Drawings_Part_14_2018_06-01.pdf

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13083

INRC OFFICE BUILDING

PHASE 3

USDA FOREST SERVICE

RJH

BMM

ACB

Notes:

Receptacle 137880 VA 53.63% 73940 VA Total Est. Demand: 682 A

Power 123813 VA 100.00% 123813 VA Total Conn.: 841 A

Other 567 VA 100.00% 567 VA Total Est. Demand: 245588 VA

Motor 20017 VA 106.52% 21323 VA Total Conn. Load: 303033 VA

Lighting 20756 VA 125.00% 25945 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 860 A 833 A 820 A

Total Load: 102976 VA 99801 VA 98453 VA

41 0 VA 0 VA 42

39 0 VA 0 VA 40

SPARE -- 200 A 3

0 VA 0 VA

3 30 A -- SPD

35 43020... 0 VA 1 20 A -- SPARE 36

33 46480... 0 VA 1 20 A -- SPARE 34

PNL MDR

Other; Power;

Receptacle 400 A 3

49080... 0 VA 1 20 A -- SPARE 32

29 0 VA 0 VA 1 20 A -- SPARE 30

27 0 VA 0 VA 1 20 A -- SPARE 28

FUTURE ELEVATOR -- 100 A 3

0 VA 0 VA 1 20 A -- SPARE 26

23 6495 VA 0 VA 1 20 A -- SPARE 24

21 7926 VA 0 VA 1 20 A -- SPARE 22

PNL L1

Lighting; Other;

Receptacle 200 A 3

5278 VA 0 VA 1 20 A -- SPARE 20

17 1080 VA 0 VA 1 20 A -- SPARE 18

15 1080 VA 0 VA 1 20 A -- SPARE 16

PNL C1 Power; Receptacle 200 A 3

1580 VA 0 VA 1 20 A -- SPARE 14

11 47858... 0 VA 12

9 44315... 0 VA 10

PNL M1

Power; Motor;

Receptacle 200 A 3

47037... 0 VA

3 200 A -- SPARE

5 0 VA 0 VA 6

3 0 VA 0 VA 4

POWER LOGIC METER -- 30 A 3

0 VA 0 VA

3 200 A -- SPARE

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 1000 A

Supply From: SWITCHGEAR (PHASE 1) Phases: 3 Mains Type: MLO

Location: MECHANICAL ROOM 003 Volts: 120/208 Wye A.I.C. Rating: 15,848 A

Branch Panel: MDP

Notes:

Total Est. Demand: 74 A

Total Conn.: 60 A

Receptacle 180 VA 100.00% 180 VA Total Est. Demand: 26692 VA

Other 567 VA 100.00% 567 VA Total Conn. Load: 21503 VA

Lighting 20756 VA 125.00% 25945 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 51 A 68 A 55 A

Total Load: 6096 VA 8143 VA 6580 VA

41 LTG Lighting; Other 20 A 1 909 VA 0 VA 1 20 A -- SPARE 42

39 LTG - L2 CENTER OFFICES Lighting 20 A 1 1079 VA 0 VA 1 20 A -- SPARE 40

37 LTG - L2 WAITING/CORR Lighting 20 A 1 334 VA 0 VA 1 20 A -- SPARE 38

35 LTG - L2 HALLS Lighting; Other 20 A 1 1293 VA 0 VA 1 20 A -- SPARE 36

33 LTG - L2 SOUTH Lighting; Other 20 A 1 1216 VA 0 VA 1 20 A -- SPARE 34

31 LTG - L2 EAST Lighting; Other 20 A 1 1253 VA 0 VA 1 20 A -- SPARE 32

29 LTG - L2 NORTH Lighting 20 A 1 1160 VA 0 VA 1 20 A -- SPARE 30

27 LTG - L2 WEST Lighting 20 A 1 1320 VA 0 VA 1 20 A -- SPARE 28

25 LTG - STAIR 2 Other 20 A 1 34 VA 0 VA 1 20 A -- SPARE 26

23 LTG - L1 CENTER OFFICES Lighting 20 A 1 840 VA 0 VA 1 20 A -- SPARE 24

21 LTG - L1 NORTHWEST Lighting 20 A 1 1245 VA 0 VA 1 20 A -- SPARE 22

19 LTG - L1 SOUTHEAST Lighting 20 A 1 758 VA 0 VA 1 20 A -- SPARE 20

17 LTG - L1 SOUTH Lighting; Other 20 A 1 1223 VA 0 VA 1 20 A -- SPARE 18

15 LTG - L1 SOUTHWEST Lighting 20 A 1 978 VA 0 VA 1 20 A -- SPARE 16

13 LTG - L1 HALLS Lighting 20 A 1 1461 VA 0 VA 1 20 A -- SPARE 14

11 LTG - CONF/RR/STG/JAN Lighting; Other 20 A 1 533 VA 0 VA 1 20 A -- SPARE 12

9 LTG - L1 ENT/LOB/RECEP Lighting 20 A 1 1198 VA 0 VA 1 20 A -- SPARE 10

7 LTG - L1 MEETING RM Lighting 20 A 1 1276 VA 0 VA 1 20 A -- SPARE 8

5 LTG - EXTERIOR Lighting 20 A 1 489 VA 133 VA 1 20 A Lighting PAVILION 6

3 LTG - LOWER LEVEL Lighting 20 A 1 953 VA 154 VA 1 20 A Lighting LTG-FRONT PARKING LOT 4

1 RCPT GFI - ELEV LTG Lighting; Receptacle 20 A 1 244 VA 736 VA 1 20 A Lighting LTG-WEST PARKING LOT 2

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 200 A

Supply From: MDP Phases: 3 Mains Type: MLO

Location: ELEC. CLOS. 110 Volts: 120/208 Wye A.I.C. Rating: 10,181 A

Branch Panel: L1

Notes:

Total Est. Demand: 10 A

Total Conn.: 10 A

Total Est. Demand: 3740 VA

Receptacle 3240 VA 100.00% 3240 VA Total Conn. Load: 3740 VA

Power 500 VA 100.00% 500 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 13 A 9 A 9 A

Total Load: 1580 VA 1080 VA 1080 VA

41 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 42

39 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 40

37 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 38

35 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 36

33 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 34

31 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 32

29 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 30

27 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 28

25 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 26

23 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 24

21 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 22

19 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 20

17 RCPT - SERVER RACK 6 Receptacle 20 A 1 180 VA 0 VA 1 20 A -- SPARE 18

15 RCPT - SERVER RACK 5 Receptacle 20 A 1 180 VA 0 VA 1 20 A -- SPARE 16

13 RCPT - SERVER RACK 4 Receptacle 20 A 1 180 VA 0 VA 1 20 A -- SPARE 14

11 RCPT - SERVER RACK 3 Receptacle 20 A 1 180 VA 0 VA 1 20 A -- SPARE 12

9 RCPT - SERVER RACK 2 Receptacle 20 A 1 180 VA 0 VA 1 20 A -- SPARE 10

7 RCPT - SERVER RACK 1 Receptacle 20 A 1 180 VA 0 VA 1 20 A -- SPARE 8

5 RCPT - TEL/COMM 3 Receptacle 20 A 1 720 VA 0 VA 1 20 A -- SPARE 6

3 RCPT - TEL/COMM 2 Receptacle 20 A 1 720 VA 0 VA 1 20 A -- SPARE 4

1 RCPT - TEL/COMM 1 Power; Receptacle 20 A 1 1220 VA 0 VA 1 20 A -- SPARE 2

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: MDP Phases: 3 Mains Type: MLO

Location: TEL/COMM 002 Volts: 120/208 Wye A.I.C. Rating: 12,193 A

Branch Panel: C1

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INRC OFFICE BUILDING

PHASE 3

USDA FOREST SERVICE

RJH

BMM

ACB

Notes:

Total Est. Demand: 390 A

Total Conn.: 386 A

Receptacle 180 VA 100.00% 180 VA Total Est. Demand: 140516 VA

Power 119013 VA 100.00% 119013 VA Total Conn. Load: 139210 VA

Motor 20017 VA 106.52% 21323 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 395 A 369 A 402 A

Total Load: 47037 VA 44315 VA 47858 VA

83 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 84

81 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 82

79 2000 VA 0 VA 1 20 A -- SPARE 80

EH-302 Power 25 A 2

2000 VA 0 VA 1 20 A -- SPARE 78

75 3651 VA 0 VA 1 20 A -- SPARE 76

73 3651 VA 0 VA 1 20 A -- SPARE 74

HP-1 (3) Power 40 A 3

3651 VA 0 VA 1 20 A -- SPARE 72

69 4131 VA 0 VA 1 20 A -- SPARE 70

67 4131 VA 0 VA 1 20 A -- SPARE 68

HP-1 (2) Power 50 A 3

4131 VA 0 VA 1 20 A -- SPARE 66

63 5947 VA 0 VA 1 20 A -- SPARE 64

61 5947 VA 0 VA 1 20 A -- SPARE 62

HP-1 (1) Power 70 A 3

5947 VA 0 VA 1 20 A -- SPARE 60

57 UH-1 Power 20 A 1 1176 VA 0 VA 1 20 A -- SPARE 58

55 EH-106 Power 20 A 1 1500 VA 0 VA 1 20 A -- SPARE 56

53 EH-139 Power 20 A 1 1500 VA 0 VA 1 20 A -- SPARE 54

51 EH-128 Power 20 A 1 1500 VA 0 VA 1 20 A -- SPARE 52

49 EH-126 Power 20 A 1 1500 VA 0 VA 1 20 A -- SPARE 50

47 EH-101 Power 20 A 1 1500 VA 0 VA 1 20 A -- SPARE 48

45 354 VA 0 VA 1 20 A -- SPARE 46

FC-143 Motor 15 A 2

354 VA 0 VA 1 20 A -- SPARE 44

41 385 VA 0 VA 1 20 A -- SPARE 42

FC-137 & 139 Motor 15 A 2

385 VA 0 VA 1 20 A -- SPARE 40

37 291 VA 0 VA 1 20 A -- SPARE 38

FC-136 Motor 15 A 2

291 VA 600 VA 1 20 A Power FSD LEVEL 1 & BSMT 36

33 416 VA 500 VA 1 20 A Power FSD LEVEL 2 & ATTIC 34

FC-127 & 131 Motor 15 A 2

416 VA 500 VA 1 20 A Motor EF-1 32

29 187 VA 1120 VA 1 20 A Power LAVATORY FAUCET 30

FC-123 Motor 15 A 2

187 VA 6000 VA 28

25 156 VA 6000 VA 26

FC-122b Motor 15 A 2

156 VA 6000 VA

3 70 A Power DWH-1

21 291 VA 125 VA 22

FC-122a Motor 15 A 2

291 VA 125 VA

2 15 A Power BS-1 THROUGH BS-12

17 250 VA 4131 VA 18

FC-114 & 117 Motor 15 A 2

250 VA 4131 VA 16

13 936 VA 4131 VA

3 50 A Power HP-2 (3)

