Attachment_2_-_Drawings.pdf

PDF 6 MB Posted Jul 11, 2017

Attached to: Renovate Room 505 CTS Bldg 90005
Solicitation number: FA4417-17-R-0013
Issued by: Department of the Air Force Special Operations Command

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Attachment 2, Drawings

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File	Type	Posted
FTEV_16-1013_Drawings_updated_4_Aug_2017.pdf	PDF	Aug 4, 2017
ADDENDUM_1.pdf	PDF	Aug 4, 2017
FA441717R00130001.pdf	PDF	Aug 4, 2017
Questions_and_Answers.pdf	PDF	Aug 4, 2017
Site_Visit_Sign-in_Sheet.pdf	PDF	Jul 21, 2017
Pre-Proposal_Site_Visit_Memo.pdf	PDF	Jul 21, 2017
FA441717R0013.pdf	PDF	Jul 11, 2017
Attachment_1_-_Specifications.pdf	PDF	Jul 11, 2017
Attachment_6_-_Additional_Contractor_Information_FA4417-17-R-0013.pdf	PDF	Jul 11, 2017
Attachment_5_-_Financial_Reference_Sheet.pdf	PDF	Jul 11, 2017
Attachment_4_-_Past_Present_Performance_Questionnaire_Template.pdf	PDF	Jul 11, 2017
Attachment_3_-_Wage_Determination.pdf	PDF	Jul 11, 2017
Synopsis.pdf	PDF	Jun 14, 2017

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SHELTER

TEE

GOLF

WT-12

MT-12 WT-14

MT-14

MT-15

WT-15

WT-13

MT-13

WT-11

COURSE

SHELTER

TEE

G-12

G-13

G-14S

G-11

G-3

SHELTER

TEE

G-10 S

MT-11

MT-8

WT-8

MT-6

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MT-10

MT-1

WT-1

MT-6

WT-3

MT-2

WT-2MT-9

WT-9

MT-18

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E TEE

FAIRWAY

PRACTICE

G-8

G-5

M-3

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G-2

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PRACTICE

G-9 S

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STATIONSTATION

SUB-SUB-

TANK

TAN

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SEPARATOR

TANK

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JP-4

TANKS

OIL

OIL/WATER

SEPARATORS

TANK

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TANKS

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B O U N D A R Y

BOUNDARY

R E S E R V A

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RESERVATIONRESERVATION

R E S E R V A T I O N

MT-8

WT-8 S

S S

WT-6

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MT-16

WT-16

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WT-17 MT-17

G-17

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ANTENNA

LOCALIZER

RO ADW

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P SR

P P

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L2A2

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LID 2

LID 2 LID 2

P P

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O PEN O FFICE113

TRAINING 102

M ECH

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S C alc ulat ion Summ aryL abel C alc Type U nits Avg Max Min A vg/ Min M ax/ Min M ax/ Avg C OMM _2_W orkp lane I llu mina nce Fc 6 4.99 7 5.6 5 6.9 1 .14 1 .33 N .A.

C OMM _Wo rkpl ane I llu mina nce Fc 7 3.08 9 6.7 5 1.1 1 .43 1 .89 N .A.C OMM _Wor kpla ne_1 I llu mina nce Fc 7 3.08 9 6.7 5 1.1 1 .43 1 .89 N .A.

E XIT _Wo rkpl ane I llu mina nce Fc 1 0.00 1 2.9 7.8 1 .28 1 .65 N .A.M ECH _Wo rkpl ane I llu mina nce Fc 2 2.07 2 8.7 1 5.9 1 .39 1 .81 N .A.

M EET ING _Wor kpl ane I llu mina nce Fc 3 5.46 4 7.2 1 8.9 1 .88 2 .50 N .A.

O FFI CE_2 _Wo rkpl ane I llu mina nce Fc 3 4.10 4 1.7 2 6.8 1 .27 1 .56 N .A.O FFI CE_4 _Wo rkpl ane I llu mina nce Fc 3 2.49 4 1.1 2 3.8 1 .37 1 .73 N .A.

O FFI CE_5 _Wo rkpl ane I llu mina nce Fc 3 4.17 4 1.7 2 6.7 1 .28 1 .56 N .A.O FFI CE_W orkp lane I llu mina nce Fc 3 4.08 4 1.6 2 6.4 1 .29 1 .58 N .A.

O PEN OF FICE _Wo rkpl ane I llu mina nce Fc 3 0.34 4 0.7 1 5.1 2 .01 2 .70 N .A.

S ECU RE V EST IBLE _Wo rkpl ane I llu mina nce Fc 1 3.55 1 7.8 9.6 1 .41 1 .85 N .A.S TOR AGE _Wor kpl ane I llu mina nce Fc 1 0.89 1 3.0 9.2 1 .18 1 .41 N .A.

T RAI NING _Wo rkpl ane I llu mina nce Fc 4 3.38 5 6.3 2 0.8 2 .09 2 .71 N .A.V EST IBU LE_2 _Wo rkpl ane I llu mina nce Fc 1 4.33 1 5.5 1 3.6 1 .05 1 .14 N .A.

V EST IBU LE_3 _Wo rkpl ane I llu mina nce Fc 1 1.86 1 3.4 1 0.3 1 .15 1 .30 N .A.

V EST IBUL E_Wo rkpl ane I llu mina nce Fc 1 0.55 1 3.5 7.4 1 .43 1 .82 N .A.

57.1 63.5 56.9

67.8 75.2 67.7

68.1 75.6 68.0

57.8 64.4 57.8

53.9 68.4 68.5 54.0

69.7 89.0 89.3 70.3

75.7 96.5 96.7 60.3

67.9 86.8 87.5

51.1 64.8 65.1

53.9 68.4 68.5 54.0

69.7 89.0 89.3 70.3

75.7 96.5 96.7 60.3

67.9 86.8 87.5

51.1 64.8 65.1

8.1 10.3 11.3 10.1 7.8

9.1 11.8 12.9 11.5 8.8

8.2 10.5 11.4 10.3 7.9

15.9 18.9 19.9 19.9 18.9 15.9

20.6 24.6 25.9 25.9 24.6 20.6

22.8 27.3 28.7 28.7 27.3 22.9

20.7 24.7 26.0 26.0 24.7 20.8

15.9 18.9 20.0 20.0 19.1 16.1

22.6 27.8 30.6 31.1 30.2 27.0 21.6

27.4 34.0 37.5 37.9 37.0 33.1 26.1

30.3 37.6 41.5 42.0 41.1 36.6 28.9

31.2 38.4 42.3 43.0 41.9 37.4 29.9

31.8 39.0 43.1 43.9 42.8 38.3 30.8

33.0 40.9 45.3 46.1 45.0 40.3 32.3

33.6 41.9 46.4 47.2 46.1 41.4 33.0

32.9 40.7 45.2 46.0 44.9 40.3 32.3

31.9 39.4 43.7 44.5 43.4 39.0 31.3

30.9 38.5 42.8 43.5 42.6 38.2 30.4

28.6 35.8 39.7 40.3 39.5 35.5 28.1

24.3 29.9 33.1 33.7 32.9 29.6 23.8

19.3 23.3 25.7 26.2 25.5 23.0 18.9

27.2 33.9 37.0 34.0 27.3

30.5 37.9 41.2 38.0 30.6

31.2 38.4 41.7 38.5 31.2

30.3 37.6 40.9 37.7 30.4

26.8 33.5 36.4 33.5 26.9

24.1 29.0 30.8 30.9 29.3 24.3

29.4 36.1 38.0 38.1 36.4 30.2

32.2 39.1 41.0 41.1 39.5 32.5

29.6 35.7 37.6 37.8 36.1 29.9

23.8 28.6 30.3 30.4 28.9 24.0

27.6 31.0 31.6 30.8 27.4

34.3 38.3 38.8 38.1 34.0

36.9 41.2 41.7 41.0 36.7

33.7 37.6 38.2 37.4 33.4

26.9 30.2 30.8 30.0 26.7

27.1 33.9 37.0 34.1 27.4

30.4 37.8 41.2 38.0 30.7

31.1 38.4 41.6 38.6 31.3

30.2 37.6 41.0 37.7 30.3

26.8 33.5 36.5 33.5 26.4

21.3 25.1 26.3 24.9 23.2 23.4 25.8 28.5 28.8 27.3 22.8 25.6 27.1 27.9 26.6 26.8 27.4 26.0 21.9 17.4

25.1 29.7 31.0 28.9 26.7 26.9 29.9 33.4 33.8 31.9 27.0 30.7 32.1 32.6 30.8 31.2 32.3 30.6 25.7 20.2

27.0 31.7 32.9 31.0 28.7 28.9 32.1 35.8 36.4 34.6 29.1 33.0 34.7 35.1 33.2 33.6 34.5 32.6 27.6 21.9

28.3 33.1 34.5 32.5 30.1 30.4 33.7 37.7 38.6 36.8 34.0 31.6 37.8 38.0 37.0 35.0 35.3 36.1 34.1 28.9 23.1

28.2 33.4 35.1 32.9 31.0 31.2 34.8 39.1 40.4 38.2 36.6 38.1 40.7 40.6 38.4 36.2 36.5 37.5 35.5 30.0 23.8

20.0 24.3 25.6 25.4 31.2 31.5 35.0 39.2 40.0 38.1 34.7 33.6 38.4 39.1 38.5 36.5 36.7 37.5 35.4 30.1 24.1

26.1 31.3 31.6 35.0 38.9 39.2 37.2 32.5 35.4 38.2 38.2 36.2 36.7 37.4 35.1 29.7 23.7

23.7 28.7 30.5 29.0 31.2 31.6 35.0 39.1 39.1 37.1 30.2 35.3 37.3 38.3 36.3 37.2 37.9 35.6 29.7 23.4

27.4 32.3 34.0 32.1 30.4 31.0 33.7 36.6 27.7 25.7 21.2 24.7 26.1 26.8 30.3 36.7 33.2 24.5 20.8 16.7

26.6 31.3 32.8 31.2 29.3 29.9 33.0 36.1 27.4 25.8 21.0 24.6 25.9 27.5 30.0 35.0 33.2 25.9 21.0 16.4

24.4 29.0 30.7 29.2 27.7 28.9 32.7 37.1 37.1 35.3 28.7 34.1 35.6 36.6 34.9 36.0 36.8 34.5 28.6 22.4

20.1 24.3 26.0 25.5 25.1 26.7 30.7 35.0 35.4 34.1 27.6 32.8 34.2 35.6 33.7 34.4 35.2 33.1 27.9 22.0

15.1 17.8 18.7 18.6 19.8 24.2 28.7 33.1 34.1 32.8 26.5 31.7 33.1 34.2 32.3 32.7 33.6 31.8 26.8 21.2

