100__DESIGN_MALMSTROM_AFB_SNOW_BARN.pdf

Engineering Flight CC

Utilities Lead

Electrical Lead

EA Superintendent

HVAC Lead

Project Manager

CEM

Structures Lead

Airfield Lead

Commander

Project Engineer

Safety

COL SPENCER

CMSGT COOLEY

CAPT BENTLEY

CAPT RICHWINE

TSGT HARTSON

MSGT AYALA

SRA MOLY

SSGT QUIMBY

SSGT MEYER

SSGT RUDOLPH

TSGT BAILEY

SSGT CAMPBELL

819 RED HORSE SQUADRON

CONSTRUCT SNOW BARN

MALMSTROM AFB, MT

PROJECT

LOCATION

Sheet List Table Number Title Description

1 COVER SHEET CS

2 SITE PLAN C-1

3 GRADING PLAN C-2

4 FLOOR PLAN A-1

5 ELEVATIONS A-2

6 VESTIBULE DETAIL A-3

7 FOUNDATION PLAN S-1

8 FOUNDATION DETAILS 1 S-2

9 FOUNDATION DETAILS 2 S-3

10 FOUNDATION DETAILS 3 S-4

11 ANCHOR BOLT DETAILS S-5

12 SLAB PLAN S-6

13 HVAC PLAN M-1

14 DETAILS M-2

15 PROPOSED WATERLINE DETAILS M-3

16 ELECTRICAL LIGHTING PLAN E-1

17 ELECTRICAL OUTLET PLAN E-2

18 ELECTRICAL CIRCUIT AND PANEL SCHEDULE E-3

19 ELECTRICAL CIRCUIT AND PANEL SCHEDULE 2 E-4

20 ELECTRICAL DETAILS E-5

11 2 " P

OLY

ET

HY

LE

NE

SH

UT

O

FF

V

AL

VE

VA

LV

E

BO

X

G S-

RE

TA

IN

MEN

T W

AL

L

SE

CT

IO

NA

LIZ

ER

SN

OW B

AR

N

8" W

AT

ER

M

AI

N

B M-3

A M-3

C M-3

D M-3

SU

PP

LY

D

RI

VE41

THERMAL LINE

PROPOSED GAS LINE

PROPOSED ELECTRICAL LINE

WATER CONTROL VALVE

GAS FITTING

VALVE BOX

FIRE HYDRANT

ELECTRICAL SECTIONALIZER

STORM SEWER

HEAT AND COOL VALVE/TEE

ASPHALT

SEEDED

LEGEND

GAS LINE

ELECTRICAL LINE

WASTE WATER LINE

STORM SEWER LINE

MAIN WATER LINE

WATER LINE SERVICE

FENCE

BOLLARDS

SEWER MANHOLE

WATER FITTING

WASTE MANHOLE

TRANSFORMER PAD

PROPOSED WATER LINE

RE

TA

IN

MEN

T W

AL

L

' 7 3 4

1.

5%

1.

5%

1.

5%

.5

1.5%

1.5%

1.5%

1.5%

1.5%

EXTENT OF DEMOLITION

' 6

/4

LEGEND

ASPHALT

SEEDED

LIMITS OF DEMOLITION

NOTE: SE GRADING SHALL NOT EXCEED 3H:1V

AFTER INITIAL 1.5% SLOPE FOR 10'

NOTES :

1. 4" TOPSOIL TO BE PLACED

IN SEEDED AREAS,

MINIMUM 85%

COMPACTION.

2. 1 CY OF COMPOST TO BE

MIXED INTO TOPSOIL PER

1000 SQUARE FEET.

3. DRYLAND GRASS SEED TO

BE PLACED IAW

MANUFACTURER'S

SPECIFICATIONS.

PIT WITH COVER

TRENCH DRAINS

33'

SUMP PUMP

1-1/4" X 24' DISCHARGE HOSE

6"

325 GAL ABOVE GROUND HOLDING TANK

20'-71 2" 17'-11

2" 25' 25' 17'-11 2" 20'-71

2"

24'-8" 25' 25' 25' 24'-8"

125'

90'

42'-3"

3'-2"

5'-8"

10"

10"

3" SCH 40 PVC 1% SLOPE

1 3 3 3 2

10"

10"

A

B

C

M-2

M-2

DOOR SCHEDULE

SYMBOL W H DOOR SWING

1 3'-0" 7'-0" LH

2 3'-0" 7'-0" RH

3 20'-0" 18'-0"

FINISHED FLOOR ELEVATION: 3382' 6 1/4"

M-2

11'-11"

22'

18'

4'

125'

18'-5" 5' 4'-71 2" 20' 4'-51

2" 20' 4'-51 2" 20' 4'-71

2"

3'

8'-8"

9"

5' 18'-5"

12'' 3''

46'

11'-6"

5"

22'

12'-3" 90'

6'

8'-8"

9"

8'3'-81 2"

25'6'

9"

5'

6'

10'

8'

FINISHED FLOOR

CMU BLOCK

SILL PLATE ATTACHED

W/ ANCHOR BOLTS

2"x4" FRAMING ATTACHED W/

GANG PLATES & HURRICANE STRAPS

16" O.C.

