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CONCRETE CURB AND GUTTER DETAIL

ADA ACCESSIBLE CURB RAMP DETAIL

EXISTING SURFACE

COURSE TO BE MILLED

1.5" AND OVERLAY NEW

SURFACE COURSE

CONTRACTOR SHALL

SAW-CUT EDGE AND

MAKE SURE NO WATER

IS TRAPPED

EXISTING SURFACE

COURSE

EXISTING PAVEMENT

12" MIN.

PROP. BIT. SURFACE

COURSE

PROP. BASE COURSE

EXISTING INTERMEDIATE

ASPHALT CONCRETE

EXISTING BASE - ASPHALT

CONCRETE

MATCH EXISTING CROSS SLOPE

PAVEMENT OVERLAY DETAIL

IAINNFCOQUEIAEENTSCI

GEOGRAPH I AE PENE TR AM

US

A I R

N A T I O N A L

GU AR

D

C I V I L

E N G I N E E R I N G

FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

B

/1

6/

:4 9:

P

M

:\p w or ki ng

\g bn a\ cr ow le ra \d

1\

-5

.d g

08/17/2018 C-502

CIVIL

CONSTRUCTION DETAILS

A. WILLIAMSON

A. WILLIAMSON

D. DEIBLE

NTS

1. REMOVE A SPADE FULL OF SOIL (APPROXIMATELY 2" DEEP) FROM WHERE THE BASE POST WILL BE LOCATED.

2. DRIVE THE BASE POST IN THE CENTER OF THE HOLE JUST CREATED, TO WITHIN 4" OF GRADE LEVEL.

3. PLACE ONE BOLT AND FLAT WASHER IN THE TOP HOLE OF THE BASE POST. (IF THE TOP HOLE ON THE BASE POST, OR

THE BOLT TO 20 FT. LBS. OF TORQUE. REPEAT THIS PROCESS FOR THE LOWER BOLT.

4. NEST THE TOP POST OVER THE PROTRUDING BOLTS ON THE BASE POST. PLACE A SELF-LOCKING FLANGE NUT ON EACH

BOLT AND TIGHTEN SECURELY TO 20 FT. LBS. OF TORQUE.

5. REPLACE SOIL REMOVED IN STEP 1.

THE BOTTOM HOLE ON THE TOP POST IS LESS THAN 3/4" FROM END OF THE POST USE THE SECOND AND SIXTH HOLES.)

6. IN TRIPLE POST INSTALLATIONS USING 4 LB./FT. POSTS IN WEAK SOIL, A 1'-0"W x 6"H SOIL PLATE IS REQUIRED.

2. THE SILVER ANODIZED BAR SPACER IS FOR USE WITH 2, 2.5 AND 2.75 LB./FT. RIB-BAK POST GRADE SP-80 ONLY.

4. INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

3. THE GOLD ANODIZED BAR SPACER IS FOR USE WITH 3 AND 4 LB./FT. RIB-BAK POST GRADE SP-80 ONLY.

TOP VIEW

STUB

DIRECTION

RECOMMENDED TORQUE VALUES:

BOLTS TO THREADED BAR SPACER

SELF-LOCKING FLANGE NUT TO BOLTS

20 FT. LBS.

20 FT. LBS.

HEIGHT

OF TRAFFIC

3/8" 1"

WITH THE THREADED BAR SPACER ALIGNED WITH TOP HOLE ON THE BACK SIDE OF THE BASE POST, SECURELY TIGHTEN

MAX.

Ø HOLE

O.C.

MAX.7'-0"

7'-0" MIN. (RURAL AREAS)

MIN. (URBAN AREAS)5'-0"

3'-0"

(BRACE NO LONGER THAN

USE BRACING FOR SIGN WIDTH

CURB

ROADWAY

(1) 4 LB./FT.

BASE POST TO BE SAME

WEIGHT PER FOOT AS

TOP POST (4'-6" LENGTH)

RIB-BAK U-CHANNEL SIGN POST

4"

(SEE DETAIL "A")

1. SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE SPECIFICATIONS.

WIDTH OF SIGN)

INSTALLATION PROCEDURE:

FRONT VIEW

DETAIL "A"

RIGHT SIDE VIEW

SIGN MOUNTING DETAIL

CURB TRANSITION

XX XX XX XX

EXPANSION JOINT

1" DIA. X 1'-6" LONG SMOOTH

DOWEL @ 12" O.C. (3 MIN. @ MIDDEPTH)

BUILDING FOUNDATION

REFER TO STRUCTURAL

PLANS FOR DETAILS

COMPACTED SUBGRADE

SIDEWALK

LEAN CONCRETE FILL

BELOW SIDEWALK AT

BUILDING DOOR LOCATIONS.

EXTEND 2'-0" BEYOND

ENDGE OF DOOR AT EACH

SIDE.

FLOOR SLAB

CONCRETE LANDING DETAIL

4'-0"

42" MIN.

8"

1'-0"

\A1;1'-0"10" AGGREGATE

BASE COURSE

12.5" RIGID CONCRETE PAVEMENT

20" MIN.

OVERLAP

3"

6"

MIN.

6" DIA UNDERDRAIN

PIPE

AASHTO M-288, CL-2

FILTRATION GEOTEXTILE

DRAINAGE COURSE

NOTES:

1. FOR CONCRETE PAVEMENTS LOCATE THE PIPE IN VICINITY OF A JOINT.

2. SEE C501 FOR PAVEMENT SECTION DETAILS.

SUBGRADE

PAVEMENT UNDERDRAIN

N.T.S.

10" AGGREGATE

DRAINAGE COURSE

XX XX XX XX

1" DIA. X 1'-6" LONG SMOOTH

DOWEL @ 12" O.C. (3 MIN. @ MIDDEPTH)

BUILDING FOUNDATION

REFER TO STRUCTURAL

PLANS FOR DETAILS

COMPACTED SUBGRADE

CONCRETE SIDEWALK

LEAN CONCRETE FILL

BELOW SIDEWALK AT

BUILDING DOOR LOCATIONS.

EXTEND 2'-0" BEYOND

ENDGE OF DOOR AT EACH

SIDE.

FLOOR SLAB

7A

CONCRETE STOOP DETAIL

4'-0"

42" MIN.