19.3 25.9 30.3 31.3 29.9 24.0 29.2 30.6 31.3 29.4 29.9 31.0 29.4 24.7 19.4

16.2 20.4 24.7 25.8 24.9 20.3 23.8 25.2 26.2 24.8 25.1 25.8 24.2 20.6 16.5

9.6 10.4

13.5 15.0

15.9 17.8 15.4

14.5 16.2 14.3

10.9 12.0 10.7

9.3 10.2 9.2

11.8 13.0 11.6

11.9 13.0 11.6

9.5 10.3 9.3

22.6 28.3 32.4 34.4 35.6 37.3 38.9 39.2 38.0 35.3 30.4

27.1 34.0 39.2 41.6 42.1 44.2 46.5 46.8 45.5 42.6 36.8

29.2 39.6 43.9 45.1 45.8 48.0 50.3 50.6 49.2 45.9 39.9

26.5 30.9 33.4 39.9 43.8 46.7 47.6 48.3 50.5 53.0 53.2 51.5 48.0 41.8

31.8 37.7 41.9 43.7 46.7 49.3 49.8 50.1 52.6 55.4 55.4 53.5 49.9 43.4

35.9 41.6 44.0 45.5 48.0 50.3 50.5 50.8 52.9 55.5 55.5 53.7 50.0 43.7

38.4 43.4 45.5 46.7 49.0 51.2 51.1 51.1 53.2 55.7 55.7 53.8 50.1 43.8

39.6 44.8 46.7 47.6 50.0 52.3 52.0 51.5 53.6 56.2 56.3 54.3 50.6 44.0

39.3 44.5 46.4 47.4 49.6 51.7 51.3 50.9 52.6 54.9 55.2 53.3 49.7 42.7

39.0 44.2 46.0 47.1 49.2 51.1 50.8 50.1 51.6 53.5 53.7 51.9 47.7 40.7

38.8 44.0 45.8 46.5 48.8 50.8 50.2 49.3 50.4 52.1 52.0 50.1 44.0 37.8

37.2 42.2 44.0 44.8 46.7 48.4 47.9 46.9 47.7 48.6 47.5

35.2 40.1

41.7

42.3 44.0

45.4

44.8 43.7 43.6 42.6 37.2

32.5 37.1 38.4 38.8 40.2 41.4 40.7 39.3 38.9 37.4 32.7

27.3 31.0 32.2 32.7 33.9 34.6 34.1 32.9 32.1 31.1 27.4

20.8 23.9 25.2 25.8 26.5 26.9 26.6 25.8 25.1 23.7 21.0

13.9 15.5 13.6

10.3 10.3

13.2 13.1

13.4 13.3

10.7 10.6

9.4 11.8 12.4 11.0 8.5

9.9 12.7 13.5 11.6 8.5

8.7 11.1 11.7 10.0 7.4

C alc ulat ion Summ aryL abel C alc Type U nits Avg Max Min A vg/ Min M ax/ MinM ax/ Avg C OMM _2_W orkp lane I llu mina nce Fc 1 1.80 1 5.5 7.2 1 .64 2 .15 N .A.

C OMM _Wo rkpl ane I llu mina nce Fc 9 .76 1 4.8 3.2 3 .05 4 .63 N .A.C OMM _Wor kpla ne_1 I llu mina nce Fc 9 .76 1 4.8 3.2 3 .05 4 .63 N .A.

E XIT _Wo rkpl ane I llu mina nce Fc 9 .97 1 2.8 7.8 1 .28 1 .64 N .A.M ECH _Wo rkpl ane I llu mina nce Fc 6 .50 1 1.8 2.4 2 .71 4 .92 N .A.

M EET ING _Wor kpl ane I llu mina nce Fc 3 .12 9.7 0.7 4 .46 1 3.86 N .A.

O PEN OF FICE _Wo rkpl ane I llu mina nce Fc 3 .59 1 0.5 0.5 7 .18 2 1.00 N .A.S ECU RE V EST IBLE _Wo rkpl ane I llu mina nce Fc 9 .94 1 3.0 7.0 1 .42 1 .86 N .A.

T RAI NING _Wo rkpl ane I llu mina nce Fc 3 .34 1 0.2 0.7 4 .77 1 4.57 N .A.V EST IBU LE_2 _Wo rkpl ane I llu mina nce Fc 1 4.10 1 5.2 1 3.4 1 .05 1 .13 N .A.

V EST IBU LE_3 _Wo rkpl ane I llu mina nce Fc 1 1.79 1 3.3 1 0.2 1 .16 1 .30 N .A.

V EST IBUL E_Wo rkpl ane I llu mina nce Fc 9 .72 1 2.7 7.0 1 .39 1 .81 N .A.

13.6 15.2 13.6

13.9 15.5 13.9

10.8 12.0 10.8

7.2 7.9 7.2

10.3 13.2 13.3 10.5

11.4 14.6 14.8 11.7

9.5 12.1 12.2 9.8

6.0 7.6 7.6

3.2 3.9 3.9

10.3 13.2 13.3 10.5

11.4 14.6 14.8 11.7

9.5 12.1 12.2 9.8

6.0 7.6 7.6

3.2 3.9 3.9

8.1 10.3 11.3 10.1 7.8

9.1 11.7 12.8 11.4 8.8

8.2 10.5 11.4 10.2 7.9

2.4 3.4 4.9 6.8 7.7 6.9

2.8 4.0 6.2 9.0 10.4 9.4

2.9 4.3 6.8 10.1 11.8 10.5

2.8 4.0 6.3 9.1 10.5 9.5

2.4 3.3 5.0 6.9 7.8 7.1

1.2 1.3 1.3 1.2 1.1 0.9 0.8

1.7 1.9 1.8 1.7 1.4 1.1 0.9

2.5 2.8 2.8 2.4 1.9 1.4 1.1

3.8 4.4 4.3 3.6 2.6 1.8 1.4

5.6 6.8 6.6 5.1 3.5 2.3 1.6

7.2 9.0 8.8 6.6 4.2 2.6 1.7

7.6 9.7 9.5 7.1 4.4 2.7 1.8

6.7 8.3 8.1 6.1 4.0 2.5 1.7

4.9 5.9 5.7 4.6 3.2 2.1 1.5

3.3 3.8 3.7 3.1 2.3 1.7 1.3

2.2 2.4 2.4 2.1 1.7 1.3 1.1

1.5 1.6 1.6 1.5 1.2 1.0 0.9

1.1 1.2 1.2 1.1 1.0 0.8 0.7

7.9 9.4 9.5 7.8 5.5 3.7 2.5 1.8 1.2 1.0 0.8 1.6 2.2 3.3 5.0 7.2 9.1 9.2 7.7 5.7

8.6 10.4 10.5 8.5 5.9 3.9 2.6 1.9 1.3 1.1 0.9 1.8 2.3 3.5 5.4 7.9 10.0 10.2 8.4 6.2

7.4 8.9 8.8 7.3 5.3 3.6 2.5 1.9 1.4 1.1 1.0 1.7 2.3 3.3 4.8 6.8 8.4 8.5 7.2 5.4

5.4 6.2 6.2 5.3 4.1 3.1 2.3 1.8 1.4 1.2 1.0 1.5 1.7 2.1 2.8 3.8 4.9 5.7 5.8 5.1 4.1

3.4 3.7 3.7 3.4 3.2 2.6 2.1 1.8 1.6 1.5 1.3 1.4 1.8 2.1 2.4 2.9 3.4 3.7 3.7 3.4 2.9

2.3 2.5 2.6 2.4 2.8 2.4 2.1 1.8 1.7 1.7 1.5 1.1 2.0 2.2 2.3 2.4 2.6 2.6 2.5 2.3 2.1

2.5 2.8 2.5 2.2 2.0 1.9 2.0 1.7 2.5 2.7 2.6 2.5 2.3 2.1 1.9 1.7 1.6

3.6 4.1 4.1 3.6 3.4 2.8 2.4 2.2 2.2 2.3 1.9 3.8 3.8 3.4 2.9 2.4 2.0 1.7 1.4 1.3

5.4 6.3 6.3 5.4 4.4 3.3 2.2 1.7 1.2 0.6 0.5 0.7 0.8 0.8 0.8 2.8 2.1 0.8 0.8 0.8

7.6 9.0 9.1 7.6 5.5 3.9 3.0 2.6 2.7 3.5 3.3 9.0 8.9 7.1 4.9 3.2 2.1 1.4 1.0 0.8

8.5 10.3 10.4 8.6 6.1 4.1 3.0 2.7 2.9 3.6 3.4 9.8 9.7 7.7 5.3 3.4 2.2 1.4 1.1 0.8

7.6 9.2 9.3 7.8 5.6 3.8 2.8 2.4 2.6 3.3 3.0 8.1 8.0 6.5 4.6 3.0 2.0 1.4 1.0 0.8

5.7 6.8 6.8 5.9 4.7 2.9 2.3 2.1 2.2 2.7 2.3 5.4 5.3 4.6 3.4 2.4 1.7 1.2 0.9 0.8

0.8 1.8 1.7 1.8 2.1 1.8 3.3 3.3 2.9 2.4 1.8 1.4 1.1 0.9 0.7

0.7 0.8 1.2 1.5 1.6 1.3 2.1 2.1 2.0 1.7 1.4 1.1 0.9 0.8 0.6

7.0 7.7

9.9 11.0

11.7 13.0 11.3

10.6 11.8 10.5

8.0 8.8 7.9

1.0 1.1 1.4 1.7 2.0 2.3 2.4 2.3 2.0 1.7 1.4

1.2 1.3 1.7 2.2 2.7 3.3 3.6 3.3 2.8 2.3 1.8

1.4 1.6 2.1 2.9 4.0 5.1 5.7 5.2 4.1 3.0 2.3

0.7 0.9 1.1 1.4 1.8 2.5 3.7 5.5 7.4 8.5 7.6 5.6 3.8 2.7

0.8 1.0 1.2 1.6 2.1 2.9 4.2 6.3 8.8 10.2 9.0 6.4 4.2 2.9

1.0 1.2 1.4 1.8 2.3 3.1 4.3 6.0 8.0 9.0 8.0 5.8 4.0 2.8

1.2 1.4 1.8 2.3 2.8 3.5 4.2 5.1 6.1 6.4 5.8 4.4 3.2 2.4

1.5 1.8 2.3 3.0 3.7 4.4 4.6 4.7 4.7 4.5 4.0 3.2 2.5 2.0

1.7 2.1 3.0 4.1 5.4 6.2 6.0 5.1 4.3 3.5 2.9 2.4 1.9 1.6

1.9 2.5 3.6 5.4 7.5 8.7 7.9 6.1 4.3 3.2 2.4 1.9 1.5 1.3

1.9 2.6 3.9 6.0 8.6 10.1 9.0 6.5 4.3 2.9 2.1 1.6 1.3 1.1

1.8 2.4 3.6 5.4 7.5 8.7 7.8 5.7 3.8 2.6 1.9

1.6 2.0 2.8 4.0 5.2 5.8 5.3 4.1 3.0 2.1 1.6

1.3 1.6 2.0 2.7 3.2 3.5 3.3 2.7 2.1 1.6 1.3

1.0 1.2 1.5 1.8 2.0 2.1 2.1 1.8 1.5 1.2 1.0

0.8 1.0 1.1 1.3 1.4 1.5 1.4 1.3 1.2 1.0 0.9

13.7 15.2 13.4

10.3 10.2

13.1 13.0

13.3 13.2

10.6 10.6

8.3 10.5 11.0 9.5 7.1

9.4 12.0 12.7 10.8 7.9

8.3 10.6 11.2 9.5 7.0

PENSACOLA

40 MILES

GULF OF MEXICO

SANTA ROSA ISLAND

ESTHER

MARY

FORT WALTON

BEACH

HURLBURT

FIELD

EGLIN AIR FORCE BASE

REGION

CDEF

I A

E C

N P

L O

M M S

F O

R C

L O

O N

S C

O M

M A

N D

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

P E

L O

P E

R A

N S

E N

E E

R S

Q U

A D

R O

N H

U L

B U

R T

L D

, F L

O R

(2 4"