8'-8"

CORRUGATED ROOFING

6"X6"X10G WIRE MESH

4" MINUS BASE COURSE

IWA MT PUBLIC WORKS

SECTION 02235

SPECIFICATION

6"

12''

5''

6"

1'

NOTES: 1.SPLIT FACE BLOCK, 8", MEETS ASTM C90, ANTIQUE LINEN

FINISH FLOOR ELEVATION: 3382' 6 1/4"

2.MORTAR, >1800 PSI, MEETS ASTM C90

B

15'

20'

20'

20'

15'

24'-8" 25' 25' 25' 24'-8"

C

D

E

F

6 5 4 3 2 1

COVER:

CONCRETE CAST AGAINST PERMANENTLY

EXPOSED TO EARTH. 3"

CONCRETE EXPOSED TO EARTH OR WEATHER

#6 BAR + 2"

#5 BAR - 1 1/2"

6,000 PSI CONCRETE FOR PIER FOUNDATION

4,000 PSI CONCRETE FOR CONCRETE SLAB

48"

12"

16"

6'

4 #6 BARS

W/ 9" HOOK

6 #4 STIRRUPS

2 PLACED W/I 5" OF

TOP OF COLUMN

1 PLACED W/I 6"

OF TOP OF FOOTING

6'

6'16"

16"

8 #4 REBAR

EACH WAY

48"

12"

28"

8'

6 #8 REABAR

W/ 12" HOOK

5 #4 STIRRUPS

2 PLACED W/I 5" OF

TOP OF COLUMN

1 PLACED W/I 8"

OF TOP OF FOOTING

8'

8'28"

28"

11 #4 REBAR

EACH WAY

48"

12"

22"

6'

6 #6 BARS

W/ 9" HOOK

6 #4 STIRRUPS

2 PLACED W/I 5" OF

TOP OF COLUMN

1 PLACED W/I 6"

OF TOP OF FOOTING

6'

6'22"

22"

8 #4 REBAR

EACH WAY

3"

2"

2"

3" 61 2"61

2"

16"

16"

3"

2"

2"

3" 91 2"91

2"

22"

22"

4"

4"

12"

12"

12"12"

28"

28"

1-B,1-E,1-F, 6-A, 6-B, 6-E, 6-F 1-C, 1-D, 6-C, 6-D 2-F, 3-A, 3-F, 4-F, 4-A, 5-A, 5-F

48"

12"

6'

6 #8 REABAR

W/ 12" HOOK

5 #4 STIRRUPS

2 PLACED W/I 5" OF

TOP OF COLUMN

1 PLACED W/I 8"

OF TOP OF FOOTING

6'

6'22"

2"

8 #4 REBAR

EACH WAY

2"

48"

12"

34"

8'

8 #8 REABAR

W/ 12" HOOK

5 #4 STIRRUPS

2 PLACED W/I 5" OF

TOP OF COLUMN

1 PLACED W/I 8"

OF TOP OF FOOTING

8'

8'

11 #4 REBAR

EACH WAY

4"

34"

4"4"

2"141

4"81 4"

34"

4"

8"

4"

8" 123

4"

3"3"4"

4"

9"133 4"

4"

9"

9"

22"

2-A 1-A

8"

6"

4"

16" X 34" DIA DOWEL

@ 12" O.C.

1/2"

3/4"

1/2"2"

6"

8"

1/2"

3/4"

1/2"2"

4"

3"

15"

#4 REBAR @ 9" 0.C.

EACH WAY

ELEVATION 3381' 7 3

4 "

1'

TOPSOIL

ASPHALT

3"

4'

8'

6"

8"

15" BASECOURSE

10 MIL VAPOR

BARRIER

WIRE MESH

4" EXPANSION BOARD

SLAB

FOOTER

3" ASPHALT

8"

6"

4'

3'

3"

2"

1" MIN.

1" WIDE RED REFLECTOR TAPE

8"Ø STD. GALV. SCH. 40

STEEL POST (PAINT SAFETY YELLOW)

FILL PIPE W/CONC.

F'C = 3000 PSI. (MIN.)

CONCRETE COLLAR

F'C =3000 PSI. (MIN)

1'-8"

ROUND OR SQUARE

RETAINING WALL DETAIL

CONSTRUCTION JOINT CONTRACTION JOINT

CONCRETE SLAB TO EXTERIOR DETAIL

ISOLATION JOINT

BOLLARD DETAIL

D

G

F

E

10 MIL VAPOR BARRIER

10 MIL VAPOR BARRIER

NOTES: 1. 6"X6"X10G WIRE MESH.

2. 34" MINUS BASE COURSE IAW MT PUBLIC

WORKS SECTION 02235 SPECIFICATION PLACED IN 4"

LIFTS, MINIMUM 95% COMPACTION.