FC-105b Motor 15 A 2

936 VA 4131 VA 12

9 936 VA 4131 VA 10

FC-105a Motor 15 A 2

936 VA 4131 VA

3 50 A Power HP-2 (2)

5 333 VA 4131 VA 6

FC-103 &104 Motor 15 A 2

333 VA 4131 VA 4

1 RCPT GFI - ELEV SUMP PUMP Receptacle 20 A 1 180 VA 4131 VA

3 50 A Power HP-2 (1)

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

PROVIDE FEED THRU LUGS.

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 600 A

Supply From: MDP Phases: 3 Mains Type: MLO

Location: MECHANICAL ROOM 003 Volts: 120/208 Wye A.I.C. Rating: 15,195 A

Branch Panel: M1

Notes:

Total Est. Demand: 53 A

Total Conn.: 50 A

Total Est. Demand: 19252 VA

Power 7498 VA 100.00% 7498 VA Total Conn. Load: 17946 VA

Motor 10448 VA 112.50% 11754 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 48 A 48 A 54 A

Total Load: 5729 VA 5739 VA 6477 VA

71 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 72

69 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 70

67 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 68

65 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 66

63 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 64

61 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 62

59 LAVATORY FAUCET Power 20 A 1 800 VA 0 VA 1 20 A -- SPARE 60

57 3483 VA 0 VA 1 20 A -- SPARE 58

55 3483 VA 0 VA 1 20 A -- SPARE 56

ERV-1 Motor 45 A 3

3483 VA 0 VA 1 20 A -- SPARE 54

51 146 VA 0 VA 1 20 A -- SPARE 52

BS-13 THROUGH BS26 Power 15 A 2

146 VA 0 VA 1 20 A -- SPARE 50

47 354 VA 0 VA 1 20 A -- SPARE 48

FC-237 Power 15 A 2

354 VA 0 VA 1 20 A -- SPARE 46

43 302 VA 0 VA 1 20 A -- SPARE 44

FC-234 Power 15 A 2

302 VA 0 VA 1 20 A -- SPARE 42

39 83 VA 0 VA 1 20 A -- SPARE 40

FC-232 Power 15 A 2

83 VA 0 VA 1 20 A -- SPARE 38

35 291 VA 0 VA 1 20 A -- SPARE 36

FC-231 Power 15 A 2

291 VA 0 VA 1 20 A -- SPARE 34

31 354 VA 0 VA 1 20 A -- SPARE 32

FC-230 Power 15 A 2

354 VA 0 VA 1 20 A -- SPARE 30

27 354 VA 0 VA 1 20 A -- SPARE 28

FC-228 Power 15 A 2

354 VA 0 VA 1 20 A -- SPARE 26

23 166 VA 0 VA 1 20 A -- SPARE 24

FC-226 Power 15 A 2

166 VA 0 VA 1 20 A -- SPARE 22

19 146 VA 0 VA 1 20 A -- SPARE 20

FC-224, & 225 Power 15 A 2

146 VA 0 VA 1 20 A -- SPARE 18

15 156 VA 0 VA 1 20 A -- SPARE 16

FC-216 Power 15 A 2

156 VA 0 VA 1 20 A -- SPARE 14

11 291 VA 0 VA 12

FC-214 Power 15 A 2

291 VA 0 VA

2 15 A -- SPARE

7 291 VA 0 VA 8

FC-205 Power 15 A 2

291 VA 0 VA

2 15 A -- SPARE

3 416 VA 0 VA 4

FC-201, 202, & 204 Power 15 A 2

416 VA 0 VA

2 15 A -- SPARE

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 600 A

Supply From: M1 Phases: 3 Mains Type: MLO

Location: MECHANICAL ROOM 003 Volts: 120/208 Wye A.I.C. Rating: 15,195 A

Branch Panel: M2

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13083

INRC OFFICE BUILDING

PHASE 3

USDA FOREST SERVICE

RJH

BMM

ACB

Notes:

Total Est. Demand: 212 A

Total Conn.: 385 A

Receptacle 134280 VA 53.72% 72140 VA Total Est. Demand: 76440 VA

Power 4300 VA 100.00% 4300 VA Total Conn. Load: 138580 VA

Other 0 VA 0.00% 0 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 413 A 392 A 359 A

Total Load: 49080 VA 46480 VA 43020 VA

41 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 42

39 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 40

37 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 38

35 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 36

33 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 34

31 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 32

29 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 30

27 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 28

25 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 26

23 SPACE -- -- -- 0 VA 0 VA 24

21 SPACE -- -- -- 0 VA 0 VA 22

19 SPACE -- -- -- 0 VA 0 VA

3 200 A -- SPARE

17 0 VA 0 VA 18

15 0 VA 0 VA 16

SPARE -- 200 A 3

0 VA 0 VA

3 200 A -- SPARE

11 9620 VA 9927 VA 12

9 10340... 10347... 10

PNL R1B Receptacle 200 A 3

10700... 13287...

3 200 A Power; Receptacle PNL R2B

5 12773... 10700... 6

3 14733... 11060... 4

PNL R1A

Other; Power;

Receptacle 200 A 3

14573... 10520...

3 200 A Receptacle PNL R2A

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 600 A

Supply From: MDP Phases: 3 Mains Type: MLO

Location: MECHANICAL ROOM 003 Volts: 120/208 Wye A.I.C. Rating: 9,405

Branch Panel: MDR

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13083

INRC OFFICE BUILDING

PHASE 3

USDA FOREST SERVICE

RJH

BMM

ACB

Notes:

Total Est. Demand: 77 A

Total Conn.: 117 A

Receptacle 38780 VA 62.89% 24390 VA Total Est. Demand: 27690 VA

Power 3300 VA 100.00% 3300 VA Total Conn. Load: 42080 VA

Other 0 VA 0.00% 0 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 124 A 125 A 106 A