8"

1'-0"

APRON

14"

1 AMENDMENT 003 RAC11/12/18

CS-100

Layout1

CS-101

Layout1

C-502

Layout1

U

E

UGE

UGEUGEUGE

2140720.02EM//PKF

736.90HVAC

803736.83HVAC

821736.39HVAC

822736.37HVAC

731.99HVAC

732.19HVAC

731.54HVAC

2809735.42HVAC

2819736.86HVAC

2820736.83HVAC

2436705.41HW1+7//CONC

2437705.47HW1//CONC 2438705.44HW1 RECT//CONC

873728.68INV//6" RCP

874728.71INV//6" RCP

726.42INV//6" RCP

922726.41INV//6" RCP

942730.37INV//12" D.IRON

1457726.81INV//6" RCP

1458726.70INV//6" RCP

2044725.44INV//6" RCP

2045725.58INV//6" RCP

2515702.98INV//RCP 18"

3851730.48MW

578734.37STEP1+7//METAL

736.09STEP1//METAL

580736.06STEP1 RECT//METAL

724.28STEP10+7//CONC

729.58STEP10//CONC

729.54STEP10 RECT//CONC

WWWWWW

W

UGEUGE

GAS

AS

W W W W W W W W W W W W W

W W W W W

N

TXF

LD

PED

HERCULES BLVD

{ASPHALT PAVEMENT}

H

R

LE

S

LV

{A

LT

V

T}

TX

F

BLDG

TX

BLDG 4

BLDG 66

BLDG 65

BLDG 62

BLDG 51

N:538785.20 E:1423259.74

Z:733.41

N:539157.21 E:1423934.77 Z:725.94

N:538908.87 E:1423506.88 Z:730.37

N:538727.23 E:1424021.29

Z:726.43

CONTROL PT 2

CONTROL PT 6

CONTROL PT 7

CONTROL PT 5

W W W

5589693.21HW1+7//CONC

5590693.20HW1//CONC

5591693.10HW1//CONC

5592693.09HW1 CLO//CONC

5264695.41INV//15" RCP

5567683.84INV//IN

5568683.91INV//IN

5569683.95INV//IN

5570683.40INV//IN

5593690.92INV//RCP 15"

5729685.91INV//15" CPP

5776684.74INV//15" CPP

15"RCP

{\Q15;C.MYRTLE}

YIELD SIGN

STREET SIGN

{\Q15;ASPHALT}

CONC. SIDEWALK

5' BRICK S

CREEN WA

LL{\Q15;12" RCP}CI 2408

DI 1113

{\Q 15;

12"

RC

P}

{\Q15;18" RCP}

{\Q15;1

2" DIP}

;12 " R

CP

CB 2326

TIMBER RET. WALL

15;

24"

RC

P}

DI

;S

HR

UB

BE

RY

{\Q15;GRAVEL}

C-17 CORROSION

CONTROL & FUEL CELL

HANGAR

EXISTING

HANGAR 51

SQUADRON

OPERATIONS

FACILITY

RIGID CONCRETE

PAVEMENT AIRCRAFT

APRON

EXISTING

HANGAR 4

WB-40INDOT 2013 (US)

(c) 2014 Transoft Solutions, Inc. All rights reserved.

B-

INDO

T 20 13 (U

S)

(c) 2014 T ransoft So lutions, In

c. All right s reserved

Aircraft TugCusto m(c) 2014 Transoft Solutions, Inc. All rig hts reserved.

ir c ft T u u s to m

(c) 20

14 Tr ansof t Solu tions, Inc. A ll righ ts res erved rwall rwall

AIR

PO

RT

DR

IVEHERCU

LES BL

VD

rwall

CONC. RETA

INING WALL

Payne Blvd n li s te d r iv e

Stairs

Payne Avenue

WING-TIP

CLEARANCE

45 1 7

LO

LOS

LOS LO

SLO

LOS LO

LOS LOS LOS LOS LOS LOS LOS

LOS LOS

S LOS LOS LOS

LOS LOS LOS

PUMP HOUSE

0 50 100 A1

OVERALL SITE LAYOUT PLAN

SHEET NOTES

LEGEND

CS-100

OVERALL SITE LAYOUT PLAN

R. CROWLEY

1" = 50'

BUILDING FOOTPRINT

RIGID CONCRETE AIRCRAFT APRON

RIGID CONCRETE PAVEMENT/SIDEWALK

HEAVY DUTY ASPHALT PAVEMENT

STANDARD DUTY ASPHALT PAVEMENT

GEOGR APH I A E PENE TR AM

G U AR

E N G I N E E R

I N

-1

1. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR

CORNER OF FENCE, UNLESS NOTED OTHERWISE.

2. BUILDING COORDINATES ARE TO EXTERIOR CORNER OF BUILDING.

3. ALL DIMENSIONS ARE PERPENDICULAR TO ONE ANOTHER, UNLESS

NOTED OTHERWISE.

4. ALL PAVEMENT AND CONCRETE CURB & GUTTER SHALL MEET EXISTING IN

LINE AND AT GRADE.

1 AMENDMENT 003 RAC11/12/18

CS-100

Layout1

CS-101

Layout1

C-502

Layout1

0 30 60

SITE LAYOUT PLAN

KEY NOTES

STANDARD DUTY ASPHALT PAVEMENT. SEE DETAIL 6 ON SHEET C-501.

HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 1 ON SHEET C-501.

CONCRETE SIDEWALK. SEE DETAIL 3 ON SHEET C-501.

RIGID CONCRETE PAVEMENT. SEE DETAIL 2 ON SHEET C-501.

RIGID CONCRETE AIRCRAFT APRON. SEE DETAIL 7 ON SHEET C-501.

SURFACE MOUNTED VEHICLE BARRIER PROVIDED BY THE

GOVERNMENT.

7 FT HIGH CHAIN LINK FENCE WITH 1' OUTRIGGER. SEE DETAIL 4 ON SHEET

C-501. [REFER TO SHEET NOTE 8.]

25' WIDE CANTILEVERED SLIDING GATE. SEE DETAIL 8 ON SHEET C-501.

[REFER TO SHEET NOTE 9.]

6" HIGH CONCRETE CURB & GUTTER. SEE DETAIL 1 ON SHEET C-502.

NOT USED

LEGEND

CS-101

SITE LAYOUT PLAN

1" = 30'

BUILDING FOOTPRINT

RIGID CONCRETE AIRCRAFT APRON

RIGID CONCRETE PAVEMENT/SIDEWALK

HEAVY DUTY ASPHALT PAVEMENT

STANDARD DUTY ASPHALT PAVEMENT

GEOGR APH I A E PENE TR

AM

G U AR

I N

-1

SHEET NOTES

1. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR

CORNER OF FENCE, UNLESS NOTED OTHERWISE.