C O

S H

O O

N G

FTEV 16-1013

90005

M. BURCH

M. FAWZY

4 NOV 2016

INDEX OF DRAWINGS

SHEET

NO. SHEET NAME

GENERAL

G1 COVER SHEET

G2 PROJECT INFORMATION

G3 LIFE SAFETY PLAN & CODE ANALYSIS

DEMOLITION

D1 DEMOLITION PLAN

ARCHITECTURAL

A1 NEW WORK FLOOR PLAN

A2 NEW WORK REFLECTED CEILING PLAN

A3 DOOR DETAILS

A4 DETAILS

A5 DOOR SCHEDULE AND ROOM FINISH SCHEDULE

FIRE PROTECTION

FP0 FIRE PROTECTION LEGEND AND NOTES

FP1 FIRE PROTECTION DEMO PLAN

FP2 FIRE PROTECTION NEW WORK PLAN

PLUMBING

P1 PLUMBING PLAN

MECHANICAL

M0 MECHANICAL LEGEND, ABBREVIATION, AND NOTES

M1 MECHANICAL SCHEDULES

M2 MECHANICAL DEMOLITION PLAN

M3 MECHANICAL PLAN

M4 MECHANICAL PIPING PLAN

M5 MECHANICAL DETAILS

M6 MECHANICAL DETAILS

M7 MECHANICAL DETAILS

M8 MECHANICAL CONTROLS

ELECTRICAL

E0 ELECTRICAL LEGEND

E1 ELECTRICAL DEMO POWER PLAN

E2 ELECTRICAL DEMO LIGHTING PLAN

E3 NEW WORK ELECTRICAL LIGHTING PLAN

E4 NEW WORK ELECTRICAL LIGHTING CALCS

E5 ELECTRICAL NEW WORK POWER/SYSTEMS PLAN

E6 NEW WORK ELECTRICAL DETAILS PLAN

E7 NEW WORK ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

T0 TELECOMMUNICATIONS LEGEND

T1 DEMO TELECOMMUNICATIONS PLAN

T2 NEW WORK TELECOMMUNICATIONS PLAN

T3 NEW WORK TELECOMMUNICATIONS PLAN

T4 TELECOMMUNICATIONS DETAILS

T5 TELECOMMUNICATIONS DETAILS

T6 TELECOMMUNICATIONS DETAILS

PROJECT

LOCATION

PROJECT

LOCATION

RENOVATE ROOM 505 CTS

BUILDING 90005

FTEV 16-1013

VICINITY MAP

SCALE: 1" = 1000'

REGIONAL MAP

SCALE: N.T.S.

AREA MAP

SCALE: N.T.S.

BASE CIVIL

ENGINEERS

MLK JR

BLVD

CONTRACTOR'S

ENTRANCE

HAUL ROUTE

90020

90005

HAUL ROUTE

S Y M B O L S L E G E N D

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION

ENLARGED CALLOUT

KEYNOTE; SEE GENERAL NOTE 8

ROOM IDENTIFICATION; SEE ROOM

FINISH SCHEDULE

DOOR IDENTIFICATION; SEE DOOR

SCHEDULE

WINDOW OR LOUVER

IDENTIFICATION; SEE WINDOW

SCHEDULE

PARTITION TYPE; SEE WALL TYPE

SCHEDULE

ELEVATION

NORTH ARROW

REVISION SYMBOL AND BUBBLE

TITLE KEY

Name

A101

SIM

A101

SIM

1 View Name 1/8" = 1'-0"A102 A101

Name Elevation

0'4'8' 8' 16'

A101

DETAIL NUMBER

GRAPHIC SCALE BAR

SHEET DRAWN ON

SHEET OF FIRST REFERENCE

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

C115A

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ACOUS ACOUSTICAL

ADJ ADJUSTABLE

AL ALUMINUM

AB ANCHOR BOLT

APPROX APPROXIMATELY

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

BOD BOTTOM OF DECK

CB CATCH BASIN

CDS CONCEALED DOWNSPOUT

CG CORNER GUARD

CJ CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CEM CEMENT

CLG CEILING

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

DBL DOUBLE

DTL DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DS DOWNSPOUT

DWGS DRAWINGS

EA EACH

EF EXHAUST FAN

EL ELEVATION

ELECT ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

A B B R E V I A T I O N S

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FND FOUNDATION

FFE FINISH FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FT FOOT

FTG FOOTING

FP FILLER PANEL

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

GYP BD GYPSUM BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

INSUL INSULATION

INT INTERIOR

JT JOINT

LAM LAMINATE

LAV LAVATORY

LT WT LIGHT WEIGHT

MO MASONRY OPENING

MANUF MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

OC ON CENTER

OH OPPOSITE HAND

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

OPNG OPENING

OVH OVERHANG

PT PLATE

PLYWD PLYWOOD

R RADIUS

RO ROUGH OPENING

REINF REINFORCED

REQD REQUIRED

RET RETAINING

RM ROOM

SC SCUPPER

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ FT SQUARE FOOT

ST STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

TO TOP OF

TOD TOP OF DECK

TOG TOP OF GRADE

TOS TOP OF SLAB

TOW TOP OF WALL

TEL TELEPHONE

TYP TYPICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WWF WELDED WIRE FABRIC

WD WOOD

XPT EPOXY PAINT

1. DO NOT SCALE DRAWINGS; REFERENCE DIMENSIONS ON

DRAWINGS AND FIELD VERIFY ALL MEASUREMENTS.

2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE

OF STUD, COLUMN CENTERLINE, OR FACE OF EXISTING

FINISH.

3. UNLESS NOTED OTHERWISE, ALL NEW WORK WHICH

EXTENDS OR INFILL EXISTING WORK SHALL ALIGN WITH

AND MATCH EXISTING CONDITIONS.

4. UNLESS NOTED OTHERWISE, PROVIDE CONTINUOUS 2x6 BLOCKING OR 18ga GALVANIZED METAL STRAPPING FOR

ACCESSORIES, FIXTURES, BRACKETS, GFCI ITEMS AND

MISCELLANEOUS SPECIALTIES.

5. ALL WALL MOUNTED ACCESSORIES, WALL MOUNTED TV's, AND MONITORS SHALL HAVE WOOD BLOCKING BETWEEN

STUDS FOR INSTALLATION.

6. ALL DISCREPANCIES OR CONFLICTING INFORMATION

BETWEEN EXISTING CONDITIONS, CONSTRUCTION

DRAWINGS, AND SPECIFICATIONS ARE TO BE BROUGHT

TO THE ATTENTION OF THE CONTRACTING OFFICER FOR

RESOLUTION BEFORE COMMITTING TO WORK OUTLINED.

7. KEYNOTE NUMBERING SEQUENCE FOUND ON ONE SHEET

IS INDEPENDENT FROM OTHER SHEETS IN THE SET.

G E N E R A L N O T E S

EARTH/COMPACT FILL

CAST-IN-PLACE/PRECAST

CONCRETE

MORTAR/GROUT (SECTION)

GYPSUM BOARD (ELEVATION)

FINISH GRADE WOOD

NOMINAL DRESSED BLOCKING

SHIM/FILLER BLOCKING WITH

BACKER ROD AND SEALANT

CMU (IN SECTION)

RIGID INSULATION

BATT INSULATION

PLYWOOD

GYPSUM BOARD

M A T E R I A L L E G E N D

PROJECT SCOPE OF WORK IS FOR THE COMPLETE INTERIOR

RENOVATION OF AN EXISTING APPROX. 2,100 SF SECURE STORAGE

AREA, AND EXPANSION INTO AN ADJACENT APPROX. 1,300 SF OFFICE

AREA. RENOVATION SCOPE INCLUDES PLAN CHANGES TO EXPAND

THE EXISTING MEETING ROOM, CREATE TWO NEW PRIVATE OFFICES,

AND NEW MECHANICAL AND COMMUNICATIONS ROOMS. EXISTING

RAISED ACCESS FLOORING WILL BE RETAINED; HOWEVER, ALL

INTERIOR FINISHES WILL BE REPLACED, AS WILL MECHANICAL,

ELECTRICAL AND TELECOMMUNICATIONS SYSTEMS. NEW WORK WILL

COMPLY WITH APPLICABLE ICD/ICS 705, UFC 4-010-05, ADA, NFPA, IBC,

AND OTHER UFC CRITERIA.

SPECIAL SECURITY REQUIREMENTS: DUE TO THE SECURE NATURE

OF THIS INSTALLATION, SPECIFIC SECURITY MEASURES WILL NEED

TO BE ACCOMMODATED IN THE EXECUTION OF THE NEW WORK. THIS

SHALL BE REVIEWED IN DETAIL WITH THE CONTRACTING OFFICER,

AND WILL INCLUDE PROVISIONS IDENTIFIED IN SECTION 01 10 00 OF

THE PROJECT SPECIFICATIONS.