Total Load: 14573 VA 14733 VA 12773 VA

83 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 84

81 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 82

79 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 80

77 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 78

75 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 76

73 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 74

71 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 72

69 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 70

67 CCTV MONITOR Receptacle 20 A 1 180 VA 0 VA 1 20 A -- SPARE 68

65 CCTV MONITOR Receptacle 20 A 1 180 VA 0 VA 1 20 A -- SPARE 66

63 RCPT - BLM OFFICE 120 Receptacle 20 A 1 1080 VA 0 VA 1 20 A -- SPARE 64

61 RCPT - BLM OFFICE 119 Receptacle 20 A 1 1080 VA 0 VA 1 20 A -- SPARE 62

59 RCPT - BLM OFFICE 118 Receptacle 20 A 1 1080 VA 500 VA 1 20 A Power ELEVATOR CAR LIGHTS 60

57 RCPT - BLM OFFICE 117-1 Receptacle 20 A 1 1080 VA 500 VA 1 20 A Power ELEVATOR CONTROLS 58

55 RCPT - BLM OFFICE 116 Receptacle 20 A 1 1080 VA 0 VA 1 20 A Other INTRUSION PANEL 56

53 RCPT - BLM OFFICE 115 Receptacle 20 A 1 1080 VA 0 VA 1 20 A Other SECURITY PANEL 54

51 RCPT - CONF 114-2 Receptacle 20 A 1 720 VA 0 VA 1 20 A Other FACP 52

49 RCPT - CONF 114-1 Receptacle 20 A 1 860 VA 700 VA 1 20 A Power CARD READERS - INTERIOR 50

47 RCPT GFI - RSTRM 108/109 Receptacle 20 A 1 360 VA 600 VA 1 20 A Power CARD READERS - EXTERIOR 48

45 RCPT GFI - WATER FOUNTAIN Receptacle 20 A 1 500 VA 1080 VA 1 20 A Receptacle RCPT - LAW OFFICE 135 46

43 RCPT GFI - STR/VEST/EXT Receptacle 20 A 1 720 VA 1080 VA 1 20 A Receptacle RCPT - LAW OFFICE 134 44

41 PHONE BOOTH PWR/LTG 106 Power 20 A 1 500 VA 1080 VA 1 20 A Receptacle RCPT - LAW OFFICE 133 42

39 RCPT GFI - MTG 105-5 Receptacle 20 A 1 540 VA 1080 VA 1 20 A Receptacle RCPT - LAW OFFICE 132 40

37 RCPT GFI - MTG 105-4 Receptacle 20 A 1 540 VA 720 VA 1 20 A Receptacle RCPT - LAW ENF 131 38

35 RCPT - MTG 105-3 Receptacle 20 A 1 900 VA 360 VA 1 20 A Receptacle RCPT - EVIDENCE 130 36

33 RCPT - MTG 105-2 Receptacle 20 A 1 900 VA 900 VA 1 20 A Receptacle RCPT - VEST 128/EXT 34

31 RCPT GFI - MTG 105-1/EXT Receptacle 20 A 1 720 VA 720 VA 1 20 A Receptacle RCPT - CORR 113-4 32

29 RCPT - MTG 105 FLR 4 Receptacle 20 A 1 1000 VA 720 VA 1 20 A Receptacle RCPT - CORR 113-3 30

27 RCPT - MTG 105 FLR 3 Receptacle 20 A 1 1000 VA 720 VA 1 20 A Receptacle RCPT - CORR 113-2 28

25 RCPT - MTG 105 FLR 2 Receptacle 20 A 1 1000 VA 900 VA 1 20 A Receptacle RCPT - CORR 113-1 26

23 RCPT - MTG 105 FLR 1 Receptacle 20 A 1 1000 VA 180 VA 1 20 A Receptacle RCPT - ELEC CLOSET 110 24

21 RCPT - MTG RM 105 PROJECTOR Receptacle 20 A 1 180 VA 533 VA 22

19 RCPT - MTG RM 105 PROJECTOR Receptacle 20 A 1 180 VA 533 VA 20

17 RCPT - CONF 104-2 Receptacle 20 A 1 540 VA 533 VA

3 20 A Receptacle RCPT - CIO OFFICE 127

15 RCPT - CONF 104-1 Receptacle 20 A 1 860 VA 1080 VA 1 20 A Receptacle RCPT - FMO OFFICE 124 16

13 RCPT - MAIL 103A-1 Receptacle 20 A 1 540 VA 180 VA 1 20 A Receptacle RCPT GFI - WATER FOUNTAIN 14

11 RCPT - MAIL 103A-2 Receptacle 20 A 1 720 VA 180 VA 1 20 A Receptacle RCPT GFI - CUST/FOYER 12

9 RCPT - RECEPTION 103-4 Receptacle 20 A 1 720 VA 180 VA 1 20 A Receptacle BSMT BAS PANEL 10

7 RCPT - RECEPTION 103-3 Receptacle 20 A 1 720 VA 860 VA 1 20 A Power; Receptacle RCPT - MECH RM 003 8

5 RCPT - RECEPTION 103-2 Receptacle 20 A 1 540 VA 720 VA 1 20 A Receptacle RCPT - MECH RM 003 6

3 RCPT - RECEPTION 103-1 Receptacle 20 A 1 360 VA 720 VA 1 20 A Receptacle RCPT - BUILDING STORAGE 4

1 RCPT - ENTRY/LOBBY Receptacle 20 A 1 900 VA 360 VA 1 20 A Receptacle RCPT - PRIVACY RM 121 2

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 200 A

Supply From: MDR Phases: 3 Mains Type: MLO

Location: ELEC. CLOS. 110 Volts: 120/208 Wye A.I.C. Rating: 7,470 A

Branch Panel: R1A

Notes:

Total Est. Demand: 56 A

Total Conn.: 85 A

Total Est. Demand: 20330 VA

Total Conn. Load: 30660 VA

Receptacle 30660 VA 66.31% 20330 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 90 A 87 A 80 A

Total Load: 10700 VA 10340 VA 9620 VA

83 533 VA 0 VA 1 20 A -- SPARE 84

81 533 VA 0 VA 1 20 A -- SPARE 82

RCPT - FMO OPEN OFFICE 123 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 80

77 533 VA 0 VA 1 20 A -- SPARE 78

75 533 VA 0 VA 1 20 A -- SPARE 76

RCPT - FMO OPEN OFFICE 123 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 74

71 533 VA 0 VA 1 20 A -- SPARE 72

69 533 VA 0 VA 1 20 A -- SPARE 70

RCPT - BLM OPEN OFFICE 123 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 68

65 533 VA 0 VA 1 20 A -- SPARE 66

63 533 VA 0 VA 1 20 A -- SPARE 64

RCPT - BLM OPEN OFFICE 123 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 62

59 533 VA 0 VA 60

57 533 VA 0 VA 58

RCPT - BLM OPEN OFFICE 122 Receptacle 20 A 3

533 VA 0 VA

3 20 A -- SPARE

53 533 VA 0 VA 54

51 533 VA 0 VA 52

RCPT - BLM OPEN OFFICE 122 Receptacle 20 A 3

533 VA 0 VA

3 20 A -- SPARE

47 533 VA 0 VA 48

45 533 VA 0 VA 46

RCPT - BLM OPEN OFFICE 122 Receptacle 20 A 3

533 VA 0 VA

3 20 A -- SPARE

41 533 VA 533 VA 42

39 533 VA 533 VA 40

RCPT - BLM OPEN OFFICE 122 Receptacle 20 A 3

533 VA 533 VA

3 20 A Receptacle RCPT - FHP OPEN OFFICE 143

35 SPARE -- 20 A 1 0 VA 533 VA 36

33 SPARE -- 20 A 1 0 VA 533 VA 34

31 RCPT - FHP OFFICE 144 Receptacle 20 A 1 1080 VA 533 VA

3 20 A Receptacle RCPT - FHP OPEN OFFICE 143

29 RCPT - OPEN OFFICE 143-1 Receptacle 20 A 1 540 VA 533 VA 30

27 RCPT - FHP/BLM STG 142 Receptacle 20 A 1 720 VA 533 VA 28

25 RCPT GFI - RSTRM 140/141 Receptacle 20 A 1 360 VA 533 VA

3 20 A Receptacle RCPT - FHP OPEN OFFICE 143

23 RCPT - BKRM 139-3 Receptacle 20 A 1 540 VA 533 VA 24

21 RCPT GFI - BKRM 139-2 Receptacle 20 A 1 360 VA 533 VA 22

19 RCPT GFI - BKRM 139 DWASH Receptacle 20 A 1 180 VA 533 VA

3 20 A Receptacle RCPT - FHP OPEN OFFICE 143

17 RCPT GFI - BKRM 139 FRIG Receptacle 20 A 1 180 VA 533 VA 18

15 RCPT - BKRM 139-1 Receptacle 20 A 1 540 VA 533 VA 16

13 RCPT - CONF 138 Receptacle 20 A 1 720 VA 533 VA

3 20 A Receptacle RCPT - BLM OPEN OFFICE 136

11 RCPT - PRINTER 137 Receptacle 15 A 1 180 VA 533 VA 12

9 RCPT - PRINTER 137 Receptacle 15 A 1 180 VA 533 VA 10

7 RCPT - PRINTER 137 Receptacle 15 A 1 180 VA 533 VA

3 20 A Receptacle RCPT - BLM OPEN OFFICE 136

5 RCPT - PRINTER 137 Receptacle 15 A 1 180 VA 533 VA 6

3 RCPT - PRINT ROOM 137 Receptacle 20 A 1 540 VA 533 VA 4

1 RCPT - PRINT ROOM 137 Receptacle 20 A 1 180 VA 533 VA

3 20 A Receptacle RCPT - BLM OPEN OFFICE 136

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 200 A

Supply From: MDR Phases: 3 Mains Type: MLO

Location: ELEC. CLOS. 110 Volts: 120/208 Wye A.I.C. Rating: 7,470 A

Branch Panel: R1B

R

O

FE

SS IONAL ENG INEE

RL

I C E N S ED

S T

A

T E O F I D

A H

O

A R

I AN

C . B LOOMF

I E L

D

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

/1

/2

:3 :1

P

M

E9.13

06.01.18C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

SCHEDULES

13083

INRC OFFICE BUILDING

PHASE 3

USDA FOREST SERVICE

RJH

BMM

ACB

Notes:

Total Est. Demand: 59 A

Total Conn.: 90 A

Total Est. Demand: 21140 VA

Total Conn. Load: 32280 VA

Receptacle 32280 VA 65.49% 21140 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 88 A 92 A 89 A

Total Load: 10520 VA 11060 VA 10700 VA

83 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 84

81 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 82

79 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 80

77 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 78

75 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 76

73 533 VA 0 VA 1 20 A -- SPARE 74

71 533 VA 0 VA 1 20 A -- SPARE 72

RCPT - TEC OPEN OFFICE 228 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 70

67 533 VA 0 VA 1 20 A -- SPARE 68

65 533 VA 0 VA 1 20 A -- SPARE 66

RCPT - TEC OPEN OFFICE 228 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 64

61 533 VA 0 VA 1 20 A -- SPARE 62

59 533 VA 0 VA 60

RCPT - TEC OPEN OFFICE 228 Receptacle 20 A 3

533 VA 0 VA 58

55 533 VA 0 VA

3 20 A -- SPARE

53 533 VA 0 VA 54

RCPT - TEC OPEN OFFICE 228 Receptacle 20 A 3

533 VA 0 VA 52

49 533 VA 0 VA

3 20 A -- SPARE

47 533 VA 0 VA 48

RCPT - HRM OPEN OFFICE 226 Receptacle 20 A 3

533 VA 0 VA 46

43 533 VA 0 VA

3 20 A -- SPARE

41 533 VA 0 VA 42

RCPT - HRM OPEN OFFICE 226 Receptacle 20 A 3

533 VA 0 VA 40

37 533 VA 0 VA

3 20 A -- SPARE

35 533 VA 533 VA 36

RCPT - FWS OPEN OFFICE 205 Receptacle 20 A 3

533 VA 533 VA 34

31 533 VA 533 VA

3 20 A Receptacle RCPT - VEG OPEN OFFICE 231

29 533 VA 533 VA 30

RCPT - FWS OPEN OFFICE 205 Receptacle 20 A 3

533 VA 533 VA 28

25 533 VA 533 VA

3 20 A Receptacle RCPT - VEG OPEN OFFICE 231

23 533 VA 533 VA 24

RCPT - FWS OPEN OFFICE 205 Receptacle 20 A 3

533 VA 533 VA 22

19 CCTV MONITOR Receptacle 20 A 1 180 VA 533 VA

3 20 A Receptacle RCPT - VEG OPEN OFFICE 231

17 RCPT - WAIT/FILING 213/216 Receptacle 20 A 1 1080 VA 533 VA 18

15 RCPT - SUP OFFICE 214 Receptacle 20 A 1 1260 VA 533 VA 16

13 RCPT - DEP SUP OFFICE 212 Receptacle 20 A 1 1080 VA 533 VA

3 20 A Receptacle RCPT - AQM OPEN OFFICE 230

11 RCPT - FWS SUP OFFICE 211 Receptacle 20 A 1 1080 VA 533 VA 12

9 RCPT - FWS OFFICE 206 Receptacle 20 A 1 1080 VA 533 VA 10

7 RCPT - FWS OFFICE 204-2 Receptacle 20 A 1 720 VA 533 VA

3 20 A Receptacle RCPT - AQM OPEN OFFICE 230

5 RCPT - FWS OFFICE 204-1 Receptacle 20 A 1 540 VA 533 VA 6

3 RCPT - FWS OFFICE 203-2 Receptacle 20 A 1 720 VA 533 VA 4

1 RCPT - FWS OFFICE 203-1 Receptacle 20 A 1 540 VA 533 VA

3 20 A Receptacle RCPT - AQM OPEN OFFICE 230

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 200 A

Supply From: MDR Phases: 3 Mains Type: MLO

Location: STORAGE 207 Volts: 120/208 Wye A.I.C. Rating: 7,655 A

Branch Panel: R2A

Notes:

Total Est. Demand: 62 A

Total Conn.: 93 A

Total Est. Demand: 22280 VA

Receptacle 32560 VA 65.36% 21280 VA Total Conn. Load: 33560 VA

Power 1000 VA 100.00% 1000 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 111 A 87 A 83 A

Total Load: 13287 VA 10347 VA 9927 VA

83 SPARE -- 20 A 1 0 VA 0 VA 84

81 0 VA 0 VA 82

79 0 VA 0 VA

3 20 A -- SPARE

SPARE -- 20 A 3

0 VA 0 VA 1 20 A -- SPARE 78

75 0 VA 0 VA 1 20 A -- SPARE 76

73 0 VA 0 VA 1 20 A -- SPARE 74

SPARE -- 20 A 3

0 VA 0 VA 1 20 A -- SPARE 72

69 533 VA 0 VA 1 20 A -- SPARE 70

67 533 VA 0 VA 1 20 A -- SPARE 68

RCPT - NEP OPEN OFFICE 202 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 66

63 533 VA 0 VA 1 20 A -- SPARE 64

61 533 VA 0 VA 1 20 A -- SPARE 62

RCPT - NEP OPEN OFFICE 202 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 60

57 533 VA 0 VA 1 20 A -- SPARE 58

55 533 VA 0 VA 1 20 A -- SPARE 56

RCPT - ECO OPEN OFFICE 237 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 54

51 533 VA 0 VA 1 20 A -- SPARE 52

49 533 VA 0 VA 1 20 A -- SPARE 50

RCPT - ECO OPEN OFFICE 237 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 48

45 533 VA 0 VA 1 20 A -- SPARE 46

43 533 VA 0 VA 1 20 A -- SPARE 44

RCPT - ECO OPEN OFFICE 237 Receptacle 20 A 3

533 VA 0 VA 1 20 A -- SPARE 42

39 RCPT - HRM OFFICE 218 Receptacle 20 A 1 1080 VA 0 VA 1 20 A -- SPARE 40

37 RCPT - PUBLIC AFFAIRS 217 Receptacle 20 A 1 1080 VA 0 VA 1 20 A -- SPARE 38

35 RCPT - FWS OFFICE 216 Receptacle 20 A 1 1080 VA 500 VA 1 20 A Power PHONE BOOTH PWR/LTG 230 36

33 RCPT - SECURITY COMPUTER 220 Receptacle 20 A 1 180 VA 180 VA 1 20 A Receptacle RCPT - AQM OPEN OFFICE 230 34

31 RCPT - SECURITY OFFICE 220 Power; Receptacle 20 A 1 1580 VA 500 VA 1 20 A Receptacle RCPT GFI - WATER FOUNTAIN 32

29 RCPT - ECO OFFICE 221 Receptacle 20 A 1 1080 VA 180 VA 1 20 A Receptacle ATTIC BAS PANEL 30

27 RCPT - VEG OFFICE 222 Receptacle 20 A 1 1080 VA 360 VA 1 20 A Receptacle RCPT - ATTIC MAINTENANCE 28

25 RCPT - NIZ OFFICE 219 Receptacle 20 A 1 1080 VA 720 VA 1 20 A Receptacle RCPT - ATTIC MAINTENANCE 26

23 RCPT - TEC OFFICE 223 Receptacle 20 A 1 1080 VA 720 VA 1 20 A Receptacle RCPT - CONF 233 24

21 RCPT - CORR 210C-1 Receptacle 20 A 1 720 VA 180 VA 1 15 A Receptacle RCPT - PRINTER 232 22

19 RCPT - CORR 210C-2 Receptacle 20 A 1 720 VA 180 VA 1 15 A Receptacle RCPT - PRINTER 232 20

17 RCPT - STORAGE 207 Receptacle 20 A 1 180 VA 180 VA 1 15 A Receptacle RCPT - PRINTER 232 18

15 RCPT - CORR 210A-2 Receptacle 20 A 1 720 VA 180 VA 1 15 A Receptacle RCPT - PRINTER 232 16

13 RCPT - CORR 210A-1 Receptacle 20 A 1 900 VA 540 VA 1 20 A Receptacle RCPT - PRINT RM 232-2 14

11 RCPT - CONF 224-1 Receptacle 20 A 1 860 VA 180 VA 1 20 A Receptacle RCPT - PRINT RM 232-1 12

9 RCPT - CONF 224-2 Receptacle 20 A 1 720 VA 360 VA 1 20 A Receptacle RCPT GFI - RSTRM 235/236 10

7 RCPT - CONF 225-2 Receptacle 20 A 1 540 VA 720 VA 1 20 A Receptacle RCPT - BKRM 234-2 8

5 RCPT - CONF 225-1 Receptacle 20 A 1 860 VA 360 VA 1 20 A Receptacle RCPT GFI - BKRM 234-1 6

3 RCPT - CONF 201-2 Receptacle 20 A 1 720 VA 1200 VA 1 20 A Receptacle RCPT GFI - BKRM 234 DWASH 4

1 RCPT - CONF 201-1 Receptacle 20 A 1 860 VA 1200 VA 1 20 A Receptacle RCPT GFI - BKRM 234 FRIG 2

CKT Circuit Description Load

Classification Trip Poles A B C Poles Trip Load

Classification Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 200 A

Supply From: MDR Phases: 3 Mains Type: MLO

Location: STORAGE 207 Volts: 120/208 Wye A.I.C. Rating: 7,655 A

Branch Panel: R2B

& SUPPORTS NOTES

VALVES, HANGERS

GATE VALVES:

1. UP TO AND INCLUDING 2 INCHES (50MM): BRONZE BODY, BRONZE

TRIM, RISING STEM, HANDWHEEL, INSIDE SCREW, SINGLE WEDGE

OR DISC, TREADED ENDS.

2. OVER 2 INCHES (50MM): IRON BODY, BRONZE TRIM, RISING STEM,

HANDWHEEL, OS&Y, SOLID WEDGE, FLANGED ENDS.

GLOBE (OR ANGLE) VALVES:

1. UP TO 2 INCHES (50MM): BRONZE BODY, BRONZE TRIM, RISING

STEM AND HANDWHEEL, INSIDE SCREW, RENEWABLE

COMPOSITION DISC, SCREWED ENDS, WITH BACKSEATING

CAPACITY RE-PACKABLE UNDER PRESSURE.

2. OVER 2 INCHES (50MM): IRON BODY, BRONZE TRIM, RISING STEM,

HANDWHEEL, OS&Y, PLUG-TYPE DISC, FLANGED ENDS,

RENEWABLE SEAT AND DISC.

BALL VALVES:

1. UP TO AND INCLUDE 2 INCHES (50MM): BRONZE TWO-PIECE BODY,

STAINLESS STEEL BALL, TEFLON SEATS AND STUFFING BOX RING,

LEVER HANDLE, TREADED ENDS WITH UNION.

BUTTERFLY VALVES:

1. CAST OR DUCTILE IRON BODY, CHROME OR NICKEL PLATED

DUCTILE IRON DISC, RESILIENT REPLACEABLE EPDM SEAT, WAFER

OR LUG ENDS, EXTENDED NECK, HANDWHEEL AND GEAR DRIVE

AND INTEGRAL INDICATING DEVICE.

CHECK VALVES:

1. UP TO AND INCLUDING 2 INCHES: BRONZE SWING DISC, SCREWED

ENDS.

2. OVER 2 INCHES (50MM): IRON BODY, BRONZE TRIM, SWING DISC,

RENEWABLE DISC AND SEAT, FLANGED ENDS.

3. IRON BODY, BRONZE TRIM, STAINLESS STEEL SPRING,

RENEWABLE COMPOSITION DISC. SCREWED, WAFER OR FLANGED

ENDS.

DRAIN VALVES:

1. BRONZE GLOBE VALVE WITH HOSE THREAD NIPPLE AND CAP.

2. BRASS BALL VALVE WITH CAP, ¾ INCH (19MM) HOSE THREAD.

PIPE HANGERS AND SUPPORTS:

1. CONFORM TO NFPA 13. HANGERS SHALL BE UL LISTED FOR USE IN

SPRINKLER SYSTEMS.

2. HANGERS FOR PIPE SIZES ½ TO 1-1/2 INCH (15 T0 40MM): STEEL,

ADJUSTABLE SWIVEL, SPLIT RING.

3. HANGERS FOR PIPE SIZES 2 INCHES AND OVER:STEEL,

ADJUSTABLE CLEVIS.

4. MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH

WELDED SPACERS AND HANGER RODS.

5. WALL SUPPORT FOR PIPE SIZES TO 3 INCHES: CAST IRON HOOK.

6. WALL SUPPORT FOR PIPE SIZES 4 INCHES AND OVER: WELDED

STEEL BRACKET AND WROUGHT STEEL CLAMP.

7. VERTICAL SUPPORT: STEEL RISER CLAMP.

8. FLOOR SUPPORT: CAST IRON ADJUSTABLE PIPE SADDLE, LOCK

NUT, NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR STEEL

SUPPORT.

PIPING SPECIFICATIONS

SPRINKLER PIPING, BURIED:

1. WATER PIPING OUTSIDE THE BUILDING LARGER THAN 3” SHALL BE

DUCTILE IRON WITH MECHANICAL JOINTS.

2. DUCTILE IRON PIPE SHALL BE CENTRIFUGALLY CAST 18-FOOT

NOMINAL LENGTHS CONFORMING TO AWWA C151 AND SHALL

HAVE A CEMENT-MORTAR LINING CONFORMING TO AWWA C104.

DUCTILE IRON PIPE TO BE JOINTED USING RESTRAINED

MECHANICAL JOINTS SHALL BE STANDARD THICKNESS CLASS 53.

ALL OTHER DUCTILE IRON PIPE SHALL BE STANDARD THICKNESS

CLASS 50 OR THE THICKNESS CLASS AS SHOWN ON THE PLANS.

3. NON-RESTRAINED JOINTS SHALL BE RUBBER GASKET, PUSH-ON

TYPE, OR MECHANICAL CONFORMING TO AWWA C111.

RESTRAINED JOINS MAY BE THE SNAP-LOK RESTRAIN JOINT

SYSTEM INCLUDING THE MECHANICAL JOINT SYSTEM AS

MANUFACTURED BY GRIFFIN PIPE PRODUCTS CO.

4. FITTINGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE IRON OR

CLASS 250 GRAY IRON CONFORMING TO AWWA C110 AND C111

AND SHALL BE CEMENT-MORTAR LINED CONFORMING TO AWWA

C104. PLAIN END FITTINGS SHALL BE DUCTILE IRON IF

MECHANICAL JOINT RETAINER GLANDS ARE INSTALLED ON THE

PLAIN END.

SPRINKLER PIPING, ABOVE GROUND (STEEL PIPE):

1. 1" TO 2" TO BE SCHEDULE 40, BLACK CLASS-125 CAST IRON

THREADED FITTINGS (175 PSI RATED).

2. 2-1/2" TO 4" TO BE SCHEDULE 10 WITH GROOVED ENDS AND

WELDED OUTLETS. PAINTED DUCTILE IRON GROOVED FITTINGS

(300 PSI RATED).

3. 2" AND SMALLER DRAIN PIPING SHALL BE GALVANIZED CLASS-150

MALLEABLE IRON WITH THREADED FITTINGS (300 PSI RATED).

FITTINGS:

1. SCHEDULE 40, BLACK STEEL PIPE: SCREWED JOINTS, ANSI B16.3,

WELDED JOINTS ANSI 16.9, B16.25, MECHANICAL GROOVED

COUPLINGS JOINED BY AN UL AND FM APPROVED COMBINATION

OF BOLTED COUPLINGS, GASKETS AND GROOVES. GROOVES MAY

BE ROLLED OR CUT AND BE DIMENSIONALLY COMPATIBLE WITH

THE COUPLING.

2. SCHEDULE 10, BLACK STEEL: WELDED JOINTS, ANSI 16.3, B16.25,

AND BY UL AND FM APPROVED MECHANICAL COUPLINGS.

COUPLINGS MAY BE OF THE BOLTED ROLLED GROOVED TYPE OR

THE MECHANICAL LOCKING TYPE. GROOVES FOR THE ROLLED

TYPE SHALL BE ROLLED ONLY.

3. CAST IRON SCREWED: ANSI B16.4.

4. CAST IRON FLANGED: ANSI B16.1, OR AWWA C 207.

5. SADDLE TYPE MECHANICAL TEES SHALL BE ACCEPTABLE FOR

CONCEALED PIPE ONLY.

6. PLAIN-END FITTINGS/JOINTS SHALL NOT BE ACCEPTABLE.

7. MECHANICAL PIPE COUPLING HOUSINGS SHALL BE OF MALLEABLE

IRON CONFORMING TO ASTM A 47, GRADE 32510 OR DUCTILE IRON

CONFORMING TO ASTM A 536, GRADE 65-45-12. COUPLING NUTS

AND BOLTS SHALL BE OF STEEL AND CONFORM T ASTM A183.

8. FLANGE GASKETS: GASKETS SHALL BE NON-ASBESTOS

COMPRESSED MATERIAL IN ACCORDANCE WITH ASME B16.21, 1/16

INCH THICKNESS, FULL FACE OR SELF-CENTERING FLAT RING

TYPE. THE GASKETS SHALL CONTAIN ARAMID FIBERS BONDED

WITH STYRENE BUTADIENE RUBBER (SBR) OR NITRILE BUTADIENE

RUBBER (NBR).

9. SQUAREHEAD BOLTS AND HEAVY HEXAGON NUTS: ASME B18.2.1

AND ASME B18.2.2, AND ASTM A 307, ASTM A575, OR ASTM A 576.

FIRE PROTECTION GENERAL NOTES

A. THE INFORMATION CONTAINED WITHIN THESE DRAWINGS IS

INTENDED TO BE USED AS A PERFOMANCE-BASED DESIGN ONLY.

A NICET LEVEL III OR IV CERTIFIED DESIGNER SHALL PROVIDE A

COMPLETE NFPA 13, HYDRAULIC-CALCULATED DESIGN AND

SUBMIT TO THE ENGINEER FOR APPROVAL.

B. ALL BUILDING AREAS SHOWN ON THESE PLANS ARE TO BE FULLY

SPRINKLED TO PROTECT THE OCCUPANTS AND THE STRUCTURES.

A COMPLETE NFPA 13 DESIGN IS REQUIRED.

C. FIRE PROTECTION CONTRACTOR (FPC) SHALL SUBMIT ALL SHOP

DRAWINGS AND CALCULATIONS TO LOCAL AUTHORITY HAVING

JURISDICTION (AHJ) AND RECEIVE APPROVAL PRIOR TO STARTING

CONSTRUCTION.

D. COORDINATE THE LAYOUT OF ALL PIPING WITH EXISTING

CONDITIONS PRIOR TO THE COMPLETION OF THE SHOP

DRAWINGS. FIELD VERIFICATION REQUIRED.

E. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL

THE SYSTEM SO THAT NO INTERFERENCES EXIST BETWEEN THE

FIRE PROTECTION PIPING AND EQUIPMENT AND SYSTEMS

INSTALLED BY OTHER DISCIPLINES.

F. CONTRACTOR IS TO BE RESPONSIBLE FOR FEES AND PERMIT

COSTS RELATED TO INSTALLING THE SYSTEM.

G. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR FIELD

FITTING PIPING AS REQUIRED TO COMPLETE THE DESIGN. NOT

ALL PIPING OFFSETS AND FITTINGS REQUIRED HAVE BEEN

SHOWN. THE CONTRACTOR IS TO VERIFY EXACT PIPING CUT

LENGTHS AND DROP HEIGHTS.

H. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INCIDENTAL

DEVICES, VALVES, SWITCHES, PIPING, ETC., TO ACHIEVE A

COMPLETELY OPERATIONAL, FULLY FUNCTIONING SYSTEM

WHETHER INDICATED ON THE DRAWINGS OR NOT.

I. ALL MATERIALS & INSTALLATIONS OF THIS AUTOMATIC FIRE

SPRINKLER SYSTEM MUST CONFORM TO THE CURRENT EDITION

(APPROVED BY THE AHJ) OF NFPA 13 AND / OR 14.

J. UNDERGROUND PIPING TO BE PROVIDED BY OTHERS. TEST AND

FLUSHING CERTIFICATION TO BE PROVIDED BEFORE FPS IS TO

CONNECT TO ANY PIPING.

K. FPS WILL PROVIDE DRAINS IN ACCORDANCE WITH NFPA 13. FPS

DRAINS TO BE PIPED TO OUTSIDE OR AS INDICATED ON

DRAWINGS.

L. ALL SYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 200

PSI OR AT 50 PSI ABOVE THE SYSTEM OPERATING PRESSURE,

WHICHEVER IS GREATER.

M. ALL ELECTRICAL WIRING, CONDUIT, DETECTION, AND

ALARM/CONTROL PANELS TO BE DONE BY ELECTRICAL

CONTRACTOR. TAMPER AND FLOW SWITCHES SHALL BE BY FPC.

N. ALL PAINTING, IF REQUIRED, DONE BY OTHERS, BUT PAYMENT

SHALL BE BY FPC.

O. CUTTING, PATCHING OF FLOORS, WALLS, AND CEILING TO BE

DONE BY OTHERS, BUT PAYMENT SHALL BE BY FPC.

P. ALL REQUIRED SIGNS, HYDRAULIC PLACARDS AND SYSTEM

INFORMATION DISPLAYS SHALL BE PROVIDED BY THE FPC.

Q. THE CONTRACTOR SHALL INTERFACE WITH THE BUILDING FIRE

ALARM SYSTEM IN ACCORDANCE WITH CODE REQUIREMENTS.

R. PROVIDE EXTRA SPRINKLER HEADS UNDER PROVISIONS OF NFPA

13. PROVIDE SUITABLE WRENCHES FOR EACH TYPE OF HEAD.

PROVIDE A METAL STORAGE CABINET IN THE FIRE RISER ROOM.