2. BUILDING COORDINATES ARE TO EXTERIOR CORNER OF BUILDING.

3. ALL DIMENSIONS ARE PERPENDICULAR TO ONE ANOTHER, UNLESS

NOTED OTHERWISE.

4. ALL PAVEMENT AND CONCRETE CURB & GUTTER SHALL MEET EXISTING IN

LINE AND AT GRADE.

5. ALL CURB RADII ARE 5 FEET, UNLESS NOTED OTHERWISE.

6. ALL CONCRETE SIDEWALKS SET AT 5 FEET IN WIDTH, UNLESS NOTED

OTHERWISE.

7. PROVIDE A CONCRETE LANDING IN ACCORDANCE WITH DETAIL 7 ON

SHEET C-502 AT ALL DOOR ENTRANCES. LANDING SHALL BE 5' BY 5',

UNLESS NOTED OTHERWISE.

8. OPTIONAL LINE ITEM: IN LIEU OF CHAIN LINK FENCE WITH 1' OUTRIGGER,

PROVIDE ORNAMENTAL FENCE MOUNTED ON CONCRETE KNEE WALL IN

ACCORDANCE WITH DETAILS 2 AND 3 ON SHEET C-504.

9. OPTIONAL LINE ITEM: IN LIEU OF CHAIN LINK SLIDING GATE, PROVIDE

ORNAMENTAL SLIDING GATE IN ACCORDANCE WITH DETAIL 1 ON SHEET

C-504.

11 STOP SIGN

NO PARKING SIGN. SIGNS SHALL BE SPACED AT 100 FEET ON

CENTER ALONG HERCULES BLVD.

13 NOT USED

BUILDING COORDINATE TABLE

ID DESCRIPTION NORTHING EASTING

A HANGAR SOUTHWEST BLDG CORNER 538,805.79 1,423,690.12

B HANGAR NORTHEAST BLDG CORNER 539,035.51 1,423,949.22

E PUMP HOUSE NORTHWEST CORNER 538,829.41 1,423,580.32

F PUMP HOUSE SOUTHEAST CORNER 538,820.59 1,423,628.92

14 ADA ACCESSIBLE CURB RAMP. REFER TO DETAIL 5 ON SHEET C502.

OPTIONAL LINE ITEM:

1. THE INSTALLATION OF A 7'-0" HIGH FENCE CONSISTING OF A

3'-0" HIGH CAST IN PLACE CONCRETE KNEE WALL WITH A 4'-0"

HIGH AT/FP COMPLIANT ORNAMENTAL FENCE ABOVE. SEE

DETAILS ON SHEET C-504.

2. THE 7'-0" HIGH CHAIN LINK FENCE SHALL BE PROVIDED AS

PART OF THE BASE BID. 1 AMENDMENT 003 RAC11/12/18

GRASSED SLOPE

STEPS

ASPHALT

LOT

18"

STD

C&

CONC SIDEWALK

LD

GA

BI

ON

BAS

KET

CONC DITCH

CONC

RAMP

RET W

ALL

LOT

MWELL

TW:705.14

TW:709.06

TW:712.75

TW:721.40

TW:726

.46

TW:716.60

TW:723

.54

TW:714.75

TW:704.54

5' CONC WALK

CONC WALK

CONC W

ALK

CROSSWALK

O

LK

LV

{A

LT

T}

CONTAINER

GRASS

4' CO

NC W

ALK

BLDG 52

DIESEL TANK

BLDG 66

BLDG 65

BLDG 51

732.27

730.91

728.35

728.40

730.01

730.02

JERSEY BARRIERS (TYP)

N:539157.21 E:1423934.77 Z:725.94

N:538908.87 E:1423506.88 Z:730.37

N:538727.23 E:1424021.29

Z:726.43

CONTROL PT 6

CONTROL PT 7

CONTROL PT 5

9 72

8 72

6 72

TC:721.77

TC:726.96

TC:727.22

TC:7

27.17

TC

:72

6.9

:7

.0

.1

.4

.6

.8

.6

.1

.7

.4

.2

.3

TC:727.11

TC:716.66

TC:717.14

TC:718.88

TC:720.00

TC:720.94

TC:722.45

TC:722.96

TC:723.56

TC:724.82

TC:725.23

TC:725.62

TC:725.24

TW:724.89

TW:723.66

TW:718.86

TW:714.71

TW:701.67

TW:711.77

TW:719.97

15"RCP

5 69

:70

2.3

1.3

0.5

:6

0.2

1.3

TC:696.41

TC:697.01

TC:697.69

TC:698.71

TC:701.18

TC:700.39

TC:701.23

TC:701.12

TC:701.34

TC:701.48

TC:696.63

TC:697.70

TC:694.58

TC:692.25

TC:689.56

TC:687.20

TC:685.85

EP:685.54

EP:686.61

EP:687.53

EP:690.08

EP:692.49

EP:694.61

EP:696.56

EP:697.43

BC:701.07

EC:702.36

EP:703.66

EP:703.00

BC:703.42

BC:702.94

BC:703.78

BC:7

02.9

C-17 CORROSION

CONTROL & FUEL CELL

HANGAR

112.3'

.1'

'TERMINATE

CURB & GUTTER

AND FENCE LINE

AT BLDG CORNER

R=40' Δ=104.4°

LC=73.1'

rw al l

70.9'

.2'

60'27.9'

1.5

3'8.7' 24 .5'

6'

5'

1.

2'

10'

10'

5' 43.6°46.4°

R=44' Δ=46.4°

LC=34.6'

.8

.8'

MEET EXISTING

SIDEWALK AND

CURB & GUTTER

IN LINE AND AT GRADE

REFER TO SHEET CS-401

'ENLARGED SITE LAYOUT PLAN'

45°

TERMINATE FENCE LINE

ASPHALT PAVEMENT TO MEET

EX. SIDEWALK IN LINE & AT

GRADE (TYP)

126.4'10'

234'

MEET EX. CONCRETE SIDEWALK AND

CURB & GUTTER IN LINE AND AT GRADE

TERMINATE FENCE LINE

PUMP

HOUSE

.9

TERMINATE

FENCE LINE

AT BLDG FACE

REFER TO SHEET CS-401

'ENLARGED SITE LAYOUT PLAN'

23.5'

CS-100

Layout1

CS-101

Layout1

C-502

Layout1

J

JJ

S SS

A. REFER TO SHEET E-001 FOR LEGEND, ABBREVIATIONS, AND NOTES.

B. REFER TO E700 SERIES DRAWINGS FOR PANELBOARD SCHEDULES.

C. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EQUIPMENT

LOCATION.