SCOPE OF WORK

ARCHITECT

CALDWELL ASSOCIATES ARCHITECTS, INC

H. MILLER CALDWELL, JR., RA

116 NORTH TARRAGONA STREET

PENSACOLA, FLORIDA 32501

(850) 439-6576 phone

(850) 438-6537 fax

P R O J E C T T E A M

MECHANICAL/PLUMBING/FIRE

PROTECTION

SCHMIDT CONSULTING GROUP

JOE JONES, PE

901 W. GARDEN STREET

PENSACOLA, FLORIDA 32502

(850) 438-0050 phone

STRUCTURAL

JOE DEREUIL ASSOCIATES, LLC

JOE DEREUIL, PE

301 WEST CERVANTES STREET

PENSACOLA, FLORIDA 32502

(850) 429-1951 phone

ELECTRICAL/COMMUNICATIONS

SCHMIDT CONSULTING GROUP

TODD NICHOLSON, PE

901 W. GARDEN STREET

PENSACOLA, FLORIDA 32502

(850) 438-0050 phone

CIVIL

REBOL BATTLE ASSOCIATES

PAUL BATTLE, PE

2301 N. 9th AVE., SUITE 300

PENSACOLA, FLORIDA 32503

(850) 438-0400 phone

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BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

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FTEV 16-1013

90005

M. BURCH

M. FAWZY

4 NOV 2016

' T

51' TRAVEL DISTANCE

FEC

OFFICE

OPEN OFFICE

TRAINING

MECH

COMM

MEETING

STORAGE

COMM

SECURE

VESTIBULE

ENTRY

VESTIBULE

ENTRY HALL

E10OFFICE

OFFICE

VESTIBULE

CORRIDOR

C O D E A N A L Y S I S

OCCUPANCY CLASSIFICATION

IBC 2012: B (BUSINESS)

CONSTRUCTION TYPE

IBC 2012: TYPE II B (2B), FULLY SPRINKLED

BUILDING AREA AND HEIGHT

NO CHANGES ARE BEING MADE TO PRESENT EXISTING

CONDITIONS

LIFE SAFETY INFORMATION

IBC TABLE 1004.1.2 MAX FLOOR AREA PER OCCUPANT:

3,400 SF OF RENOVATED AREA/ 100 SF GROSS / OCCUPANT = 34

OCCUPANTS

MINIMUM TOTAL WIDTH MEANS OF EGRESS:

DOORS: 32"

CORRIDORS: 44"

SEE PLAN FOR MEANS OF EGRESS WIDTH PROVIDED

EGRESS WIDTH REQUIRED

34 OCCUPANTS x 0.20" = 7" MIN REQUIRED DOORS: 3-36" WITH 34" MIN CLEAR WIDTH = 3x34" = 102"

PROVIDED;

CORRIDORS: 72" MIN. CLEAR WIDTH PROVIDED

COMPLIES WITH MIN. WIDTH REQUIRED

EXIT ACCESS DOORWAYS REQUIRED PER IBC 1015: 2

EXIT ACCESS DOORWAYS PROVIDED: 3

EXIT ACCESS TRAVEL DISTANCE: 200 FT

EXIT ACCESS COMMON PATH OF TRAVEL: 100 FT

MAXIMUM DEAD END CORRIDOR: 50 FT

SEE PLAN FOR TRAVEL DISTANCES PROVIDED

FIRE RESISTANCE

NO CHANGES ARE BEING MADE TO PRESENT EXISTING

CONDITIONS

NFPA 101 2012: BUSINESS

PATH OF EXIT TRAVEL DISTANCE

EXIT SIGN

SEMI-RECESSED FIRE EXTINGUISHER

CABINET WITH FIRE EXTINGUISHER

FIRE EXTINGUISHER ON WALL BRACKET

SMOKE DETECTOR

FEC

L E G E N D

FEC

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PROJECT NO:

SHEET REF:

SHEET NO:

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FTEV 16-1013

90005

S. SISSON

M. FAWZY

4 NOV 2016

TRUE

NORTH

PROJECT

NORTH 0'2'4' 4' 8'

1/4" = 1'-0"G3

1 LIFE SAFETY PLAN

19 19

21 212121

141414

1. REMOVE AND SALVAGE RAISED ACCESS FLOORING IN

SPECIFIC AREAS SHOWN AND AS REQUIRED FOR

CONSTRUCTION OF NEW WORK. SEE NEW WORK PLAN AND

GENERAL NOTE 3 FOR RE-INSTALLATION OF TILES AND

COMPONENTS.

2. COORDINATE WITH PLUMBING, MECHANICAL, AND

ELECTRICAL FOR DEMOLITION NOT INDICATED ON THIS

DRAWING. ENSURE THAT ALL EXISTING AND NEW

PENETRATIONS THROUGH SECURE AREA BOUNDARY

WALLS IN ROOM 113 ARE SEALED/PROTECTED TO MAINTAIN

SECURE PERIMETER REQUIREMENTS.

3. REMOVE ALL DIFFUSER TYPE RAISED ACCESS FLOORING

TILES AND REPLACE WITH SALVAGED STANDARD FLOOR

TILES.

4. ALL NEW POWER AND TELECOMMUNICATION SYSTEMS IN

EXISTING WALLS SHALL BE CONCEALED UNLESS NOTED

OTHERWISE. REMOVE EXISTING WALL FINISHES AS

REQUIRED TO CONCEAL THESE INSTALLATIONS AND REPAIR

TO MATCH EXISTING FINISHES WHERE EXISTING FINISHES

SHALL BE MAINTAINED.

G E N E R A L N O T E S

EXISTING CONSTRUCTION

REMOVE PARTITION AND/OR FINISHES AS

NOTED; FULL HEIGHT FROM CONCRETE

SLAB UP TO DECK ABOVE

REMOVE DOOR AND FRAME; PREPARE

OPENING TO RECIEVE NEW INFILL

L E G E N D

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DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

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FTEV 16-1013

90005

M. BURCH

M. FAWZY

4 NOV 2016

0'2'4' 4' 8'

TRUE

NORTH

PROJECT

NORTH

1/4" = 1'-0"D1

1 DEMOLITION PLAN

K E Y N O T E S

1 REMOVE SUSPENDED ACOUSTIC TILE CEILING

SYSTEM IN THIS SPACE

2 REMOVE CARPET TILE FLOORING AND

ADHESIVE FROM EXISTING ACCESS FLOORING

TILES; ACCESS TILES TO REMAIN IN PLACE

3 REMOVE VINYL FLOOR TILE, RUBBER BASE, AND

ASSOCIATED ADHESIVES IN THIS SPACE

4 REMOVE FABRIC WRAPPED WALL PANELS AND

TRIM, INCLUDING PANEL SUPPORT SYSTEM;

EXISTING PLYWOOD WAINSCOT SHALL REMAIN

5 REMOVE EXISTING HVAC UNIT AND FLOOR

CURB, SEE MECHANICAL

6 REMOVE INTERIOR VISION PANEL AND

ASSOCIATED TRIM; PREPARE OPENING TO

RECEIVE NEW INFILL; SEE NEW WORK PLAN

7 REMOVE AND SALVAGE ACCESS FLOORING;

SEE NEW WORK PLAN FOR RE-INSTALLATION

8 SAWCUT AND REMOVE FURRED OUT MASONRY

WALL CONSTRUCTION WITH METAL CLAD

PLYWOOD SHIELDING PANELS TO CREATE NEW

WALL OPENING; SEE DETAILS ON SHEET A4

FOR NEW STRUCTURAL HEADER SUPPORT

ABOVE OPENING

9 REMOVE GYPSUM BOARD CEILING SYSTEM

INCLUDING FURRING/FRAMING COMPONENTS IN

THIS SPACE

10 REMOVE WALL CONSTRUCTION (TYPICAL)

11 EXISTING VAULT DOOR; PROTECT DURING

CONSTRUCTION

12 REMOVE HEAVY DUTY VAULT DOOR AND FRAME

13 EXISTING ACCESS PANEL TO REMAIN; PROTECT

DURING CONSTRUCTION.

14 REMOVE FURRED OUT MASONRY WALL

CONSTRUCTION WITH METAL CLAD PLYWOOD

SHIELDING PANELS FOR NEW DUCT OPENING;

SEE DETAILS ON SHEET A4 FOR STRUCTURAL

PROVISIONS AT OPENING; COORDINATE

OPENING SIZES AND LOCATIONS WITH

MECHANICAL

15 REMOVE WALL FURRING WITH GYPSUM BOARD

FINISH AS SHOWN TO EXPOSE BACK-UP WALL

CONSTRUCTION ("TEMPEST" SHIELD ASSEMBLY)

16 SAW-CUT AND REMOVE ASPHALT PAVEMENT

FOR NEW CONCRETE APRON; SEE NEW WORK

17 REMOVE CONCRETE SUB-SLAB FOR PLUMBING

WORK; PATCH AND REPAIR SLAB AFTER WORK

IS COMPLETED; SEE PLUMBING

18 REMOVE EXISTING WALL LOUVER, PATCH AND

REPAIR WALL; SEE MECHANICAL; MATCH

EXISTING CONSTRUCTION INCLUDING

REINFORCED CONCRETE, MASONRY VENEER,

EIFS FINISH, FURRING AND INTERIOR FINISH

SYSTEMS ON INTERIOR FACE

19 REMOVE VINYL TILE FLOORING AND

ASSOCIATED ADHESIVES FROM EXISTING

ACCESS FLOORING TILES TO REMAIN IN PLACE

20 REMOVE EXISTING METAL CLAD PLYWOOD

SHIELDING PANELS ON EXISTING CONCRETE

SLAB IN AREA OF NEW MECHANICAL ROOM

21 REMOVE EXISTING DUCTWORK; SEE

MECHANICAL. PATCH AND REPAIR EXISTING

WALL CONSTRUCTION WITH NEW INFILL,

INCLUDING: CMU, STUDS, AND GYPSUM BOARD

FINISH AS REQUIRED TO MATCH ADJACENT

EXISTING MATERIALS ON BOTH SIDES OF WALL.

22 REMOVE EXISTING PLYWOOD WAINSCOT TRIM.

PLYWOOD PANELS SHALL REMAIN.

OFFICE

OPEN OFFICE

TRAINING

MECH

112 COMM

MEETING

STORAGE

SECURE

VESTIBULE

ENTRY

VESTIBULE

OFFICE

COMM

VESTIBULE

CORRIDOR

OFFICE

EX EX

13'-0" 10'-6" 10'-6"

2 4

22 22

FEC

7'-8"

4'- 0"

8" 6'-4" R.O. 8"

5'- 0"

104 105

107 106

TYP

8'-10"

16 3

SIM

4" R.O.

3'-4"

R.O.

3'-4" 4"

4'- 4"

(7 '-4

" H

TYP

2 2

21 21

1'-3 5/8"

MON MON

MON

4 5

NEW WALL CONSTRUCTION; SEE

KEYNOTE

EXISTING WALL

NEW DOOR; SEE DOOR SCHEDULE

EXISTING DOOR

SEMI-RECESSED FIRE

EXTINGUISHER CABINET WITH

EXTINGUISHER

FIRE EXTINGUISHER ON WALL

BRACKET

LIMITS OF SECURE AREA

NEW FLAT SCREEN MONITOR (GFGI)

L E G E N D

FEC

MON

1. PROVIDE MOISTURE RESISTANT TYPE 'X' GYPSUM BOARD IN

MECHANICAL ROOM 112. NEW WALL CONSTRUCTION AT

EAST OF ROOM TO RECIEVE (2) LAYERS OF MOISTURE

RESISTANT TYPE 'X' GYPSUM BOARD ON BOTH SIDES.

2. REPLACE ALL DIFFUSER TYPE ACCESS FLOORING TILES

WITH SALVAGED STANDARD TYPE ACCESS TILE FLOORING.

