

HDBD.

H/C

H.M.

H.C.

H.B.

GYP. BD.

GYP.

GRC

GM

GM

GLB

GL

GFI

GFCI

GAR.

GALV.

GA.

G.I.

FURN.

FTG.

FP

FLUOR.

FLG.

FL

FIN.

FHC

FDN.

FDC

FACP

FAB.

F/G

F.S.

F.O.

F.N.

F.E.

F.D.

F.C.O.

F.C.

F.A.

EXT.

EXIST. or E

EXH.

EXC

EWC

EVAP.

EST.

EQUIP.

EQ.

ENT

EMT

EMC

ELEV.

ELECT.

EL

EA.

E.W.

E.N.

E.J.

E.F.

E.A.

DR

DN.

DL

DIM.

DIAG.

DIA. or ∅

DEMO

DBL.

D/W

D.S.

D.G.

D.F.

d

CU

CONTR.

CONT.

CONST.

CONC.

COMB.

COL.

CNTRD.

CMU

CLR.

CLO.

CLKG.

CLG.

CL or C

CKT. BKR.

CH or

CFM

CER

CEM.

CCTV

CAM.

CAB

C.T.

C.O.

C.J.

C.I.P.

C.D.

C.A.P.

BRZ

BRG.

BR

BM.

BLKG.

BLK.

BLDG

BD.

B/C

B.U.

B.O.F.

B.O.

B.N.

B.M.

AWG

AVG

ASPH.

ANL

ALT.

AL. or ALUM.

AHU

AG

ADD.

ACT

ACOU.

ACB

ABV.

ABS

ABC

A/C

A.F.G.

A.F.F.

A.B.

A

01A-1001

CIVILABBREVIATIONSN.T.S.

L

L

YARD

WITHOUT

WITH

WEIGHT

VERIFY IN FIELD

TYPICAL

THROUGH

TOP OF CURB

SYSTEM

STANDARD

SPECIFICATIONS

SIMILAR

SHEET

REMOVE

REVISION

REQUIRED

REFERENCE

RIGHT OF WAY

QUANTITY

PREFABRICATED

PROPERTY LINE

NOMINAL

NOT FOR CONSTRUCTION

NOT TO SCALE

NOT IN CONTRACT

MISCELLANEOUS

MINIMUM

MANUFACTURER

MANUFACTURING

MAXIMUM

MATERIAL

MANHOLE

HYDRAULIC

HORIZONTAL

FLOOR

FINISH

FABRICATE

EXISTING

EXCAVATE

ESTIMATE

EQUIPMENT

EQUAL

EACH

DIAMETER

DEMOLITION

DOUBLE

DECOMPOSED GRANITE

CONTRACTOR

CONTINUOUS

CONSTRUCTION

CENTERLINE

CONSTRUCTION DOCUMENTS

CONCRETE ASBESTOS PIPE

BACK OF CURB

BENCH MARK

AVERAGE

ASPHALT

ALTERNATE

ADDITION or ADDENDUM

YD.

W/O

W/

WT.

V.I.F.

TYP.

THRU

T.O.C.

SYS.

STD.

SPECS

SIM.

SH

RMV.

REV.

REQ'D.

REF.

R.O.W. or R/W

QTY.

PREFAB.

P.L. or P

NOM.

NFC

N.T.S.

N.I.C.

MISC.

MIN.

MFR.

MFG.

MAX.

MAT'L

M.H.

HYD.

HOR.

FL

FIN.

FAB.

EXIST. or E

EXC

EST.

EQUIP.

EQ.

EA.

DIA. or ∅

DEMO

DBL.

D.G.

CONTR.

CONT.

CONST.

CL or C

C.D.

C.A.P.

B/C

B.M.

AVG

ASPH.

ALT.

ADD.