3. 58" MINUS ASPHALT, 93-97% COMPACTION

REQUIRED.

4. NATURAL MATERIAL REPLACED IN 6" LIFTS,

MINIMUM 95% COMPACTION.

5. MODIFIED PROCTOR USED FOR BASECOURSE

AND NATURAL MATERIAL. 50 BLOW MARSHALL TEST

USED FOR ASPHALT

JOINT SEALANT

2" BACKER ROD

15'

15'

15'

15'

15'

15'

15'-71 2" 15'-71

2" 15'-71 2" 15'-71

2"15'-71 2" 15'-71

2" 15'-71 2"

NOTES:

BROOM FINISH.

ISOLATION JOINTS AROUND

ALL COLUMNS

DOWEL @12" O.C

FINISH FLOOR ELEVATION:

3382' 6 1/4"

TROUGH ELEVATION:

3382' 2 3/4"

15'-71

S-4

F S-4

E S-4

SLAB LEGEND

CONSTRUCTION JOINTS

CONTRACTION JOINTS

DOWEL, 34" D, 16" L

SLOPE, MIN 1%

2 " BLACK IRON GAS LINE

25'

60'

5'

THERMOSTAT

T T

NOTES:

HEATERS/EXHAUST FANS PLACED AT 22'

HEATERS HUNG WITH UNI-STRUT

LEGEND

GAS LINE

NG INFRARED TUBE

MECHANICAL EQUIPMENT SCHEDULE

TYPE DESCRIPTION CAPACITIES ELECTRICAL

100K BtuH 120V

EXHAUST FAN 800 CFM @0" SP 1/25HP,120V,1-PH

SIDEWALL VENTING KIT 4" N/A N/A

N/A N/A

18" X 18" LOUVER 779 CFM N/A

NG INFRARED TUBE HEATER

ELSTER AL-425 TC-10 METER WITH

TEMPERATURE COMPENSATOR

ELSTER I813C PRESSURE REGULATOR

1'-117 8"

6-1/16"

6"

6"

ISOLATION JOINT

#4 REBAR

6"6" 18"

14"

36"

24"

1" 2" O.C.

6"

2"

2"

44" 36"

2"

2"

2"

2"

8"

2"

26"

2"

2"X2"X1

4" ANGLE IRON

2"

2" 2"

2"

8"

3"

8"

2"

10"10"

2"

36"

6" 6" 6"

TRENCH DRAIN CROSS SECTIONA

TRENCH DRAIN DETAIL

SUMP PIT DETAIL SUMP PIT CROSS SECTIONB DRAIN TO SUMP PIT SECTIONC

NOTES: 1. 1/3 HP SUBMERSIBLE SUMP PUMP, SENSOR ROD SWITCH, 1 1/2" DISCHARGE NPT, 31 FT MAX HEAD

2. TRENCH DRAIN GRATE RATED FOR HEAVY EQUIPMENT , 326PSI

3. SUMP PIT GRATE RATED FOR HEAVY EQUIPMENT, MAX RECOMMENDED LOAD OF 12,400 PSF W/12' SPAN

C M-3

B M-3

NOTE:

6" POST INDICATOR VALVE

NOTE:

MAIN LINE CONNECTION

COORDINATES:

N = 1196068.54

E = 1554190.52

EXIT SIGN COMBO

8-5/32"H X19-1/4"W,NICD LED

PENDANTHIGH BAY INDUCTION 125W INDUCTION

E

WALL

UNIVERSAL

150W INDUCTIONWALL PACK

WALL PACK 42W WALL

METALLIC WARNING TAPE 6" WIDE

CONDUCTIVE AND INDUCTIVE

NATIVE BACKFILL 85% COMPACTION

PLACED IN LAYERS NOT TO EXCEED 8"

CONCRETE

NOTES:

HIGH BAY INDUCTION LIGHTS HUNG AT 22'

WITH UNI-STRUT

CONTACTOR COIL IS 120V

SURFACE REPAIRED TO PRIOR STATE

MODIFIED PROCTOR USED FOR NATIVE BACKFILL

E

P

E

PHOTOCELL

S

S

CONTACTOR

STUB UP 2"

4" 157' RIGID PVC

THATS CONNECTED TO SECTIONALIZER

6'

6'

45 KVA 120/208 TRANSFORMER

DUCTBANK DETAIL

P

All OUTLET

PROTECTED BY

GFCI BREAKER

DEDICATED SUMP PUMP OUTLET

DEDICATED AIR COMPRESSOR DISCONNECT

NOTE:COVERS ARE PROTECTED

ON EXTERIOR OUTLETS

EXHAUST FAN

HEATER

SUB PANEL 1,3,5 SUB PANEL 2,4,6

SUB PANEL 7,9,11

1 2

6,8

SUB PANEL

13,15,17

DISCONNECT

NUMBER REFERS TO CIRCUIT

SCHEDULE