3. PROVIDE NEW ACCESS FLOORING TILES TO MATCH

EXISTING SYSTEM IF THERE IS AN INSUFFICIENT AMOUNT

OF EXISTING ACCESS FLOORING TILES AVAILABLE TO BE

REUSED.

G E N E R A L N O T E S

8 1/2"

BOB SMITH

NAME INSERT

SIGNAGE SHALL HAVE PERMANENT

ROOM NUMBER, BRAILLE, AND DIE

CUT INSERTS FOR ROOM NAMES.

AUTHORIZED

PERSONNEL

ONLY

AUTHORIZED PERSONNEL

ONLY

BRAILLE

NOTE:

1. ALL SIGNAGE SHALL COMPLY WITH ADA GUIDELINES.

2. SEE DETAIL 3/A1 FOR MOUNTING REQUIREMENTS.

3. SEE SIGNAGE SCHEDULE

A B C

EMERGENCY

EXIT ONLY

NO ENTRY

EMERGENCY EXIT ONLY

NO ENTRY

BRAILLEBRAILLE 5'-

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SHEET NO:

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FTEV 16-1013

90005

M. BURCH

M. FAWZY

4 NOV 2016

1/4" = 1'-0"A1

1 NEW WORK FLOOR PLAN

TRUE

NORTH

PROJECT

NORTH 0'2'4' 4' 8'

K E Y N O T E S

1 WORKSTATIONS (GFGI); SEE ELECTRICAL FOR

CONNECTIONS

2 PROVIDE HORIZONTAL WOOD FURRING AT 16"

O.C. VERTICALLY TO MATCH EXISTING

PLYWOOD WAINSCOT THICKNESS, THEN

PROVIDE 5/8" TYPE 'X' GYPSUM BOARD OVER

EXISTING PLYWOOD WAINSCOT AND NEW

FURRING; EXTEND TO 6" ABOVE CEILING

3 5/8" TYPE 'X' GYPSUM BOARD ON BOTH SIDES

OF GALVANIZED METAL STUD INFILL WITH BATT

INSULATION; ALIGN FACE OF FINISH WITH

EXISTING

4 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8"

GALVANIZED METAL STUDS AT 16" O.C. WITH

BATT INSULATION; EXTEND FROM CONCRETE

SLAB BELOW RAISED ACCESS FLOORING TO 6"

ABOVE CEILING; BRACE ABOVE CEILING

5 FINISH JAMBS AND HEAD OF NEW WALL

OPENING WITH 5/8" TYPE X GYPSUM BOARD ON

7/8" GALVANIZED METAL FURRING

6 EXISTING ACCESS FLOORING TO RECEIVE NEW

CARPET TILE FINISH; SEE ROOM FINISH

SCHEDULE

7 REINSTALL SALVAGED ACCESS TILE FLOORING

IN FORMER HVAC UNIT FLOOR CURB AREA

8 REINSTALL SALVAGED ACCESS TILE FLOORING

AT NEW WALL LOCATIONS; CUT TO FIT

9 (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD OVER

6" 16GA GALVANIZED METAL STUDS @ 16" O.C.

WITH FULL DEPTH SOUND BATT INSULATION IN

WALL CAVITY; EXTEND TO UNDERSIDE OF DECK.

STAGGER GYPSUM BOARD JOINTS BETWEEN

LAYERS. SEAL AT HEAD AND BASE OF WALL

BOTH SIDES TO MAINTAIN ACOUSTIC WALL

PROPERTIES. NEW PRESCRIBED WALL

CONSTRUCTION MEETS ICD/ICS 705 'WALL A'

REQUIREMENTS FOR SOUND GROUP 4 - STC 50

OR BETTER.

10 EXISTING FIRE RATED CONSTRUCTION TO

REMAIN; PATCH AND REPAIR ANY HOLES OR

PENETRATIONS AS REQUIRED TO MAINTAIN

FIRE RATED ASSEMBLY

11 (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON 2

1/2" GALVANIZED METAL FURRING AT 16" O.C.

WITH FULL DEPTH SOUND BATT INSULATION;

EXTEND TO UNDERSIDE OF DECK; STAGGER

GYPSUM BOARD JOINTS BETWEEN LAYERS,

SEAL AT HEAD AND BASE OF WALL TO MAINTAIN

ACOUSTIC WALL PROPERTIES. COMBINATION

OF EXISITING WALL CONSTRUCTION WITH NEW

FURRING, INSULATION, AND FINISH MEETS

ICD/ICS 705 'WALL A' REQUIREMENTS FOR

SOUND GROUP 4 - STC 50 OR BETTER.

12 EXISTING 8" NOM. REINFORCED CONCRETE

EXTERIOR CAVITY WALL CONSTRUCTION WITH

RIGID INSULATION IN CAVITY, 4" NOMINAL CMU

VENEER AND FURRED-OUT, METAL CLAD

SHIELDING PANELS ON INTERIOR FACE TO

REMAIN. NOTE: EXISITING EXTERIOR WALL

CONSTRUCTION MEETS ICD/ICS 705

REQUIREMENTS FOR SOUND GROUP 4 - STC 50

OR BETTER.

13 NEW 4" THICK 3500 PSI FIBER REINFORCED

CONCRETE PAD WITH 8" THICK TURN-DOWN

EDGE. INSTALL ON 4" COMPACTED SAND FILL.

14 NEW KNOCK DOWN CASED OPENING FRAME IN

EXISTING OPENING; PAINT TO MATCH ADJACENT

EXISTING FRAMES

15 REPLACE MISSING ACCESS TILE FLOORING

WITH PREVIOUSLY SALVAGED FLOORING; CUT

TO FIT

16 LIMITS OF NEW VCT FLOORING

17 PROVIDE WOOD CHAIR RAIL AT NEW INFILL

WITH NEW RAIL TO MATCH EXISTING

18 EXISTING VAULT DOOR; PROTECT DURING

CONSTRUCTION

19 EXISTING GYPSUM BOARD FINISHED FURRED

OUT WALL CONSTRUCTION TO REMAIN

20 5/8" TYPE 'X' GYPSUM BOARD ON 2 1/2"

GALVANIZED METAL FURRING AT 16" O.C.;

EXTEND TO 6" ABOVE CEILING

21 REPAIR EXISTING PAINTED GYPSUM BOARD

WALLS TO REMAIN IN ROOM

22 PROVIDE EXTERIOR SIGNAGE ON MECHANICAL

ROOM DOOR WITH ROOM NAME AND NUMBER;

SIGN TYPE, SIZE AND COLOR TO MATCH

EXISTING BUILDING STANDARDS.

23 EXISTING ACCESS PANEL TO REMAIN; PROTECT

DURING CONSTRUCTION.

24 NEW 6" REINFORCED CONCRETE FLOOR SLAB

OVER RIGID INSULATION; SEE DETAILS ON A4

FOR CLARIFICATION

25 FURR OUT EXISTING COLUMN FOR NEW POWER

AND COMM; FINISH WITH 5/8" TYPE 'X' GYPSUM

BOARD. COORDINATE WITH ELECTRICAL AND

TELECOMMUNICATIONS.

3" = 1'-0"A1

2 SIGNAGE TYPES

1/2" = 1'-0"A1

3 SIGNAGE MOUNTING

0'2"4" 4" 8"

SIGNAGE SCHEDULE

MARK TYPE

ROOM

NUMBER INSERT

1 B --- --- 2 B --- ---

3 A 102 TRAINING ROOM

4 A 104 COMMUNICATIONS

5 A 105 STORAGE ROOM

6 A 103 MEETING ROOM

7 A 106 OFFICE ( )

8 A 107 OFFICE ( )

9 A 108 SECURE

COMMUNICATIONS

10 A 110 OFFICE ( )

11 A 111 OFFICE ( )

12 C --- ---

13 SEE KEY

NOTE

112 MECHANICAL

NOTE:

1. ALL SIGNAGE SHALL MEET ADA REQUIREMENTS.

2. MOLDED ROOM NUMBER AND SIGNAGE TEXT ON INSERT TO BE

COORDINATED WITH CONTRACTING OFFICER

3. ALL NEW SIGNAGE TYPE, COLOR, AND SIZE SHALL MATCH EXISTING

BUILDING SIGNAGE

0'1'2' 2' 4'

OPEN OFFICE

TRAINING

MECH

COMM

MEETING

STORAGE

COMM

SECURE

VESTIBULE

ENTRY

VESTIBULE

ENTRY HALL

E10

OFFICE

VESTIBULE

CORRIDOR

1 1

EXP

LIMITS OF SECURE AREA

NEW WALL CONSTRUCTION; SEE

NEW WORK PLAN

EXISTING WALL

2x2 SUSPENDED ACOUSTICAL

CEILING TILE TO MATCH EXISTING

NO CEILING, EXPOSED STRUCTURE

ABOVE

LIGHTING FIXTURES; SEE

ELECTRICAL

SUPPLY AIR CEILING DIFFUSER; SEE

MECHANICAL

RETURN AIR GRILLE; SEE

MECHANICAL

L E G E N D

EXP

1. UNLESS NOTED OTHERWISE, ALL CEILING HEIGHTS ARE AT

8'-0" AFF.

G E N E R A L N O T E S

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DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

P E

L O

P E

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E N

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W O

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FTEV 16-1013

90005

M. BURCH

M. FAWZY

4 NOV 2016

1/4" = 1'-0"A2

1 NEW WORK REFLECTED CEILING PLAN

0'2'4' 4' 8'

TRUE

NORTH

PROJECT

NORTH

K E Y N O T E S

1 PAINTED GYPSUM BOARD AT WALL OPENING

HEAD

GALVANIZED METAL STUD

HEADER OVER DOOR OPENING;

SEE PLAN FOR STUD SIZE

SEALANT ALL AROUND, BOTH

SIDES

HOLLOW METAL FRAME AS

SCHEDULED; ADJUST THROAT

WIDTH TO SUIT WALL

CONDITIONS; VERIFY IN FIELD

DOOR AS SCHEDULED

5/8" TYPE 'X' GYPSUM

BOARD FINISH; BOTH

SIDES

FULL DEPTH SOUND ATTENUATION

BATTS BETWEEN STUDS

(2) LAYERS OF 5/8" TYPE 'X' GYPSUM

BOARD AT DOOR 114 ONLY

SPRAY FOAM FILL DOOR

FRAME (DOOR 114 ONLY)

DOUBLE STUD PACK AT JAMB;

SEE PLAN FOR STUD SIZE

HM FRAME AS SCHEDULED; ADJUST

THROAT WIDTH TO SUIT WALL

CONDITIONS; VERIFY IN FIELD

DOOR AS SCHEDULED

(3) ANCHORS PER JAMB

SEALANT ALL

AROUND; BOTH SIDES

5/8" GYPSUM BOARD

FINISH; BOTH SIDES

FULL DEPTH SOUND ATTENUATION

BATTS BETWEEN STUDS

SPRAY FOAM FILL DOOR & FRAME

(DOOR 114 ONLY)

(2) LAYERS OF 5/8" TYPE 'X' GYPSUM

BOARD AT DOOR 114 ONLY

JAMB ANCHOR, MIN. (3) PER SIDE

DOOR AS SCHEDULED

HM FRAME AS SCHEDULED

5/8" TYPE 'X' MOISTURE RESISTANT

GYPSUM BOARD

SALVAGE MASONRY TO CREATE NEW JAMB;

TOOTH-IN RETURN TO EXISTING VENEER;

EXTEND EIFS FINISH INTO JAMB AS SHOWN

2x PT WOOD NAILER AROUND OPENING IN

EXISTING FURRING CAVITY

BACKER ROD AND SEALANT BOTH

SIDES ALL AROUND

8" MIN.