D. REFER TO E-500 SERIES DRAWING FOR SUPPLEMENTAL DETAILS.

E. CONTRACTOR SHALL OFFSET OUTLET BOXES ON OPPOSITE SIDES OF

COMMON WALL TO PREVENT SOUND TRANSMISSION BETWEEN ADJOINING

ROOMS. BACK TO BACK BOXES SHALL NOT BE PERMITTED.

F. REFER TO E-600 SERIES DRAWINGS FOR SINGLE LINE DIAGRAMS. REFER

TO MECHANICAL EQUIPMENT SCHEDULES AND PANEL SCHEDULES FOR

ADDITIONAL ELECTRICAL REQUIREMENTS.

G. CONTRACTOR SHALL INSTALL ALL PANELS AND ELECTRICAL EQUIPMENT

TO MEET THE CLEARANCE REQUIREMENTS OF THE NEC SECTION NEC

110.26(A).

H. PROVIDE EXPANSION FITTINGS/COUPLINGS AT ALL ABOVE CEILING

CONDUITS RUNS AT EXPANSION JOINTS. REFER TO SPECIFICATIONS.

J. REFERENCE SHEET E-002 AREA CLASSIFICATION PLAN. ALL EQUIPMENT AND

WIRING WITHIN A HAZARDOUS (CLASSIFIED) LOCATION SHALL BE IN

ACCORDANCE WITH THE FOLLOWING: NEC ARTICLE 501 FOR CLASS 1, DIV 1

OR DIV 2 LOCATIONS AND GROUP CLASSIFICATIONS WHERE SPECIFIED; NEC

ARTICLE 502 FOR CLASS 2, DIV 1 OR DIV 2 LOCATIONS AND GROUP

CLASSIFICATIONS WHERE SPECIFIED.

GENERAL NOTES

RECEIVING AND

STAGING

H139

COMPOSITE

SHOP

H138

COMPOSITE

SHOP

H137

WOMEN

H133

STENCIL ROOM

H136

MEN

H131

CORRIDOR

H135

WOMEN SHOWER

/ LOCKERS

H134

MEN SHOWER /

LOCKERS

H132

SP SR1

WPG

G G

HR1 -1,9,10 9

HR1 -2,3,4 2

H1

HE.9

G.5

HC.8

HC.6

HC.4

HC.2

3.8

G.1 H.1

WPG WPG

SR1 -8

SR1 -11

GG

SR1 -14

SR1 -15

SR1 -17 17

GG

SR1 -20,21

21 20

SR1 -18

SR1 -1

SR1 -2

SP -1,3,5

SP -2,4,6

SP -7,9,11

EF-07

SR1 -23

14 SR1 -19

SR1 -16

HR2 -16,18,20

HR2 -9,11,13

HR2 -10,12,14

SR1 -22

CC2A

CC1A

MP2 -25,27,29

5 4

HR2 -5

HR2 -4

HR2 -6

PWO-3

HR1 -27

SR1 -26

SR1 -28

SR1 -30

HR2 -32

SR1 -27

MHP -10

MHP -11

SR2

SGB

25MP2 -13,15,17

VAV-2-02

VAV-2-04

VAV-2-05

VAV-2-03

SP -26

SP -24

SP -25

SP -22

PP2 -20

PP2 -22

PP2 -22

TYP

ELECTRICAL

ROOM

H167

HEF EQUIPMENT

H168

WORKSTAND /

EQUIPMENT

STORAGE

H165

STAIR 02

HS102

TR

H166

CORRIDOR

H169

WPG WPG WPG

ODU-01

ODU-02

IDU-01

m

CU-03

HR1 -11,12

HFA -1

HFA -6

HFA -4

HFA -2

HR1 -7,8,9

HR1 -4,5,6

HR1 -1,2,3

1HA

HB

HA.5

HA.1

H6

H5

H4

H3

H2

HFA -3

E-401 B1

E-401

WPG WPG

HR1 -13

EF-11

EF-06

EF-08

EF-01

MP1 -14,16,18

MP1 -7,9,11

MP1 -13,15,17

TR1 -5,7

PP1 -7,9

15 14

PP1 -24

CONTINUE

TO ODU-01

PWO-1

HR1 -25

PP1 -27

HR1 -29

HR1 -32

HR1 -34

HR1 -34

HR1 -31

DF-01

FED THRU SEPARATE

BUSSING AHEAD OF

THE MAIN SERVICE.

PP1 -21

WATER

mMP1 -20

PP1 -22

EF-13

m PP1 -20

N A T I ON A L

08/17/2018 1/8" = 1'-0"

4/

:1 3:

- N th ar ol in a

Ai r N at io na l G ua rd

/N

AN

an ga r -

_V

.rv t

EP103

M.CAHILL

E.YINGLING

C-17 HANGAR

PARTIAL POWER PLAN - AREA B AND C

1/8" = 1'-0"A1 PARTIAL POWER PLAN - AREA B

1/8" = 1'-0"A3 PARTIAL POWER PLAN - AREA C

KEY PLAN

KEYNOTES

1 CONNECT ELECTRONIC TRAP PRIMER. COORDINATE LOCATION WITH PLUMBING DRAWINGS.

2 CONNECT FMCP. REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION.

3 CONNECT NAC. REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION.

4 CONNECT ERS. REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION.

5 PROVIDE DISCONNECT SWITCH FOR MOTORIZED OVERHEAD DOORS. COORDINATE ADDITIONAL

ELECTRICAL REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN.

6 GFCI RECEPTACLE FOR ELECTRIC WATER COOLER (EWC). MOUNT AT 20" AFF IN WATER COOLER

HOUSING. COORDINATE LOCATION PRIOR TO ROUGH-IN.

7 PROVIDE NEMA 3R DISCONNECT SWITCH FOR MONORAIL HOIST. COORDINATE ADDITIONAL

8 PROVIDE JUNCTION BOX FOR SECURITY DOOR POWER. COORDINATE WITH SECURITY CONTRACTOR

ANY ADDITIONAL ELECTRICAL REQUIREMENTS PRIOR TO ROUGH-IN.