CODE REQUIREMENTS APPLICABLE TO THE ENTIRE FACILITY:

A. FIRE-RESISTANCE RATING REQUIREMENTS: IIB CONSTRUCTION TABLE 601 STRUCTURAL FRAME: 0 HOURS BEARING WALLS - EXTERIOR: 1 HOURS FOR FSD < 5' TABLE 602 1 HOUR FOR FSF >/= 5' < 10' 0 HOUR FOR FSD >/= 10' < 30' 0 HOUR FOR FSD >/= 30' BEARING WALLS - INTERIOR: 0 HOURS NON-BEARING WALLS - EXTERIOR: 1 HOUR FOR FSD < 5' TABLE 602 1 HOUR FOR FSF >/= 5' < 10' 0 HOUR FOR FSD >/= 10' < 30' 0 HOUR FOR FSD >/= 30' NON-BEARING WALLS- INTERIOR 0 HOURS FLOOR CONSTRUCTION: 0 HOURS ROOF CONSTRUCTION: 0 HOURS

B. CORRIDOR FIRE-RESISTANCE RATING: 0 HOURS TABLE 1016.1

C. EXIT ACCESS SECTION 1013 SPACES W/ ONE MEANS OF EGRESS MAX OCCUPANT LOAD OF 50 TABLE 1014.1 SPACES REQUIRING TWO EXITS: SECTION 1014.3 MECHANICAL RM OVER 500 SF & FUEL-FIRED EQUIPMENT EXCEEDING 400,000 BTUs INPUT CAPACITY ELECTRICAL RM PER NFPA 70, 110.26 C (2) SPACES REQUIRING TWO EXITS: OCCUPANT LOAD OF 1 - 500 TABLE 1018.1 SPACES REQUIRING THREE EXITS: OCCUPANT LOAD OF 501-1000 TABLE 1018.1

D. ENERGY EFFICIENCY: THE BUILDING CONFORMS TO ASHRAE 90.1 SECTION 1301.1.1 BASED ON ENERGY CALCULATIONS, THE OVERALL BUILDING ACHIEVES AN R-VALUE OF 14.7

E. ROOF ASSEMBLIES: TABLE 1505.1 THE ROOF CLASSIFICATION FOR THIS BUILDING IS CLASS B OR BETTER ANY WOOD USED IN ROOF ASSEMBLIES WILL BE NON STRUCTURAL & FIRE-RESISTANT

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35

35 1/4" = 1'-0"

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2 8:

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M

G100

Abbreviations& CodeReview

SinclairCollege

CheckerAuthor

January 2012602

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Open toStructure

Above106

105

104103

102101

RM 10+10'-0"

RM 9+10'-0"

RM 7+10'-0"

RM 6+10'-0"

RM 5+10'-0"

RM 4+8'-0"

RM 3+12'-0"

+8'-0"

open to above

2'x4' acoustical tile


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35

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2 8:

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9 P

M

M 1.1

Ground FloorMech/Elec

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 Mechanical Plan Level 1 TYPICAL

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RM 4+8'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 3+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

RM 1+10'-0"

+8'-0"


open to above2'x2' acoustical tile


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M 1.2

Second FloorMech/Elec

SinclairCollege

CheckerAuthor

January 2012602

No.

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1/8" = 1'-0"1 Mechanical Plan Levels 2, 3 & 4 TYPICAL

UP

UP

UP

Slab on Grade+0'-6" AFG

2

3567

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910

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S. 1.01

FoundationPlan

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 Ground Floor FOUNDATION

No.

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UP

UP

UP

1A 5.1

1A 5.22

A 5.1

-----

---

----

2A 6.1

3A 6.1

2 foot truss @ 5 feet O.C with W20

2 foot truss @ 5 feet O.CW20

2

3567

8

910

11

1A 6.2

K18

K20

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Framing PlanGround &

Second FloorTYP.

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 Ground & Second Floor FRAMING PLAN

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UP

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S. 2.02

Framing PlanThird &

Fourth FloorTYP.

SinclairCollege

CheckerAuthor

January 2012602

1/8" = 1'-0"1 Third & Fourth Floor FRAMING PLAN

No.

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design development set arc 602

Documents

ground floor plan furnisheda

framing plan ground

d plan sectionmechanialm1

floor typicalarchitecturala

floor typicals2

wall sectionsa

wall section detailsa

d model viewsa