EXISTING 3"+/- EIFS; REPAIR

AT PERIMETER OF NEW

OPENING

LAP EXISTING VAPOR BARRIER WITH NEW

THROUGH WALL FLASHING; TERMINATE WITH

TERMINATION BAR SET IN FULL BED OF SEALANT

5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM

BOARD OVER FURRING STRIPS AT 16" O.C.;

EXTEND TO UNDERSIDE OF DECK

EXISTING METAL CLAD

SHIELDING PANEL

EXISTING REINFORCED

CONCRETE WALL

EXISTING GYPSUM

BOARD ON FURRING

HM FRAME AS

SCHEDULED

DOOR AS SCHEDULED

5/8" TYPE 'X' GYPSUM

BOARD OVER FURRING

(2) 2x8 WOOD NAILER

AROUND OPENING

PATCH AND REPAIR

FINISH AFTER LINTEL IS

INSTALLED

HEADER SUPPORT FOR

NEW OPENING; SEE 3/A4

BACKER ROD AND

SEALANT ALL AROUND;

BOTH SIDES

EXISTING METAL

CLAD SHIELDING

SYSTEM EXISTING CONCRETE

MASONRY WALL

SUSPENDED ACOUSTICAL

CEILING TILE; SEE ROOM

FINISH SCHEDULE

2x PT WOOD NAILER

AROUND OPENING IN

EXISTING FURRING CAVITY

EXISTING CMU WALL;

GROUT CELLS SOLID AT

NEW OPENING

HM FRAME AS SCHEDULED;

PROVIDE (3) ANCHORS PER JAMB

DOOR AS SCHEDULED

EXISTING GYPSUM

BOARD ON FURRING

2x WOOD NAILER AND BLOCKING

AROUND OPENING TO SUPPORT

FRAME AND GYPSUM FINISH EXISTING METAL CLAD

SHIELDING SYSTEM

5/8" TYPE 'X' GYPSUM BOARD

2x BLOCKING TO SUPPORT

GYPSUM BOARD PATCH AND

REPAIR AT OPENING

5/8" TYPE 'X' GYPSUM BOARD ON

FURRING

REMOVE WALL FINISH

AND FURRING BELOW

THRESHOLD

DOOR AS SCHEDULED

FRAME AS SCHEDULED

EXISTING METAL

CLAD PLYWOOD

SHIELDING SYSTEM

TO REMAIN

FINISHED FLOORING,

SEE ROOM FINISH SCHEDULE

2X PT. WOOD

NAILER

REINSTALL SALVAGED

ACCESS TILE FLOOR

SYSTEM; CUT TO FIT REPAIR EXISTING CMU WALL AT

NEW OPENING AS REQ'D

DOOR AS SCHEDULED

EXISTING

CONSTRUCTION

HOLLOW METAL FRAME

AS SCHEDULED

CARPET; SEE ROOM

FINISH SCHEDULE

VINYL COMPOSITION TILE;

SEE FINISH SCHEDULE

VINYL TRANSITION STRIP

5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM

BOARD OVER FURRING

STRIPS AT 16" O.C.;

EXTEND TO UNDERSIDE

OF DECK

EXISTING METAL CLAD

SHIELDING SYSTEM

HEADER SUPPORT FOR

NEW OPENING; SEE 3/A4

EXISTING CMU VENEER

TERMINATION BAR

SET IN A FULL BED

OF SEALANT

THROUGH WALL FLASHING

WEEPS AT 16" O.C.

GALVANIZED L 6x6x3/8

LINTEL; PAINT TO MATCH

EIFS

REMOVE AND REPLACE

CMU VENEER AT DOOR

HEAD TO INSTALL LINTEL

FRAME AS SCHEDULED

DOOR AS SCHEDULED

BACKER ROD AND

SEALANT; BOTH SIDES,

ALL AROUND

REPLACE DRAINABLE EIFS

TRACK OVER OPENING

EXISTING REINFORCED

CONCRETE WALL

EXISTING VAPOR BARRIER

EXISTING 3" EIFS; REPAIR

AT PERIMETER OF NEW

OPENING

EXTEND EIFS FINISH

INTO NEW JAMB

1/2" MIN.

2x PT WOOD NAILER

AROUND OPENING

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DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

P E

L O

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FTEV 16-1013

90005

M. BURCH

M. FAWZY

4 NOV 2016

3" = 1'-0"A3

7 TYPICAL HM HEAD

3" = 1'-0"A3

8 TYPICAL HM JAMB

0'2"4" 4" 8"

1 1/2" = 1'-0"A3

6 TYPICAL HM JAMB EXTERIOR

0'2"4" 4" 8"

0'3"6" 6" 1' 1 1/2" = 1'-0"A3

3 TYPICAL HM HEAD INTERIOR

0'2"4" 4" 8"

1 1/2" = 1'-0"A3

4 TYPICAL HM JAMB INTERIOR

3" = 1'-0"A3

1 HM THRESHOLD @ INTERIOR

0'2"4" 4" 8"

3" = 1'-0"A3

9 THRESHOLD - VCT TO CPT

0'2"4" 4" 8"

1 1/2" = 1'-0"A3

5 TYPICAL HM HEAD EXTERIOR

EXISTING

CONSTRUCTION

DOOR AS

SCHEDULED

FRAME AS

SCHEDULED

1/2" EXPANSION JOINT

MATERIAL

(1) #5

CONTINUOUS

4" CONCRETE PAD; 1/2"

PER FOOT MAXIMUM

SLOPE

ALUMINUM THRESHOLD

SET IN A FULL BED OF

SEALANT

6" CONCRETE SLAB OVER

16 MIL VAPOR BARRIER

WITH #3 REINFORCING @

12" O.C. EACH WAY WITH 2"

MIN CLEAR TO TOP

HIGH DENSITY EXPANDED

PLYSTYRENE BOARD

INSULATION; THICKNESS TO

BE DETERMINED IN FIELD

APPROXIMATE LINE

OF FINISH GRADE

BEYOND 8"

EXISTING REINFORCED

CONCRETE WALL; SAWCUT

FOR NEW OPENING

(2) LAYERS 5/8" TYPE 'X'

MOISTURE RESISTANT

GYPSUM BOARD; BOTH

SIDES; INSTALL WITH

STAGGERED JOINTS AND

EXTEND TO UNDERSIDE

OF DECK. SEAL TIGHT TO

MAINTAIN STC RATING

6" 16ga GALVANIZED METAL

STUDS AT 16" O.C WITH

SOUND ATTENUATION BATTS

BETWEEN STUDS

FINISHED FLOORING,

SEE ROOM FINISH SCHEDULE

4" RUBBER BASE

1/2" GLASS MAT

GYPSUM SHEATHING

REINSTALLED RAISED ACCESS

FLOORING; MODIFY AS REQUIRED

TO CONSTRUCT WALLS

HIGH DENSITY EXPANDED

POLYSTYRENE BOARD

INSULATION; THICKNESS TO

BE DETERMINED IN FIELD

1/2" EXPANSION JOINT

MATERIAL

ACOUSTIC SEALANT

AT WALL BASE

ACOUSTIC SEALANT

6" CONCRETE SLAB OVER

16 MIL VAPOR BARRIER

WITH #3 REINFORCING @

12" O.C. EACH WAY WITH

2" MIN CLEAR TO TOP

EXISTING REINFORCED

CONCRETE OR CONCRETE

MASONRY WALL

L 6x4x5/16 (LLV)

3/4" DIA. GALVANIZED

THROUGH BOLT WITH

MATCHING NUTS

EACH SIDE

SEQUENCING NOTE:

1. SAWCUT FROM ONE SIDE,

INSTALL ANGLE

2. SACUT FROM OTHER SIDE,

INSTALL ANGLE

3. INSTALL BOLTS

4. REMOVE WALL MATERIAL AS

NEEDED FOR OPENING

2" 6"

4" 8" 4" 1'-4"

4"8"4" 1'-4"

SPACING

12" MAX

L 6x4x5/16 (LLV)

3/4" DIA. GALVANIZED

THROUGH BOLT WITH

MATCHING NUTS

EACH SIDE

NEW

OPENING

IN CMU

3" 8"

L 6x4x5/16 (LLV)

NEW

OPENING

IN CONCRETE

3" 8"

NOTE: STEEL ANGLES SHALL BE GALVANIZED AT EXTERIOR WALL LOCATIONS.

SPACING

12" MAX

3/4" DIA. GALVANIZED

THROUGH BOLT WITH

MATCHING NUTS

EACH SIDE

EXISTING WALL CONSTRUCTION TO REMAIN

EXISTING FURRING WITH GYPSUM

BOARD FINISH

IN6"

ACOUSTICAL SEALANT

(2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD;

INSTALL WITH STAGGERED JOINTS AND

EXTEND TO UNDERSIDE OF DECK. SEAL TIGHT

TO MAINTAIN STC RATING

2-1/2" METAL FURRING WITH SOUND

ATTENUATION BATTS BETWEEN STUDS

ALIGN FACE OF NEW GYPSUM BOARD

WITH EXISTING FACE

NOTE: WALL TO MEET CRITERIA FOR STC 50

RATING OR BETTER

MODIFIED BITUMEN

FLASHING MEMBRANE

SEE MECHANICALPREMANUFACTURED INSULATED

ROOF CURB; SEE MECHANICAL.

FASTEN TO ROOF DECK PER

MANUFACTURER'S SPECIFICATIONS

TO RESIST WIND LOADS

" M

NEW 4"x4"x1/4" STEEL ANGLE AT

PERIMETER OF NEW ROOF

OPENING. WELD SECURELY TO

EXISTING BAR JOISTS

EXISTING MODIFIED BITUMEN

ROOF SYSTEM; PATCH/REPAIR

AT PERIMETER OF NEW

OPENING, INCLUDING ROOF

INSULATION

EXISTING BAR JOISTS TO

REMAIN (PASSING THROUGH

NEW OPENING)

EXISTING METAL ROOF DECKING

WITH RIGID INSULATION; CUT OUT

AND PATCH AT NEW OPENING.