9 PROVIDE JUNCTION BOX FOR SECURITY CAMERA POWER. MOUNT ADJACENT TO CAMERA SIGNAL

JUNCTION BOX. COORDINATE WITH SECURITY DRAWINGS FOR EXACT MOUNTING HEIGHT.

10 PROVIDE JUNCTION BOX FOR OVERHEAD MOTORIZED DOOR CONTROL. COORDINATE ADDITIONAL

11 JUNCTION BOX SHOWN FOR REFERENCE ONLY. ELECTRICAL CONNECTIONS ARE TO BE FURNISHED

AND INSTALLED BY PAINT BOOTH MANUFACTURER.

12 JUNCTION BOX SHOWN FOR REFERENCE ONLY. ELECTRICAL CONNECTIONS ARE TO BE FURNISHED

AND INSTALLED BY SANDING BOOTH MANUFACTURER.

13 JUNCTION BOX SHOWN FOR REFERENCE ONLY. ELECTRICAL CONNECTIONS ARE TO BE FURNISHED

AND INSTALLED BY AIR SHOWER MANUFACTURER.

14 JUNCTION BOX SHOWN FOR REFERENCE ONLY. ELECTRICAL CONNECTIONS ARE TO BE FURNISHED

AND INSTALLED BY PAINT MIXING ROOM MANUFACTURER.

15 OUTLETS IN THIS AREA SHALL BE MOUNTED AT 24" TO CENTER OF BOX.

16 PROVIDE JUNCTION BOX FOR POWER WASH OUTLET. COORDINATE ADDITIONAL ELECTRICAL

REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN.

17 PROVIDE NEMA 3R DISCONNECT SWITCH FOR EXHAUST FAN. COORDINATE ADDITIONAL ELECTRICAL

REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN.

18 PROVIDE NEMA 3R DISCONNECT SWITCH FOR HANGAR DOOR CONTROLLERS. CIRCUIT CONTINUES

TO JUNCATION BOX IN DOOR POCKET. COORDINATE ADDITIONAL ELECTRICAL REQUIREMENTS WITH

MANUFACTURER PRIOR TO ROUGH-IN.

19 PROVIDE JUNCTION BOX MOUNTED AT 64'-0" AFF FOR HANGAR DOOR CONTROLLER POWER.

20 CONNECT RSCP. REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION.

21 FURNISH AND INSTALL WALL MOUNTED REMOTE CONTROLLER WITH FAN OR MAKEUP AIR UNIT

ON/OFF SWITCH AND HOSE REEL UP/DOWN SWITCH, ONE FOR EACH MOTORIZED EXHAUST HOSE

REEL AND ONE FOR EACH SUPPLY AIR HOSE REEL. COORDINATE MOUNTING HEIGHT AND LOCATION.

CONTROLLERS MAY BE STACKED IN GROUPS AND SHALL BE LABELED WITH THE IDENTIFICATION OF EACH REEL, MATCHING THE IDENTIFICATION LABEL ON THE OVERHEAD REEL, WHICH SHALL BE READABLE FROM THE FLOOR. REMOTE CONTROLLER SHALL BE PROVIDED WITH HOSE REEL. REFER TO SPECIFICATION 23 33 00 - SECTION 2.13.B4, AIR DUCT CORD REELS. PROVIDE WIRING AS

REQUIRED FROM THE MANUFACTURER.

22 FURNISH AND INSTALL WALL MOUNTED REMOTE UP/DOWN SWITCH, ONE FOR EACH MOTORIZED

COMPRESSED AIR HOSE REEL AND ONE FOR EACH BREATHING AIR HOSE REEL. COORDINATE

MOUNTING HEIGHT AND LOCATION. SWITCHES MAY BE STACKED IN GROUPS AND SHALL BE

LABELED WITH THE IDENTIFICATION OF EACH REEL, MATCHING THE IDENTIFICATION LABEL ON THE OVERHEAD REEL, WHICH SHALL BE READABLE FROM THE FLOOR. REMOTE CONTROLLER SHALL BE PROVIDED WITH HOSE REEL. REFER TO SPECIFICATION 22 15 13 - SECTION 2.9.B, ELECTRIC

AUTOMATIC REMOTE CONTROLLED REELS. PROVIDE WIRING AS REQUIRED FROM THE

MANUFACTURER.

23 FURNISH AND INSTALL WALL MOUNTED REMOTE UP/DOWN SWITCH, ONE FOR EACH MOTORIZED

RECEPTACLE CORD REEL. COORDINATE MONTING HEIGHT AND LOCATION. SWITCHES MAY BE

STACKED IN GROUPS AND SHALL BE LABELED WITH THE IDENTIFICATION OF EACH REEL, MATCHING

THE IDENTIFICATION LABEL ON THE OVERHEAD REEL WHICH SHALL BE READABLE FROM THE

FLOOR. REMOTE UP/DOWN SWITCH SHALL BE PROVIDED WITH THE RECEPTACLE CORD REEL.

REFER TO SPECIFICATION 26 27 26 - SECTION 2.1H, POWER CORD REELS. PROVIDE WIRING AS

REQUIRED FROM THE MANUFACTURER.

24 PROVIDE JUNCTION BOX FOR EMERGENCY EYEWASH/SHOWER ALARM. COORDINATE MOUNTING

HEIGHT AND LOCATION ON SITE AND COORDINATE ADDITIONAL ELECTRICAL REQUIREMENTS WITH

MANUFACTURER PRIOR TO ROUGH-IN.

25 PROVIDE ELECTRICAL GROUND BAR. REFER TO DETAIL B1/E-503 AND BUILDING GROUND RISER

DIAGRAM ON A1/E-602.

26 FURNISH AND INSTALL NEMA 4X JUNCTION BOX FOR WATER AND GAS METER 120V POWER. PROVIDE

3/4" SEAL TITE WITH 3#12 TO METER. COORDINATE WITH METER FOR EXACT INSTALLATION

REQUIREMENTS.

27 PROVIDE JUNCTION BOX FOR HYDROBLAST SOLUTION MIX STATION. COORDINATE ADDITIONAL

28 PROVIDE JUNCTION BOX FOR DDC PANEL POWER. COORDINATE WITH MECHANICAL CONTRACTOR

ANY ADDITIONAL ELECTRICAL REQUIREMENTS PRIOR TO ROUGH-IN.