S. DRY PIPE ALARM CHECK VALVE: PROVIDE DRY PIPE ALARM CHECK

VALVE ASSEMBLY, TRIM, VALVES, DRAINS, PRESSURE GAUGES,

FLOW/PRESSURE SWITCHES, ETC. FOR A COMPLETE INSTALLATION.

T. DRY PIPE AIR COMPRESSOR: PROVIDE A SMALL MAINTENANCE AIR

COMPRESSOR APPROPRIATE FOR THE DRY PIPE SYSTEM SIZE.

STRAP COMPRESSOR TO RISER PIPE AND CONNECT TO ALARM

VALVE WITH AIR MAINTENANCE VALVE ASSEMBLY.

U. FIRE DEPARTMENT CONNECTION: PROVIDE A UL LISTED,

CHROMED DOUBLE-CLAPPER, SIAMESE FIRE DEPARTMENT

CONNECTION AND AUTO BALL DRIP ASSEMBLY WHERE INDICATED

ON THE PLANS.

V. BACKFLOW PREVENTER: PROVIDE UL APPROVED, LOCAL CODE

APPROVED BACKFLOW PREVENTER (DOUBLE CHECK OR RPP).

W. POST INDICATOR VALVE: PROVIDE UL LISTED POST INDICATOR

TYPE VALVE ON FIRE PROTECTION WATER SERVICE MAIN.

ADJUSTABLE, CAST IRON BODY, VERTICAL POST WITH OPERATING

WRENCH.

X. FLUSH ENTIRE PIPING SYSTEM OF FOREIGN MATTER. PIPING SHALL

BE ARRANGED TO PROVIDE COMPLETE SYSTEM DRAINAGE.

PROVIDE ALL NECESSARY AUXILIARY DRAIN VALVES AS REQUIRE.

Y. CONTRACTOR TO FURNISH ALL FIRE ALARM SYSTEM COMPONENTS

PERTAINING TO SPRINKLER SYSTEM. PROVIDE MONITOR

SWITCHES ON ALL CONTROL, ZONE AND SERVICE VALVES. WIRING

FROM MONITOR SWITCHES TO SUPERVISORY ALARM SYSTEM TO

BE INSTALLED UNDER DIVISION 26 OF THE CONTRACT, BUT PAID BY

THIS CONTRACTOR.

Z. ALL PIPING SHALL BE TESTED WITH A HYDROSTATIC TEST OF NOT

LESS THAN 200 PSIG AND ANY LEAKS FOUND SHALL BE

CORRECTED. AT VARIOUS STAGES AND UPON COMPLETION, THE

SYSTEM SHALL BE TESTED IN THE PRESENCE OF THE OWNER'S

REPRESENTATIVE AND FIRE DEPARTMENT IN STRICT ACCORDANCE

WITH NFPA.

AA. PROVIDE SPRINKLER SYSTEM TESTING AND CERTIFICATION

DOCUMENTATION FOR INCLUSION INTO THE PROJECT 0 & M

MANUAL.

AB. ALL DIMENSIONS AND EXACT UNIT LOCATIONS ARE TO BE FIELD

VERIFIED. THESE DRAWINGS REPRESENT SCHEMATIC SYSTEMS.

AC. ALL PIPING IN COLD ATTICS SPACES MUST BE PROPERLY

PROTECTED .

AD. CONTRACTOR TO SPRINKLER ALL COMBUSTIBLE CONCEALED

SPACED PER NFPA 13, 2013 EDITION.

AE. MECHANICAL CONTRACTOR SHALL FIRE SEAL ALL PIPING PASSING

THROUGH RATED CONSTRUCTION.

AF. PROVIDE SPRINKLER GUARDS ON HEADS WHERE SUBJECT TO

DAMAGE.

AG. PROVIDE SPRINKLER DEFLECTOR SHIELDS WHERE REQUIRED.

INSTALLATION REQUIREMENTS

PIPE HANGERS AND SUPPORTS:

1. PROVIDE HANGERS, BRACKETS, SUPPORTS, ANCHORS, AND

RELATED APPURTENANCES, AS REQUIRED, TO SUPPORT ALL

PIPING AND EQUIPMENT PROVIDED UNDER THIS SECTION.

2. INSTALL IN ACCORDANCE WITH NFPA 13 AND UL LISTING.

3. INSTALL HANGERS TO PROVIDE MINIMUM ½ INCH (15MM) SPACE

BETWEEN FINISHED COVERING AND ADJACENT WORK.

4. PLACE HANGERS WITHIN 12 INCHES (300MM) OF EACH

HORIZONTAL ELBOW.

5. USE HANGERS WITH 1-1/2 INCH (40MM) MINIMUM VERTICAL

ADJUSTMENT. DESIGN HANGERS FOR PIPE MOVEMENT WITHOUT

DISENGAGEMENT OF SUPPORTED PIPE.

6. SUPPORT VERTICAL PIPING AT EVERY FLOOR. SUPPORT RISER

PIPING INDEPENDENTLY OF CONNECTED HORIZONTAL PIPING.

7. WHERE SEVERAL PIPES CAN BE INSTALLED IN PARALLEL AND AT

SAME ELEVATION, PROVIDE MULTIPLE OR TRAPEZE HANGERS.

8. PIPE HANGERS OR SUPPORTS TO BE SPACED 15'-0" 0.C. MAX. FOR

PIPES 1-1/2" AND LARGER. 12'-0" O.C. MAX. FOR PIPES 1-1/4" AND

SMALLER. REFER TO PIPE SUPPORT DETAILS FOR CONNECTION

SPECIFICS.

9. ALL BRANCHLINES ARE TO HAVE A HANGER LOCATED WITHIN 1'-0"

OF END OF PIPE.

FLEXIBLE COUPLINGS:

1. FLEXIBLE COUPLINGS SHALL BE LOCATED IN ACCORDANCE WITH

NFPA-13 AS FOLLOWS:

· WITHIN 24" FROM THE TOP AND BOTTOM OF ALL RISERS.

· WITHIN 12" ABOVE AND 24" BELOW FLOORS IN MULTISTORY

BUILDINGS.

· WITHIN 24" OF BUILDING EXPANSION JOINTS.

· WITHIN 24" OF THE TOP OF DROPS EXCEEDING 15'

REGARDLESS OF PIPE SIZE.

· ABOVE AND BELOW ANY INTERMEDIATE POINTS OF SUPPORT

FOR A RISER OR OTHER VERTICAL PIPE.

· THE FINAL CONNECTION AT EACH HEAD IN A LAY-IN OR HARD

CEILING.

BRACING:

SEE SEISMIC BRACING NOTES.

JOINTS:

1. JOINTS SHALL CONFORM TO NFPA 13. SHOP WELDED JOINTS WILL

BE PERMITTED. FLANGED JOINTS OR MECHANICAL GROOVED

COUPLINGS SHALL BE PROVIDED WHERE INDICATED OR

REQUIRED BY NFPA 13. GROOVED PIPE AND FITTINGS SHALL BE

PREPARED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST

PUBLISHED SPECIFICATION ACCORDING TO PIPE MATERIAL, WALL

THICKNESS AND SIZE. MECHANICAL COUPLINGS AND FITTINGS

SHALL BE FROM THE SAME MANUFACTURER.

2. THREADED JOINTS SHALL BE CUT WITH AN APPROVED

THREAD-CUTTING OIL. JOINTS SHALL BE MADE TIGHT WITH A STIFF

MIXTURE OF LITHARGE AND GLYCERIN OR OTHER APPROVED

THREAD JOINT COMPOUND OR TAPE. NOT MORE THAN THREE

THREADS SHALL SHOW AFTER THE JOINT IS MADE UP.

3. FLANGED JOINTS SHALL BE FACED TRUE, PROVIDED WITH

GASKETS AND MADE SQUARE AND TIGHT.

4. MECHANICAL GROOVED PIPE JOINTS SHALL CONFORM TO AWWA

C606. JOINTS SHALL BE MADE USING A UL-04 LISTED OR FM-P7825

APPROVED COMBINATION OF FITTINGS, GASKETS, AND GROOVES.

CUT OR ROLLED PIPE GROOVES SHALL BE DIMENSIONALLY

COMPATIBLE WITH THE FITTINGS.

5. MECHANICAL PIPE COUPLINGS SHALL BE OF THE BOLTED TYPE

AND SHALL CONSIST OF A HOUSING FABRICATED IN ONE OR MORE

PARTS, A SYNTHETIC RUBBER GASKET, AND NUTS AND BOLTS TO

SECURE THE UNIT TOGETHER.

6. GASKETS SHALL BE OF MOLDED SYNTHETIC RUBBER WITH

CENTRAL CAVITY, PRESSURE RESPONSIVE CONFIGURATION AND

SHALL CONFORM TO ASTM D2000.

REDUCERS:

1. REDUCTIONS IN PIPE SIZES SHALL BE MADE WITH ONE PIECE

REDUCING FITTINGS. BUSHINGS WILL NOT BE ACCEPTABLE,

EXCEPT THAT WHEN STANDARD FITTINGS OF THE PROPER SIZE

ARE NOT AVAILABLE, SINGLE BUSHINGS OF THE FACE TYPE WILL

BE PERMITTED. WHERE USED, FACE BUSHINGS SHALL BE

INSTALLED WITH THE OTHER FACE FLUSH WITH THE FACE OF THE

FITTING OPENING BEING REDUCED. BUSHINGS SHALL NOT BE

USED IN ELBOW FITTINGS, IN MORE THAN ONE OUTLET OF A TEE,

IN MORE THAN TWO OUTLETS OF A CROSS, OR WHERE THE

REDUCTION IN SIZE IS LESS THAN ½ INCH.

FLEXIBLE COUPLINGS:

1. PROVIDE LISTED AND APPROVED COUPLINGS ON SPRINKLER

MAINS PER NFPA REGULATIONS. INSTALL UL APPROVED HANGERS

AND EARTHQUAKE BRACING IN PLACE OF SUPPORTING

SPRINKLER PIPING.