FASTEN EXISTING DECKING TO

NEW STEEL ANGLES AT

PERIMETER OF OPENING

CANT STRIP

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DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

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FTEV 16-1013

90005

M. BURCH

M. FAWZY

4 NOV 2016

3" = 1'-0"A4

2 HM THRESHOLD @ EXTERIOR

3" = 1'-0"A4

1 MECHANICAL ROOM SLAB

0'2"4" 4" 8"

1 1/2" = 1'-0"A4

3 NEW OPENING LINTEL DETAIL

0'3"6" 6" 1'

3" = 1'-0"A1 A4

4 WALL DETAIL

0'2"4" 4" 8"

1 1/2" = 1'-0"A4

5 ROOF CURB

0'3"6" 6" 1' 8 OF 37

F I N I S H I N D E X

FLOORS

VT VINYL TILE

VT-1 MANNINGTON COMMERCIAL

ESSENTIALS COLLECTION

COLOR: #137 "SANDRIFT"

12x12x1/8" THICK

C CARPET

CPT-1 CARPET TILE

COLOR: TO MATCH EXISTING IN CORRIDOR 115

SC SEALED CONCRETE

SC-1 CLEAR SEAL

BASE

RB RUBBER BASE

RB-1 ARMSTRONG VINYL BASE

COLOR: MATCH EXISTING BUILDING STANDARD

WALL

P PAINT

PT-1 SHERWIN WILLIAMS

INTERIOR ACRYLIC LATEX PAINT

COLOR: SW7036 "ACCESSIBLE BEIGE"

PT-2 SHERWIN WILLIAMS

INTERIOR GRADE LATEX PAINT

COLOR: MATCH EXISTING IN CORRIDOR 115

CEILING

ACT ACOUSTICAL CEILING TILE

ACT-1 ARMSTRONG FINE FISSURED 1717

COLOR: WHITE, FINE TEXTURE

24"x24" - 15/16" GRID

P PAINT

PT-3 INTERIOR GRADE LATEX PAINT

COLOR: CEILING WHITE

SEMI-GLOSS FINISH

DOORS AND WINDOWS:

WOOD DOORS:

ST-1 SOLID CORE WOOD DOOR, BIRCH VENEER

FACTORY FINISHED STAINED WITH CLEAR FINISH TO

MATCH EXISTING

HOLLOW METAL DOORS & FRAMES, INTERIOR

PT-4 PAINT TO MATCH INTERIOR EXISTING

ACRYLIC LATEX ENAMEL, SEMI-GLOSS FINISH

HOLLOW METAL DOORS AND FRAMES, EXTERIOR

PT-5 PAINT TO MATCH EXISTING EXTERIOR WALL COLOR

ACRYLIC LATEX ENAMEL, SEMI-GLOSS FINISH

F R A M E T Y P E S

2"SEE SCHED. 2"

2" SEE SCHED. 2"

HM-1

HOLLOW METAL

HM-2

GALVANIZED

HOLLOW METAL

(MASONRY)

D O O R T Y P E S

SEE SCHED.

FLUSH

SEE SCHED.

FLUSH

FLUSH, INSULATED

GALVANIZED HOLLOW

METAL

FLUSH, SOLID CORE

WOOD DOOR, MATCH

EXISTING

1. ALL DOOR HARDWARE, INCLUDING HINGES, SHALL BE

STAINLESS STEEL

2. EXTERIOR DOORS TO HAVE CLOSER AND TAMPER-PROOF

HINGES

3. PROVIDE FACTORY FINISHED WOOD DOOR TO MATCH

EXISTING, COLOR TYPE AND SPECIES.

4. EMERGENCY EXIT DOOR WITH HARDWARE ON ROOM SIDE

ONLY. HARDWARE TO INCLUDE DEAD-LOCKING PANIC

HARDWARE AND TAMPER PROOF HINGES. DOOR

ACTIVATION SHALL INTERFACE WITH SECURITY ALARM

SYSTEM.

DOOR SCHEDULE

R E M A R K S

1. CARPET TILE INSTALLATION SHALL INCLUDE CLEANING AND

PREPARING EXISTING, PREVIOUSLY CARPETED SURFACES

FOR APPLICATION OF NEW CARPET TILE.

2. VINYL TILE INSTALLATION SHALL INCLUDE CLEANING AND

PREPARING PREVIOUSLY VINYL TILED SURFACES FOR

APPLICATION OF NEW VINYL TILE.

3. RUBBER BASE INSTALLATION SHALL INCLUDE CLEANING

AND PREPARING EXISTING WALL SURFACES HAVING

PREVIOUSLY APPLIED RUBBER WALL BASE.

G E N E R A L N O T E S

1. REINSTALL PREVIOUSLY REMOVED ACCESS FLOORING

SYSTEM. REPLACE ANY DAMAGED COMPONENTS WITH NEW

TO MATCH EXISTING.

2. CARPET TILE TO BE INSTALLED ON EXISTING RAISED ACCESS

FLOORING SYSTEM.

3. CARPET TO BE INSTALLED ON EXISTING CONCRETE SLAB.

4. VINYL TILE TO BE INSTALLED ON EXISTING RAISED ACCESS

FLOORING SYSTEM.

5. VINYL TILE TO BE INSTALLED ON EXISTING CONCRETE SLAB.

6. INSTALL NEW RUBBER BASE AT REPAIRED AREAS. NEW BASE

SHALL MATCH EXISTING BASE IN CORRIDOR 115.

7. PAINT EXISTING DOORS AND FRAMES TO REMAIN,

EXCLUDING RECENTLY INSTALLED VAULT DOOR IN ENTRY

VESTIBULE.

8. EXISTING PLYWOOD WAINSCOT WITH TRIM TO BE PAINTED

TO MATCH EXISTING GYPSUM BOARD.

9. NEW GYPSUM BOARD INFILL SHALL RECEIVE TEXTURED

FINISH ABOVE AND VINYL WALL COVERING BELOW CHAIR

RAIL TO MATCH EXISTING. ENTIRE EXISTING PAINTED WALL

SURFACE AND CHAIR RAIL SHALL RECEIVE NEW PAINT FINISH

TO MATCH EXISTING.

10. PAINT EXISTING ACCESS PANEL AND FRAME TO MATCH NEW

DOOR FRAME COLOR USED ELSEWHERE.

11. PAINT EXISTING VAULT DOOR TO MATCH NEW DOOR FRAME

COLOR.

ROOM FINISH SCHEDULE

REMARKS FLOORS

CPT CARPET TILES

EXACCESS EXISTING ACCESS FLOORING

EX CONC EXISTING CONCRETE

EX CPT EXISTING CARPET

SC SEALED CONCRETE

VT VINYL TILE

BASE

RB RUBBER BASE

WALLS

EX GB EXISTING GYPSUM BOARD

EX MTL EXISTING METAL CLAD PANELS

GB TYPE 'X' GYPSUM BOARD

MRGB TYPE 'X' MOISTURE RESISTANT GYPSUM

BOARD

CEILING

ACT ACOUSTICAL CEILING TILE

EXP EXPOSED STRUCTURE

PT PAINT

DOORS

GALV STL GALVANIZED STEEL

HM HOLLOW METAL

IN ST INSULATED GALVANIZED HOLLOW METAL

SCWD SOLID CORE WOOD DOOR

ST STAIN

STL STEEL FACTORY PRIMED FOR FIELD PAINTING

PT PAINT

A B B R E V I A T I O N S

H A R D W A R E S E T

HARDWARE SET #1 DOOR 114

1 EA. LOCK WITH DEADBOLT 45H0TD-15-J HOOK SPINDLE, 630 ST/BE

NO OUTSIDE TRIM

1 EA. CYLINDER 1E7S-C4-RP3 x CORMAX 626 ST/BE 1 EA. CLOSER 4040XP x Rw/PA x TBWMS AL LCN 1 EA. SADDLE THRESHOLD 492S x 36" MIL HA

1 EXIT ALARM EAX500 GREY DE

1 EA. WALL STOP 230W US26D HA

NOTE:

1. (3) CAM LIFT HINGES AND (1) GASKET SET/DOOR BOTTOM TO BE PROVIDED BY ACOUSTICAL

DOOR MANUFACTURER (OVERLY OR APPROVED EQUAL)

HARDWARE SET #2 DOOR 112

6 EA. HINGE BB1199 4-1/2" x 4-1/2" x NRP US32D HA

1 EA. LOCKSET- STOREROOM 9K37D15DS3626 630 BE

1 EA. CORE BRASS CONSTRUCTION CORE BE

1 EA. CLOSER 8616 DS COV 689 DO

2 EA. EXTRA HD SURFACE BOLTS SB360 12" 603 IVES

1 EA. THRESHOLD 520SV x 72" AL HA 1 EA. RAIN DRIP 810S x 76" AL HA 1 SET WEATHERSEAL 890S x 72" x 84" AL HA 1 EA. OVERHEAD HOLDER /STOP 9000 SERIES x SIZE AS REQ'D 630 ABH

NOTE:

1. PROVIDE METAL ASTRAGAL BY DOOR MANUFACTURER

HARDWARE SET #3 DOORS 104, 105, 108

3 EA. HINGE BB1199 4-1/2" x 4-1/2" x NRP US32D HA

1 EA. LOCKSET- STOREROOM 9K37D14DS3626 630 BE

1 EA. CORE BRASS CONSTRUCTION CORE BE

1 EA. CLOSER 8616 AF 86 689 DO

3 EA. DOOR SILENCER 307 D x GREY GREY HA

1 EA. WALL STOP 230W US26D HA

HARDWARE SET #4 DOORS 103, 106, 107, 110, 111

3 EA. HINGE BB1199 4-1/2" x 4-1/2" x NRP US32D HA

1 EA. LOCKSET- ENTRY 9K37AB14DS3626 630 BE

1 EA. CORE BRASS CONSTRUCTION CORE BE

3 EA. DOOR SILENCER 307 D x GREY GREY HA

1 EA. WALL STOP 230W US26D HA

NOTE:

1. PROVIDE MANUFACTURERS STANDARD THRESHOLD PER DETAILS 1/A3 AND 2/A3.

MANUFACTURERS:

ABH ABH MANUFACTURING

BE BEST

DO DORMA

HA HAGER

IVES IVES-ALLEGION

LCN LCN-ALLEGION

ST STANLEY

FINISHES:

626 SATIN CHROMIUM PLATED

630 BRUSHED STAINLESS STEEL

689 PAINTED OR POWDER COATED ALUMINUM

AL BRONZE ANODIZED ALUMINUM

MIL MILLED ALUMINUM

US26D SATIN CHROMIUM PLATED

US32D SATIN STAINLESS STEEL

KEYING:

-ALL LOCKS SHALL BE KEYED AS DIRECTED BY

HURLBURT FIELD

HARDWARE SET #5 DOOR 102

3 EA. HINGE BB1199 4-1/2" x 4-1/2" x NRP US32D HA

1 EA. LOCKSET- ENTRY 9K37AB14DS3626 630 BE

1 EA. CORE BRASS CONSTRUCTION CORE BE

1 EA. CLOSER 8616 AF 86 689 DO

3 EA. DOOR SILENCER 307 D x GREY GREY HA

1 EA. WALL STOP 230W US26D HA

NOTE:

1. PROVIDE MANUFACTURERS STANDARD THRESHOLD PER DETAILS 1/A3 AND 2/A3.

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DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

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FTEV 16-1013

90005

M. BURCH

M. FAWZY

4 NOV 2016

DOOR SCHEDULE

MARK

DOOR FRAME

STC

RATING

HARDWARE

REMARKS

SIZE

TYPE MATERIAL FINISH TYPE MATERIAL FINISH

DETAIL

SET NO.