29 PROVIDE JUNCTION BOX FOR MECHANICAL CONTROL PANEL POWER. COORDINATE WITH

MECHANICAL CONTRACTOR ANY ADDITIONAL ELECTRICAL REQUIREMENTS PRIOR TO ROUGH-IN.

30 DISCONNECT SWITCH FOR VAV BOXES POWER. CORDINATE ANY ADDITIONAL ELECTRICAL

REQUIREMENTS WITH HVAC CONTRACTOR.

31 FURNISH AND INSTALL MOTOR RATED SWITCH TO ROOF STRUCTURE NEAR DESTRATIFICATION FAN.

COORDINATE MOUTING LOCATION AND ANY ADDITIONAL ELECTRICAL REQUIREMENTS WITH

MANUFACTURE PRIOR TO ROUGH-IN.

1/8" = 1'-0"

24'4' 8' 16'

1 11/14/2018 AMENDMENT 003 ELY

Sheets

EP103 - C-17 HANGAR PARTIAL POWER PLAN - AREA B AND C

EP108 - C-17 HANGAR PARTIAL ROOF POWER PLAN - AREA B

VFD

H1

HE.9 G.5

HC.8

HC.6

HC.4

HC.2

3.8

G.1 H.1

MAU-05MAU-06

RTU-02

SP -14,16,18

SR1 -24

SR1 -25

1 2

3 4

GV-2GV-1

A. REFER TO SHEET E-001 FOR LEGEND, ABBREVIATIONS, AND NOTES.

B. REFER TO E700 SERIES DRAWINGS FOR PANELBOARD SCHEDULES.

C. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EQUIPMENT

LOCATION.

D. REFER TO E-500 SERIES DRAWING FOR SUPPLEMENTAL DETAILS.

E. CONTRACTOR SHALL OFFSET OUTLET BOXES ON OPPOSITE SIDES OF

COMMON WALL TO PREVENT SOUND TRANSMISSION BETWEEN ADJOINING

ROOMS. BACK TO BACK BOXES SHALL NOT BE PERMITTED.

F. REFER TO E-600 SERIES DRAWINGS FOR SINGLE LINE DIAGRAMS. REFER

TO MECHANICAL EQUIPMENT SCHEDULES AND PANEL SCHEDULES FOR

ADDITIONAL ELECTRICAL REQUIREMENTS.

G. CONTRACTOR SHALL INSTALL ALL PANELS AND ELECTRICAL EQUIPMENT

TO MEET THE CLEARANCE REQUIREMENTS OF THE NEC SECTION NEC

110.26(A).

H. PROVIDE EXPANSION FITTINGS/COUPLINGS AT ALL ABOVE CEILING

CONDUITS RUNS AT EXPANSION JOINTS. REFER TO SPECIFICATIONS.

J. REFERENCE SHEET E-002 AREA CLASSIFICATION PLAN. ALL EQUIPMENT AND

WIRING WITHIN A HAZARDOUS (CLASSIFIED) LOCATION SHALL BE IN

ACCORDANCE WITH THE FOLLOWING: NEC ARTICLE 501 FOR CLASS 1, DIV 1

OR DIV 2 LOCATIONS AND GROUP CLASSIFICATIONS WHERE SPECIFIED; NEC

ARTICLE 502 FOR CLASS 2, DIV 1 OR DIV 2 LOCATIONS AND GROUP

CLASSIFICATIONS WHERE SPECIFIED.

GENERAL NOTES

08/17/2018 1/8" = 1'-0"

4/

:1 3:

- N

Ai r N

AN

r -

.rv t

EP108

M.CAHILL

PARTIAL ROOF POWER - AREA B

1/8" = 1'-0"A2 PARTIAL ROOF POWER PLAN - AREA B

KEY PLAN

KEYNOTES

1 MOUNT VFD TO UNISTRUT STRUCTURE TO RTU. COORDINATE LOCATION OF VFD WITH RTU SERVICE

PANELS. PROVIDE A NEMA 4X RATED ENCLOSURE FOR VFD.

2 MOUNT WEATHER RESISTANT GFCI RECEPTACLE TO SKIN OF ROOF MOUNTED MECHANICAL

EQUIPMENT. COORDINATE LOCATION WITH MANUFACTURER PRIOR TO ROUGH-IN.

3 MAU-6 TO BE FURNISHED AND INSTALLED BY SANDING BOOTH CONTRACTOR. SHOWN FOR

REFERENCE ONLY.

4 MAU-5 TO BE FURNISHED AND INSTALLED BY PAINT BOOTH CONTRACTOR. SHOWN FOR REFERENCE

ONLY.

5 PAINT BOOTH COMPRESSOR / CONDENSER TO BE FURNISHED AND INSTALLED BY PAINT BOOTH

CONTRACTOR. SHOWN FOR REFERENCE ONLY.

1/8" = 1'-0"

24'4' 8' 16'

1 11/14/2018 AMENDMENT 003 ELY

Sheets

EP103 - C-17 HANGAR PARTIAL POWER PLAN - AREA B AND C

EP108 - C-17 HANGAR PARTIAL ROOF POWER PLAN - AREA B

LOUVER SCHEDULE

MARK

MANUFACTURER MODEL

ASSOCIATED

UNIT

L-1 RUSKIN ELF6375DXD EF-05, EF-06

VELOCITY

(FPM)

10,000

AIR FLOW

(CFM)

FREE AREA

(SQ. FT)

17.89

LENGTH (IN.)

WIDTH (IN.)

PRESSURE

DROP (IN. WC)

0.05

BASIS OF DESIGN SIZE

NOTES

PENETRATION

1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION.