2. PIPING SHALL NOT CROSS SEISMIC JOINTS.

PIPE SLEEVES:

1. PIPES PASSING THROUGH CONCRETE OR MASONRY WALLS OR

CONCRETE FLOORS SHALL BE PROVIDED WITH PIPE SLEEVES

FITTED INTO PLACE AT THE TIME OF CONSTRUCTION. EACH

SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE WALL OR

FLOOR, AND BE CUT FLUSH WITH EACH SURFACE. UNLESS

OTHERWISE INDICATED, SLEEVES SHALL BE OF SUCH SIZE AS TO

PROVIDE A MINIMUM OF ¼ INCH ALL AROUND CLEARANCE

BETWEEN THE PIPE AND SLEEVE. SLEEVES IN BEARING WALLS

AND WET AREAS SHALL BE STEEL PIPE OR CAST IRON PIPE.

SLEEVES IN NONBEARING WALLS, FLOORS, OR CEILINGS MAY BE

STEEL PIPE, CAST IRON PIPE, OR GALVANIZED SHEET METAL WITH

LOCK-TYPE LONGITUDINAL SEAM.

2. WHERE PIPES PASS THROUGH FIRE WALLS, FIRE PARTITIONS, OR

FLOORS, A FIRE SEAL OF FIRE RESISTANT CAULK SHALL BE

PLACED BETWEEN THE PIPE AND SLEEVE.

WALL/FLOOR/CEILING ESCUTCHEONS:

1. ESCUTCHEONS SHALL BE PROVIDED AT ALL FINISHED SURFACES

WHERE EXPOSED PIPING PASSES THROUGH FLOORS, WALLS, OR

CEILINGS EXCEPT IN BOILER, UTILITY, OR EQUIPMENT ROOMS.

WHERE THE RISER INTO UPPER LEVEL MECHANICAL ROOMS

PENETRATES THE CONCRETE FLOOR, PROVIDE AND INSTALL A

MECHANICAL SEAL.

DRAINS AND DRIPS:

1. MAIN DRAIN: PROVIDE MAIN DRAIN ON SPRINKLER SYSTEM

APPROXIMATELY 4'-0" ABOVE FLOOR WITH 2" PIPE COMPLETE

WITH 2" UL LISTED ANGLE VALVE. DISCHARGE TO OUTSIDE IN

LOCATION, WHICH WILL NOT CAUSE DAMAGE.

2. ALL PIPING SHALL DRAIN BACK TO THE MAIN RISER. WHERE NOT

POSSIBLE, PROVIDE AUXILIARY DRAINS DISCHARGING TO

ARCHITECTURAL APPROVED LOCATIONS.

3. INSTALL AUXILIARY DRAINS AT ALL LOW POINTS IN SYSTEM. FIVE

OR FEWER TRAPPED HEADS WILL NOT REQUIRE DRAIN VALVE,

BUT MAY BE DRAINED THROUGH PLUGGED TEE. DRAIN VALVES TO

BE PIPED TO A SAFE PLACE OF DISCHARGE. VERIFY LOCATION OF

DRAINS WITH OWNER'S REPRESENTATIVE. ANY DRAIN NOT

DIRECTLY DISCHARGING TO A RECEPTACLE SHALL HAVE A ¾ INCH

HOSE LINE CONNECTION.

4. IF MAIN DRAINS, AUXILIARY DRAINS, OR INSPECTOR'S TEST

CONNECTIONS CANNOT BE SAFELY DISCHARGED DUE TO

PROPERTY DAMAGE, PROVIDE 18"X18" CONCRETE SPLASH

BLOCKS TO DEFLECT FLOW AND MINIMIZE DAMAGE.

PIPING MAINTENANCE AND PROTECTION REQUIREMENTS:

1. FLUSHING: FLUSHING ARRANGEMENTS SHALL BE PROVIDED BY

NFPA 13 IN ACCESSIBLE LOCATIONS.

2. FLUSHING CONNECTIONS: 11

4" NIPPLES WITH CAPS AT EXTREME

ENDS OF ALL CROSS MAINS.

A. ALL EARTHQUAKE BRACING TO BE IN ACCORDANCE WITH NFPA-13

OR CURRENT EDITION APPROVED BY LOCAL AHJ.

B. LISTED FLEXIBLE COUPLINGS SHALL ONLY BE INSTALLED WHERE

REQUIRED BY NFPA-13.

C. FLEXIBLE COUPLINGS SHALL BE LOCATED IN ACCORDANCE WITH

NFPA-13 AS FOLLOWS:

1. WITHIN 24" FROM THE TOP AND BOTTOM OF ALL RISERS.

2. WITHIN 12" ABOVE AND 24" BELOW FLOORS IN MULTISTORY

BUILDINGS.

3. WITHIN 1' OF ALL CONCRETE AND MASONARY WALL

PENETRATIONS UNLESS CLEARANCE IS PROVIDED BY

SECTION 9.3.4.

4. WITHIN 24" OF BUILDING EXPANSION JOINTS.

5. WITHIN 24" OF THE TOP OF DROPS EXCEEDING 15' IN LENGTH

TO PORTIONS OF SYSTEMS SUPPLYING MORE THAN ONE

SPRINKLER, REGARDLESS OF SIZE.

6. ABOVE AND BELOW ANY INTERMEDIATE POINTS OF SUPPORT

FOR A RISER OR OTHER VERTICAL PIPE.

7. AT THE FINAL CONNECTION POINT OF ALL HEADS IN A LAY-IN

OR HARD CEILING.

D. CLEARANCE SHALL BE PROVIDED AROUND ALL PIPING EXTENDING

THROUGH WALLS, FLOORS, PLATFORMS, AND FOUNDATIONS,

INCLUDING DRAINS, FDCS, AND OTHER AUXILIARY PIPING PER

SECTION 9.3.4 OR FLEXIBLE COUPLINGS SHALL BE PROVIDED.

E. LONGITUDINAL SWAY BRACING SPACED AT A MAXIMUM OF 80 FEET

SHALL BE PROVIDED FOR FEED AND CROSS MAINS AND NOT MORE

THAN 40 FEET FROM THE END.

F. TOPS OF RISERS OVER 3 FEET SHALL BE SECURED AGAINST

DRIFTING IN ANY DIRECTION USING A 4-WAY BRACE.

G. LATERAL SWAY BRACING SPACED AT A MAXIMUM OF 40 FEET

SHALL BE PROVIDED FOR FEED AND CROSS MAINS.

H. BRACING SHALL BE ATTACHED DIRECTLY TO FEED AND CROSS

MAINS.

I. THE LAST LENGTH OF PIPE AT THE END OF FEED OR CROSS MAINS

SHALL BE PROVIDED WITH A LATERAL BRACE. LATERAL BRACES

SHALL BE ALLOWED TO ACT AS A LONGITUDINAL BRACE IF THEY

ARE WITHIN 24" OF THE CETERLINE OF THE PIPING BRACED.

J. SWAY BRACING IS NOT REQUIRED FOR BRANCH LINES 2" AND

SMALLER.

K. THE END SPRINKLER ON EACH BRANCH LINE SHALL BE

RESTRAINED AGAINST EXCESSIVE MOVEMENT BY APPROVED

MEANS.

L. C-TYPE CLAMPS (INCLUDING BEAM AND LARGE FLANGE CLAMPS)

WITH OR WITHOUT RETAINING STRAPS, SHALL NOT BE USED TO

ATTACH BRACES TO THE BUILDING STRUCTURE.

M. ALL BEAM HANGERS SHALL BE EQUIPPED WITH RETAINER STRAPS.

SEISMIC BRACING NOTES

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

/1

/2

:0 :1

P

M

FP0.1

06.01.18C O

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T

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E N

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FIRE PROTECTION NOTES

13083

INRC OFFICE BUILDING

PHASE 3

USDA FOREST SERVICE

BJK/JTW

TJB

JTW

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11076

UP

UP

DN

DN

UP

UP

MEDIUM

CONFERENCE

ROOM

ENTRY

VEST.

LARGE

MEETING

ROOM

STORAGE

105A

VESTIBULE/

BREAKOUT

FHP

OFFICE

FHP/BLM

STORAGE

FHP

OPEN

OFFICE

MENS

PUBLIC

RESTROOM

WOMENS

PUBLIC

RESTROOM

ELEC.

CLOS.

MENS

RESTROOM

WOMENS

RESTROOM

BREAKROOM

SMALL

CONFERENCE

ROOM /

LACTATION

PRINT

ROOM

BLM

OPEN

OFFICE

BLM

OFFICE

BLM

OFFICE

BLM

OPEN

OFFICE

ELEV.

LOBBY

102 MAIL

ROOM

103A

RECEPTION

MEDIUM

CONFERENCE

ROOM

FMO

OPEN

OFFICE

BLM

OFFICE

BLM

OFFICE

BLM

OFFICE

BLM

OFFICE

FMO

OFFICE

CIO

OFFICE

PRIVACY

ROOM

BLM

STG.

VESTIBULE

LAW

OFFICE

(USFS)

LAW

OFFICE

(USFS)

LAW

OFFICE

(USFS)

LAW

EVIDENCE

ROOM

LAW

OFFICE

(BLM)

LAW

ENFORCEMENT

OPEN

OFFICE

CORRIDOR

113B

CORRIDOR

113C

CORRIDOR

113A

LOCATION OF FIRE DEPT.

CONNECTION AND HORN

STROBE

FWS

ASST.

STATE

SUPERINTENDENT

OFFICE

FWS

OFFICE

STORAGE

FWS

OFFICE

FWS

OFFICE

FWS

OPEN

OFFICE

NEPA

PLANNER

OPEN

OFFICE

ECO

OPEN

OFFICE

SMALL

CONFERENCE

ROOM

FWS

OFFICE

SECURITY

OFFICE

ECO

OFFICE

PUBLIC

AFFAIRS

OFFICER

HRM

OFFICE

VEG

OFFICE

TEC

OFFICE

NIZ

OFFICE

219 MEDIUM

CONFERENCE

ROOM

PRINT

ROOM

BREAK

ROOM

MENS

RESTROOM

WOMENS

RESTROOM

ELEV

AQM

OPEN

OFFICE

DEPUTY

SUP.