KEYSIDE

SPACEWIDTH HEIGHT THICKNESS HEAD JAMB SILL

102 3'-0" 6'-8" 1 3/4" FW SCWD ST-1 HM-1 STL PT-4 7/A3 8/A3 ----- 5 101 1, 3

103 3'-0" 6'-8" 1 3/4" FW SCWD ST-1 HM-1 STL PT-4 7/A3 8/A3 ----- 4 102 1, 3

104 3'-0" 6'-8" 1 3/4" FW SCWD ST-1 HM-1 STL PT-4 7/A3 8/A3 ----- 3 103 1, 3

105 3'-0" 6'-8" 1 3/4" FW SCWD ST-1 HM-1 STL PT-4 7/A3 8/A3 ----- 3 103 1, 3

106 3'-0" 6'-8" 1 3/4" FW SCWD ST-1 HM-1 STL PT-4 7/A3 8/A3 ----- 4 102 1, 3

107 3'-0" 6'-8" 1 3/4" FW SCWD ST-1 HM-1 STL PT-4 7/A3 8/A3 ----- 4 102 1, 3

108 3'-0" 6'-8" 1 3/4" FW SCWD ST-1 HM-1 STL PT-4 7/A3 8/A3 ----- 3 102 1, 3

110 3'-0" 7'-0" 1 3/4" FW SCWD ST-1 HM-2 STL PT-4 3/A3 4/A3 1/A3 4 113 1, 3

111 3'-0" 7'-0" 1 3/4" FW SCWD ST-1 HM-2 STL PT-4 3/A3 4/A3 1/A3 4 113 1, 3

112 6'-0" 7'-0" 1 3/4" F IN ST PT-5 HM-2 GALV STL PT-5 5/A3 6/A3 2/A4 2 1, 2

114 3'-0" 7'-0" 1 3/4" FW IN ST PT-4 HM-1 GALV STL PT-4 7/A3 8/A3 9/A3 50 1 114 1, 4

ROOM FINISH SCHEDULE

ROOM

No. ROOM NAME

FLOOR BASE WALLS CEILING

REMARKSMAT'L FINISH FINISH

NORTH EAST SOUTH WEST

MAT'L FINISHMAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L FINISH

100 ENTRY VESTIBULE EX CONC VT-1 RB-1 EX GB PT-1 EX GB PT-1 EX GB PT-1 EX GB PT-1 ACT ACT-1 7, 8. 10 101 SECURE VESTIBULE EX CONC VT-1 RB-1 EX GB/GB PT-1 EX GB/GB PT-1 GB PT-1 EX GB/GB PT-1 ACT ACT-1 102 TRAINING EX ACCESS CPT-1 RB-1 GB PT-1 GB PT-1 MRGB PT-1 MRGB/GB PT-1 ACT ACT-1 1, 7, 11

103 MEETING EX ACCESS CPT-1 RB-1 GB PT-1 MRGB PT-1 MRGB PT-1 GB PT-1 ACT ACT-1 1

104 COMM EX ACCESS/EX CONC VT-1 RB-1 EX GB PT-1 EX GB PT-1 EX GB PT-1 EX GB PT-1 ACT ACT-1 1, 4, 5 105 STORAGE EX ACCESS/EX CONC VT-1 RB-1 EX MTL - EX MTL - EX GB PT-1 EX GB PT-1 ACT ACT-1 1, 4, 5 106 OFFICE EX ACCESS CPT-1 RB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-1 ACT ACT-1 1, 7, 10

107 OFFICE EX ACCESS CPT-1 RB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-1 ACT ACT-1 1

108 COMM EX ACCESS VT-1 RB-1 GB PT-1 MRGB PT-1 MRGB PT-1 GB PT-1 ACT ACT-1 1, 5

109 VESTIBULE EX CONC VT-1 RB-1 EX GB PT-1 EX GB PT-1 EX GB PT-1 EX GB PT-1 ACT ACT-1 7

110 OFFICE EX ACCESS CPT-1 RB-1 GB PT-1 GB PT-1 MRGB PT-1 GB PT-1 ACT ACT-1 1

111 OFFICE EX ACCESS CPT-1 RB-1 GB PT-1 GB PT-1 MRGB PT-1 MRGB PT-1 ACT ACT-1 1

112 MECH EX CONC SC - MRGB PT-1 MRGB PT-1 MRGB PT-1 MRGB PT-1 EXP PT-3

113 OPEN OFFICE EX CONC CPT-1 RB-1 GB PT-1 EX GB/GB PT-1 EX GB PT-1 GB PT-1 ACT ACT-1 2

114 VESTIBULE EX CONC CPT-1 RB-1 EX GB PT-2 GB PT-2 GB PT-2 EX GB PT-2 ACT ACT-1

115 CORRIDOR EX CONC EX CPT RB-1 - - - - - - EX GB/GB PT-2 ACT ACT-1 6, 9

FAC/MNS

I A

N P

L O

M M S

F O

R C

L O

O N

S C

O M

M A

N D

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

P E

L O

P E

R A

N S

E N

E E

R S

Q U

A D

R O

N H

U R

R T

D , F

(2 4"

O O

FTEV 16-1013

90005

4 NOV 2016

FLORIDA LICENSE NUMBER 05371

P: 850-438-0050 F: 850-432-8631

SCG project: 2016-109

SCHMIDT

CONSULTING GROUP,INC.

901 W. Garden St. Pensacola, FL 32502

TODD NICHOLSON P.E.

FLORIDA LICENSE NUMBER 56882

E L E

C T

R I C

A L

L E

G E

N D

S.MELTON

J. HAYES

AutoCAD SHX Text

ELECTRICAL LEGEND

AutoCAD SHX Text VARIABLE FREQUENCY DRIVE W/INTEGRAL DISCONNECT. PROVIDED BY DIVISION 23, INSTALLED BY DIVISION 26.

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MNT

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AutoCAD SHX Text C/L

AutoCAD SHX Text

EWC

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FACP

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AFF

AutoCAD SHX Text C

AutoCAD SHX Text DUPLEX RECEPTACLE NEMA 5-20R . MOUNT 18" AFF UNLESS NOTED OTHERWISE. VERIFY DUPLEX MOUNTING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. SUBSCRIPT INDICATES AS FOLLOWS:

AutoCAD SHX Text

G - GROUND FAULT CIRCUIT INTERRUPTER TYPE

AutoCAD SHX Text WP - DIECAST WEATHERPROOF COVERPLATE WITH WEAHTER RESISTENT GFCI DUPLEX RECEPTACLE. IN

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EXTERIOR LOCATIONS MOUNT 30" AFF

AutoCAD SHX Text EWC - CONCEAL RECEPTACLE BEHIND EWC. PROVIDE CIRCUIT WITH GFCI BREAKER. (COORDINATE WITH

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DIVISION 22)

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D - COORDINATE RECEPTACLE LOCATION WITH DATA OUTLET.

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TV - COORDINATE RECEPTACLE LOCATION WITH A/V OUTLET.

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3 - THREE-WAY LIGHTING SWITCH.

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P - PASSIVE INFARED MOTION SENSOR WALL SWITCH EQUAL TO SENSOR SWITCH #WSX

AutoCAD SHX Text

M - MANUAL MOTOR STARTER. MOUNT 80" AFF. PROVIDE PHENOLIC LABEL.

AutoCAD SHX Text SINGLE POLE LIGHTING SWITCH. MOUNT 48" AFF UNLESS NOTED OTHERWISE. SUBSCRIPT INDICATES AS FOLLOWS:

AutoCAD SHX Text DUPLEX RECEPTACLE MOUNTED 42" AFF. OR MOUNT 7" ABOVE COUNTER. VERIFY COUNTER HEIGHT PRIOR TO ROUGH-IN. ORIENT WITH LONG AXIS HORIZONTAL ABOVE COUNTERS.

AutoCAD SHX Text

QUADRAPLEX RECEPTACLE (TWO NEMA 5-15R) MOUNTED 18" AFF. UNLESS NOTED OTHERWISE.

AutoCAD SHX Text LIGHT FIXTURE IDENTIFICATION TAG. SEE LIGHT FIXTURE SCHEDULE FOR SYMBOLS & DETAILS.

AutoCAD SHX Text MECHANICAL EQUIPMENT IDENTIFICATION TAG. SEE MECHANICAL EQUIPMENT ELECTRICAL SCHEDULE.

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DEMOLITION SHEET NOTE TAG.

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MOUNTING HEIGHT AFF

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JUNCTION BOX.

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CENTERLINE

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WEATHERPROOF.

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FIRE ALARM CONTROL PANEL.

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ELECTRIC WATER COOLER

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CONDUIT.

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ABOVE FINISHED FLOOR.

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PANELBOARD. MOUNT AS INDICATED. SEE PANELBOARD SCHEDULES.

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NON-FUSED HEAVY DUTY SAFETY SWITCH. SIZE FOR LOAD BEING SERVED.

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MOTOR FURNISHED BY OTHERS.

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CIRCUIT RUN CONCEALED IN OR BELOW FLOOR SLAB OR UNDERGROUND.

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CIRCUIT RUN CONCEALED ABOVE CEILING OR IN WALL.

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GENERAL ELECTRICAL DEVICES:

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DISTRIBUTION & POWER EQUIPMENT:

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MISCELLANEOUS EQUIPMENT:

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LIGHTING CONTROL EQUIPMENT:

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OTHER:

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LEADER.

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SENSORSWITCH #PP20 POWER PACK OR EQUAL.

AutoCAD SHX Text UNLESS INDICATED OTHERWISE PROVIDE GROUNDING BUSBAR (HARGER GBI SERIES) WITH #6AWG IN CONDUIT FROM BUSBAR TO MAIN ELECTRICAL GROUND AT MAIN PANEL. MOUNT BUSBAR 12" AFF.

AutoCAD SHX Text HOMERUN TO PANELBOARD ANY CIRCUIT WITHOUT FURTHER DESIGNATION 2#12, 1#12 GRD, 1/2"C. 3#12, 1#12 GRD, 1/2"C, ETC., PER NEC.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.