2. PROVIDE WITH LOW LEAKAGE MOTORIZED CONTROL DAMPER. CONTROL DAMPER LEAKAGE SHALL NOT EXCEED 3 CFM /SQ. FT.

3. INTERLOCK EXHAUST FANS EF-05, EF-06, EF-07 WITH LOUVER L-6.

L-2 RUSKIN ELF6375DXD EF-07 10,000 627 15.94 40960.06 1023

L-3 RUSKIN ELF6375DXD EF-02, EF-04, EF 09 31,450 804 39.11 701360.09 1023

L-4 RUSKIN ELF6375DXD MAU-01 30,000 767 39.11 701360.09 1023

L-5 RUSKIN ELF6375DXD MAU-02, MAU-04 30,000 796 37.68 422280.10 1023 1,2

1,2

L-6 RUSKIN ELF6375DXD 15,000 387 38.78 342880.02 1023 1,2EF-05, EF-06, EF-07

TYPE

EXHAUST

INTAKE

L-7 RUSKIN ELF6375DXD 1,200 408 2.94 24360.03 1023 1,2MAU-03 INTAKE

L-8 RUSKIN ELF6375DXD 1,200 131 9.14 40600.001 1023 1,2EF-03, POWER WASH EXHAUST

L-9 RUSKIN ELF6375DXD 450 370 1.22 16240.02 1023 1,2EF-13 EXHAUST

L-10 RUSKIN ELF6375DXD 450 370 1.22 16240.02 1023 1,2- INTAKE

GRAVITY VENTILATOR SCHEDULE

PLAN

BASIS OF DESIGN

AIRFLOW

THROAT SIZE AREA

(SQ FT)

THROAT VELOCITY

FT/MIN

MAX PRESSURE DROP

(IN. WG)

SIZE (IN X IN)

WEIGHTS (LBS)

GV-1 GREENHECK FGI 2500 5.44 459.2 0.1 49 X 48 132 ALL NOTES APPLY

GV-2 GREENHECK FGR 2500 5.44 459.2 0.1 48 X 38 113 ALL NOTES APPLY

AREA

SERVED

CURRING OVEN

CURRING OVEN

LOUVER SCHEDULE - FIRE PUMP BUILDING

ASSOCIATED

UNIT

AIR FLOW

FREE AREA

(SQ. FT) LENGTH (IN.)WIDTH (IN.)

PRESSURE

DROP (IN. WC)

BASIS OF DESIGN SIZE

PENETRATION

1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION.

2. PROVIDE WITH LOW LEAKAGE MOTORIZED CONTROL DAMPER.

3. PROVIDE WITH LOW LEAKAGE CONTROL DAMPER. CONROL DAMPER LEAKAGE SHALL NOT EXCEED 3 CFM /SQ. FT.

L-1P RUSKIN ELF6375DXD EF-01FP 975 46 32.72 24360.01 1023 1,2,3OUTSIDE AIR

O

GR

APH I A E PENE TR

AM

GU

AR

I

L

/9

/2

1:

:0

IM

ir r

.r vt

M-602

J. STAMPER

S. KOWALCZYK

S. KOWALCZYK

MECHANICAL

HVAC SCHEDULES

HOSE REEL EXHAUST AIR SCHEDULE

CFM

DIAMETER

(IN.)

HOSE LENGTH

(FT)

MOTOR DATA

WEIGHT (LBS)MANUFACTURER MODEL HP VOLTAGE FREQUENCY PHASE

HRE-01 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

HRE-02 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

HRE-03 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

HRE-04 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

HOSE REEL SUPPLY AIR SCHEDULE

CFM

DIAMETER

(IN.)

HOSE

LENGTH (FT)

MOTOR DATA WEIGHT

(LBS)MANUFACTURER MODEL HP VOLTAGE FREQUENCY PHASE

HRS-01 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

HRS-02 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

HRS-03 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

HRS-04 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

HRS-05 MONOXIVENT XL-24-5 600 10 55' - 0" 1/2 460 60 3 630

MINI SPLIT COOLING ONLY OUTDOOR CONDENSING UNIT SCHEDULE (ODU)

MARK SERVING

COOLING CAPACITY

(BTUH) SEER

ELECTRICAL DATA

OPERATING

WEIGHT (lbs) REFRIGERANT NOTESMANUFACTURER MODEL VOLTAGE (V) PHASE FREQUENCY (Hz)

MCA

(A)

MOCP

(A)

ODU-01 IDU-01 TOSHIBA CARRIER RAS-12EACV-UL 12,000 23 208 1 60 13.00 20.00 95.00 R-410 1,2,3,5 ODU-02 IDU-02 TOSHIBA CARRIER RAS-12EACV-UL 12,000 23 208 1 60 13.00 20.00 95.00 R-410 1,2,3,5 ODU-03 IDU-03 TOSHIBA CARRIER RAS-22EACV-UL 22,000 15.5 208 1 60 15.00 25.00 100.00 R-410 1,2,3,4

1. REFER TO STRUCTURAL DRAWINGS FOR CONDENSING UNIT SUPPORT

2. REFRIGERANT PIPING SHALL BE SIZED AS RECOMMENDED BY MANUFACTURER.

3. CAPACITY RATED FOR 96°F AMBIENT CONDITIONS.

MINI SPLIT COOLING ONLY INDOOR UNIT SCHEDULE (IDU)

BASIS OF DESIGN AIRFLOW ELECTRICAL DATA OPERATING

WEIGHT (lbs) NOTESMANUFACTURER MODEL MAX. CFM MIN. CFM SEER VOLTAGE (V) PHASE FREQUENCY (Hz) IDU-01 H168 HEF EQUIPMENT TOSHIBA CARRIER RAS-12EKCV-UL 406 219 23.00 208 1 60 25.00 1,2

IDU-02 H166 TR TOSHIBA CARRIER RAS-12EKCV-UL 406 219 23.00 208 1 60 25.00 1,2

IDU-03 H128 TER TOSHIBA CARRIER RAS-22EKCV-UL 636 388 15.50 208 1 60 35.00 1,2

1. INDOOR UNIT TO BE PROVIDED WITH CONDENSATE PUMP.

2. REFRIGERANT PIPING SHALL BE SIZED AS RECOMMENDED BY MANUFACTURER.

DESTRATIFICATION FAN SCHEDULE

MAX CFM WEIGHT MCA V/P/HZ

COVERAGE

AREA (SQ. FT) MAX RPM QUANTITY NOTESMANUFACTURER MODEL

DF-01 AIRIUS A-60-EC 1770 22 1.3 277/1/60 2000 1770 8 1,2,3,4

DF-02 AIRIUS A-100-EC 3358 45 2.5 277/1/60 2500 1690 9 1,2,3,4

1. MOUNTING HEIGHT IS TO THE BASE OF THE FAN ABOVE FINISHED FLOOR.

2. FANS SHALL BE PROVIDED WITH EC MOTORS.

3. FANS SHALL BE CONTROLLABLE VIA BAS WITH 0-10 Vdc.

4. REFERENCE B3/M-502 FOR MOUNTING AND INSTALLATION DETAILS.

1. ALL VENTILATORS SHALL BE PROVIDED WITH BIRDSCREENS.

2. PROVIDE BACKDRAFT DAMPERS FOR ALL INTAKE VENTILATORS.

3. TOPS OF ALL VENTILATORS SHALL BE SOUND DEADENED AND

INSULATED FOR NOISE CONTROL.