OFFICE

SUPERVISORS

OFFICE

SUPERVISOR

FILING

MEDIUM

CONFERENCE

ROOM

EXECUTIVE

ASSISTANT/

WAITING

VEG

OPEN

OFFICE

TEC

OPEN

OFFICE

HRM

OPEN

OFFICE

NIZ

OPEN

OFFICE

LARGE

CONFERENCE

ROOM

CORRIDOR

210A

FIRE PROTECTION LEGEND

LIGHT HAZARD

ORDINARY HAZARD (GROUP 1)MECHANICAL

ROOM

BUILDING

STORAGE

ELEV.

FOYER

TEL/COMM

EMR

003A

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

/1

/2

:0 :2

P

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FP2.1

06.01.18C O

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FIRE PROTECTION PLANS

13083

INRC OFFICE BUILDING

PHASE 3

USDA FOREST SERVICE

BJK/JTW

TJB

JTW

: 1/16" = 1'-0"FP2.1

13 FIRST/GROUND LEVEL FIRE PROTECTION PLAN

: 1/16" = 1'-0"FP2.1E7.2

5 SECOND LEVEL FIRE PROTECTION PLAN

HYDRAULIC DESIGN AREA

ORDINARY HAZARD GROUP 1

0.15 GPM/1500 SF

AREA = 200 SF

SYSTEM TYPE: DRY

HYDRAULIC DESIGN AREA

LIGHT HAZARD

0.10 GPM/1500 SF

AREA = 1000 SF

SYSTEM TYPE: DRY

NOTE: - CEILING AIR PLENUM

ABOVE. PROVIDE CONCEALED

SPACE SPRINKLERS (DRY) AS

REQ'D. SEE ARCHITECTURAL

HYDRAULIC DESIGN AREA

LIGHT HAZARD

0.10 GPM/1500 SF

AREA = 1000 SF

SYSTEM TYPE: DRY

HYDRAULIC DESIGN AREA

LIGHT HAZARD

0.10 GPM/1500 SF

AREA = 14,000 SF

SYSTEM TYPE: WET

HYDRAULIC DESIGN AREA

ORDINARY HAZARD GROUP 1

0.15 GPM/1500 SF

AREA = 100 SF

SYSTEM TYPE: WET

HYDRAULIC DESIGN AREA

LIGHT HAZARD

0.10 GPM/1500 SF

AREA = 1000 SF

SYSTEM TYPE: DRY

: 1/16" = 1'-0"FP2.1

9 LOWER LEVEL FIRE PROTECTION PLAN

HYDRAULIC DESIGN AREA

ORDINARY HAZARD GROUP 1

0.15 GPM/1500 SF

AREA = 200 SF

SYSTEM TYPE: WET

HYDRAULIC DESIGN AREA

LIGHT HAZARD

0.10 GPM/1500 SF

AREA = 14,000 SF

SYSTEM TYPE: WET

HYDRAULIC DESIGN AREA

ORDINARY HAZARD GROUP 1

0.15 GPM/1500 SF

AREA = 100 SF

SYSTEM TYPE: WET

: 1/16" = 1'-0"FP2.1

7 ATTIC FIRE PROTECTION PLAN

HYDRAULIC DESIGN AREA

ORDINARY HAZARD GROUP 1

0.15 GPM/1500 SF

AREA = 100 SF

SYSTEM TYPE: DRY

NOTES:

1. SEE DETAIL 13/FP9.1 FOR ATTIC SPRINKLER PLACEMENT AND

COVERAGE REQUIREMENTS.

HYDRAULIC DESIGN AREA

ORDINARY HAZARD GROUP 1

0.15 GPM/1500 SF

AREA = 100 SF

SYSTEM TYPE: DRY

PROVIDE COMPLETE DRY SYSTEM

COVERAGE FOR ATTIC IN

ACCORDANCE WITH NFPA 13.

3 07.31.17

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N.T.S. N.T.S.

N.T.S. N.T.S.

N.T.S.

N.T.S.

4 43

8 10

6'- 0"

M

AX.

6'- 0"

M

AX.

10'-0" MAX.

"AP" COVERAGE "BB" SPAN

6'- 0"

M

AX.

6'- 0"

M

AX.

10'-0" MAX.

"AP" COVERAGE "BB" SPAN

6" MAX.

M A

X

M

IN

'-0

" M

IN

M A

X

M

IN

M

IN

6" MIN.

6'-0" MAX. - 4'-0" MIN.

7'-0" MIN. FOR "AP" - 6'-0" MIN. FOR STD.

6" M

IN.

4'-0" OR LESS 36

M

IN

. LESS THAN 6"

MORE THAN 4'-0" 36

M

IN

PIPE 2" & LARGER PIPE LESS THAN 2"

HANGER ROD SIZE PER

SCHEDULE

TURN BUCKLE (AS

REQUIRED)

HANGER ROD

CONNECT TO

STRUCTURE PER

APPLICABLE PIPE

SUPPORT DETAIL

PIPE W/

INSULATION

SHEET METAL

SADDLE INSERT

CLEVIS TYPE

HANGER

STRAP TYPE

HANGER

HANGER ROD SCHEDULE

HANGER SPACING CHART

PIPE

SIZE

DISTANCE BETWEEN HANGERS

STEEL

PIPE

CPVC

PIPE THINWALL

3/4" N/A 5'-6" N/A

1" 12'-0" 6'-0" 12'-0"

11/4" 12'-0" 6'-6" 12'-0"

11/2" 15'-0" 7'-0" 12'-0"

2" 15'-0" 8'-0" 12'-0"

21/2" 15'-0" 9'-0" 12'-0"

3" 15'-0" 10'-0" 12'-0"

4" 15'-0" N/A N/A

6" 15'-0" N/A N/A

4-WAY ADAPTER

QUICK

CLAMP

1"� SCHED. 40 PIPE

QUICK

CLAMP

SUPPORT STRUCTURE SUPPORT STRUCTURE

SPRINKLER PIPE

ANCHORAGEANCHORAGE

SPRINKLER PIPE

1"� SCHED. 40 PIPE

2-WAY SWAY BRACE 4-WAY SWAY BRACE

SCHED. 40 IRON

SPRINKLER PIPE

DROP-IN CEILING TILE

APPROVED SPRINKLER HEAD

APPROVED FITTING

BRANCH LINE

PIPE HANGER

DROP-IN CEILING TILE

APPROVED SPRINKLER HEAD

FLEXIBLE BRAIDED HOSE

APPROVED FITTING

BRANCH LINE

T-BAR SUPPORT

BRACKET

REDUCING OUTLET

SNAP CLAMP

2X8 WOOD

BLOCK

(3)-10D 3"

COMMON

NAILS

4-WAY ADAPTER

QUICK

CLAMP

1"� SCHED. 40 PIPE

QUICK

CLAMP

SPRINKLER PIPE SPRINKLER PIPE

1"� SCHED. 40 PIPE

2-WAY SWAY BRACE 4-WAY SWAY BRACE

(4)-10D, 3" COMMON

NAILS, CLINCHED

1/2" DIA. MACHINE

BOLT W/ WASHER,

CENTER IN BLOCK &

CINCH TIGHT

(18")-2X8 WOOD BLOCK

(4)-10D, 3" COMMON

NAILS, CLINCHED

1/2" DIA. MACHINE

BOLT W/ WASHER,

CENTER IN BLOCK &

CINCH TIGHT

(18")- 2X8 WOOD

BLOCK

1/2"� MACHINE

BOLT W/ WASHER

NOTE:

THERE IS AN ANTIFREEZE SYSTEM REMOTE FROM THE SYSTEM RISER (SEE

PLANS). MOUNT PLACARD ON THE SYSTEM RISER INDICATING: "1 REMOTE

ANTIFREEZE SYSTEM". MOUNT AN ADDITIONAL PLACARD ON THE ANTIFREEZE

SYSTEM MAIN VALVE INDICATING: SOLUTION, MANUFACTURER, CONCENTRATION,

AND VOLUME OF ANTIFREEZE USED IN THE SYSTEM.

*-IF APPLICABLE TO PROJECT

DUCTILE IRON UNDERGROUND SERVICE

(BY GENERAL CONTRACTOR).

SPRINKLER CONTRACTOR START OF WORK AT FLANGE

INSIDE BUILDING. EXTERIOR PIPING TESTED AND

FLUSHED BY OTHERS.

SYSTEM SIDE GAUGE.

2" DIA. PIPE STAND: ADJ. THREADED FLANGE, BOLTED

TO CONCRETE FLOOR

REDUCED PRESSURE BACKFLOW.

1/2" DIA. "AUXILIARY DRAIN" VALVE.

BUTTERFLY VALVE.

DRY PIPE VALVE: COMPLETE PRE-ASSEMBLED TRIM

PACKAGE: WATER SUPPLY CONTROL VALVE, AIR-PRESS.

SUPERVISORY SWITCH, ALARM PRESS. SWITCH.

RISER-MOUNTED OIL-LESS AIR COMPRESSOR.

120V/1-PH. 60HZ.

RISER MANIFOLD: FLOW SWITCH, TEST AND DRAIN

VALVE, PRESS. GAUGE, PRESS. RELIEF VALVE, 1/2" TEST

ORIFICE. "INSPECTORS TEST" AND "MAIN DRAIN"

GALV. TEST AND DRAIN PIPE.

SPARE HEAD CABINET: PROVIDE (2) EACH STYLE

SPRINKLER INSTALLED. PROVIDE APPROPRIATE WRENCH

FOR…