SUPPLY AIR DEVICE SCHEDULE

MARK MODULE SIZE NECK SIZE MIN. FLOW MAX FLOW. BORDER TYPE PATTERN

NOTESMANUFACTURER MODEL

S1B 24x24 6 0 157 LAY-IN 4-WAY TITUS OMNI-AA 1,2,3 S1C 24x24 8 157 279 LAY-IN 4-WAY TITUS OMNI-AA 1,2,3 S1D 24x24 10 279 436 LAY-IN 4-WAY TITUS OMNI-AA 1,2,3

S2A 6X6 6X6 0 114 WALL-MOUNTED 1-WAY TITUS 300FS 1,2,3

S3A 40X15 SEE PLANS 0 4000 DUCT MOUNTED 45 DEGREE TILT TITUS SD-L 1,2,3

S3B 12X10 SEE PLANS 0 462 DUCT MOUNTED 45 DEGREE TILT TITUS S300F 1,2,3

S4A 96X6 1-SLOT 8 0 170 LAY-IN 2-WAY TITUS ML-37 1,2,3

RETURN AND EXHAUST AIR DEVICE SCHEDULE

MARK MODULE SIZE NECK SIZE MIN. FLOW MAX. FLOW BORDER TYPE

NOTESMANUFACTURER MODEL

E1A 24x24 6X6 0 175 LAY-IN TITUS PAR-AA 1,2,3 E1C 24x24 10X10 267 350 GYP. BOARD TITUS PAR-AA 1,2,3

E2A 12X12 6X6 0 175 GYP. BOARD TITUS PAR-AA 1,2,3

E2B 12X12 10X10 270 350 GYP. BOARD TITUS PAR-AA 1,2,3

E3A 38X38 38X38 0 13000 DUCT MOUNTED TITUS 350FS 1,2,3

E3B 12X12 12X12 0 615 DUCT MOUNTED TITUS 350FS 1,2,3

E3C 48X46 48X46 0 10400 DUCT MOUNTED TITUS 350FS 1,2,3

R1A 24x24 6X6 0 175 LAY-IN TITUS PAR-AA 1,2,3 R1B 24x24 8X8 175 270 LAY-IN TITUS PAR-AA 1,2,3 R1C 24x24 10X10 271 400 LAY-IN TITUS PAR-AA 1,2,3 R1D 24x24 15X15 500 1094 LAY-IN TITUS PAR-AA 1,2,3

R1E 12X10 12X12 0 500 LAY-IN TITUS PAR-AA 1,2,3

R1F 12X12 10X10 270 350 LAY-IN TITUS PAR-AA 1,2,3

R3A 96X6 1-SLOT 6 0 170 LAY-IN TITUS ML-37 1,2,3

R4A 32X26 32X26 0 615 DUCT MOUNTED TITUS 350FS 1,2,3

T1A 10X10 10 0 114 WALL-MOUNTED TITUS 300FS 1,2,3

T1B 14X14 14 0 650 WALL-MOUNTED TITUS 300FS 1,2,3

1. COORDINATE DIFFUSER FRAME WITH ARCHITECTURAL CEILING TYPE PRIOR TO BEGINNING OF WORK.

2. REFER TO DIVISION 23 SPECIFICATIONS FOR ADDITIONAL DIFFUSER/REGISTER REQUIREMENTS.

3. COORDINATE AND VERIFY QUANTITY, TYPE, MOUNTING, AND AIRFLOWS WITH APPROVED SHOP DRAWINGS.

1. COORDINATE DIFFUSER FRAME WITH ARCHITECTURAL CEILING TYPE PRIOR TO BEGINNING OF WORK.

2. REFER TO DIVISION 23 SPECIFICATIONS FOR ADDITIONAL DIFFUSER/REGISTER REQUIREMENTS.

3. COORDINATE AND VERIFY QUANTITY, TYPE, MOUNTING, AND AIRFLOWS WITH APPROVED SHOP DRAWINGS.

4. CONDENSING UNIT SHALL BE MOUNTED ON EQUIPMENT CURB. COORDINATE WITH

ROOFING REQUIREMENTS. FLASH CURB INTO ROOFING MEMBRANE PER ROOF

SYSTEM MANUFACTURER'S INSTALLATION DETAILS. REFERENCE DETAIL A3/M-501.

5. CONDENSING UNIT SHALL BE MOUNTED ON GRADE. REFERENCE DETAILL A4/M-502.

EXHAUST FAN SCHEDULE - FIRE PUMP BUILDING

MARK SERVING TYPE CFM

ESP

(IN-WG) DRIVE TYPE

WEIGHT

(LBS)

FAN

RPM

MOTOR DATA BASIS OF DESIGN

NOTESVOLTAGE PHASE FREQUENCY MANUFACTURER MODEL

EF-01FP C-17 FIRE PUMP BUILDING WALL-MOUNTED 750 0.25 DIRECT 50 1350 115 1 60 GREENHECK SE1-12-432-G 1,2,3,4

1. PROVIDE DISCONNECT SWITCH IN ACCORDANCE WITH NEC REQUIREMENTS.

2. ALL FANS SHALL BE U.L LISTED AND LABELED.

3. ALL FANS SHALL BE SUPPLIED BY ONE MANUFACTURER UNLESS NOTED OTHERWISE.

4. PROVIDE WITH BIRDSCREEN.

UNIT HEATER SCHEDULE - FIRE PUMP BUILDING

HEATING

KW

ELECTRICAL DATA WEIGHT

(LBS) NOTESMANUFACTURER MODEL V PH Hz

UH-01 C-17 FIRE PUMP BUILDING QMARK MUH-07-4 HORIZONTAL 7.5 480 3 60 38 1,2

UH-02 C-17 FIRE PUMP BUILDING QMARK MUH-07-4 HORIZONTAL 7.5 480 3 60 38 1,2

1. PROVIDE WITH AUTOMATIC RESET LINEAR THERMAL-CUT-OUT FOR ELEMENT PROTECTION.

2. MOUNT UNIT HEATERS ON WALL SUPPORT AND ANGLE AT 45° DEGREE TOWARDS THE FLOOR.

1 11/09/2018 AMENDMENT #003 NKM

Sheets

M-602 - C-17 HANGAR HVAC SCHEDULES