1081_XQPZ 15 0106 AS BUILT PDF SET.pdf

CADET

CATM

BCT

CEMETERY

EISENHOWER

GOLF COURSE

WASTE TREATMENT PLANT

COMMUNITY CENTER

SERVICE AND

PINE VALLEY HOUSING

DOUGLASS VALLEY HOUSING

HOSPITAL

OFFICERS'

SENIOR OFFICERS'

HOUSING

GE AND FERL

AIRFIELD

ROD AND GUN CLUB

SUPPLY AREA

VISITOR CENTER

NONPOTABLE

RESERVOIR #4

NONPOTABLE

RESERVOIR #3

NONPOTABLE

RESERVOIR #2

NONPOTABLE

RESERVOIR #1

POTABLE

RESERVOIR #1

POTABLE

RESERVOIR #2

POTABLE

RESERVOIR #4

POTABLE

RESERVOIR #3

KETTLE LAKES

RECREATION AREA

THUNDERBIRD

AIRMAN

AIRFIELD

OPERATIONS

EQUESTRIAN

CENTER

VOQ

CLUB

OVERLOOK #2

OVERLOOK #3

ACA

DEM

Y D

RIV

E

NOR

TH

GATE

BLV

D

A C A D E M Y

D R

IV

E

INTERIOR DRIVE

ACAD

EMY

DRIV

E

CROSS

DRIV

E

PARAD

E LOO

P

STAD

IU

M

BLVD

COMMUNITY CENTER DRIVE

PINE DRIVE

SO

U

TH

GATE BLVD

SOUTH ENTRANCE

NORTH ENTRANCE

S

TA

D

IU

M

B

LV

D

STADIUM

INTERQUEST PKWY

BRIARGATE

PKWY

NORTHGATE ROAD

FIE

LD

H

OU

SE

D R.

CADET DRIVE

CADET DRIVE

AREA

ATHLETIC

FIELDS

DEADMAN'S LAKE

FAMCAMP

FALCON

AUTO AND

WOOD CRAFTS

FIRE ROAD 701

PLANT #1

PLANT #3

PLANT #2

CITY TREATMENT PLANT

PI

NE

D

RI

VE

JACK'S VALLEY ROAD

MUNITIONS

STORAGE AREA

CONTRACTOR

STAGING AREA

HEAT PLANT

AOG

PREP SCHOOL

AIR ACADEMY

HIGH SCHOOL

DOUGLASS VALLEY

ELEMENTARY

SOUTH GATE

NORTH GATE

MAIN

AUXILIARY

AIRFIELD

AARDVARK

BASE CIVIL ENGINEERS

BLDG 8120

BASE CONTRACTING

BLDG 8110

OVERLOOK

IN

TE

RI

O R D

RI

VE

ACADEMY DRIVE

OVERLOOK #1

BLDG 8486 PASS AND

REGISTR. FACILITY

J a c k s

V a l l e y

R o a d

CONTRACTOR STAGING AREA

(CONTRACTOR TO COORDINATE LOCATION OF STAGING

AREA, TRAFFIC CONTROL PLAN DURING CONSTRUCTION,

LIMITATIONS ON HOURS AND DATE OF ACTIVITY, AND

DESIGNATED WORKER PARKING AREAS WITH CONTRACTING

OFFICER PRIOR TO COMMENCEMENT OF ANY WORK.)

NOTE:

COMMERCIAL VEHICLES MUST USE THE SOUTH GATE

PROJECT

LOCATION

DWG NO.

USAFA Project No:

G-001

DRAWING INDEX

DRAWING TITLE

COVER

USAFA - RPR/ CONSTRUCT JACK'S

VALLEY KITCHEN

SCALE:1"=2000'-0"

0 2000'2000' 1000'

NN

= ACCESS ROUTE

Sheet

ID

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1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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AS100 ARCHITECTURAL SITE PLAN

A-100 FIRST FLOOR PLAN

A-101 FIRST FLOOR DEMO & NEW

A-200 ELEVATIONS & SECTIONS

A-500 DETAILS

M-001 MECHANICAL LEGEND

M-101 MECHANICAL PLAN

M-601 MECHANICAL DETAILS & SCHEDULES

P-401 ENLARGED PLUMBING PLAN

P-601 PLUMBING DETAILS & SCHEDULES

E-001 LEGEND & GENERAL NOTES

E-101 KITCHEN POWER PLAN

E-601 SCHEDULES & DIAGRAMS

XQPZ 15-0106

1.

2.

3.

4.

5.

6.

7.

ANY WELDING, CUTTING, BRAZING, SOLDERING OR OPEN FLAME MUST HAVE A

BURN PERMIT ISSUED FOR THE SPECIFIC WORK AREA IN WHICH WORK IS TO

BE PERFORMED CONTACT THE FIRE PREVENTION SECTION AT 719-333-4433

FIRE EXTINGUISHERS MUST BE KEPT ON HAND AROUND HEAT PRODUCING

EQUIPMENT AT ALL TIMES.

FLAMMABLE AND COMBUSTIBLE MATERIAL MUST BE STORE SAFELY WHEN

NOT IN USE AND DURING OPEN FLAME OPERATIONS.

WORK SITE MUST BE KEPT NEAT, ALL DEBRIS HAULED AWAY FROM THE SITE

ON A DAILY BASIS OR MORE FREQUENTLY AS NEEDED.

SMOKING IS NOT ALLOWED IN OR AROUND THE WORK SITE. COORDINATE A

DESIGNATED SMOKING AREA AS NECESSARY.

ALL EMERGENCY REPORTING ON THE ACADEMY: DIAL 911.

CONTACT FIRE DEPARTMENT AT 719-333-2051 FOR ASSISTANCE.

FIRE PROTECTION NOTES

DATE: _________________

AS-BUILT DRAWING

6/26/2019

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UNITED STATES

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OUTLINE OF CONCRETE PAD

CONCRETE PAD

WALL

ASPHALT

D R

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A

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A

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T

BENCHMARK: BM6

HEADWALL

EXISTING STORM GRATE

RIM=6719.65

15" CMP INV=6716.99

C

O

N

C

R

E

T

E

GRAVEL

GRAVEL

JACK'S VALLEY BCT KITCHEN

BLDG

SANITARY SEWER MANHOLE

RIM=6716.60

A-500

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING BOLLARD

EXISTING SANITARY SEWER MANHOLE

EXISTING FIBER OPTIC BOX

EXISTING TRANSFORMER

EXISTING POWER POLE

FO

T

EXISTING BUILDING LINE

EXISTING STORM SEWER LINE

EXISTING WATER LINE

EXISTING TELEPHONE LINE

EXISTING ELECTRIC LINE

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

LEGEND

N

0 5' 10' 20'

SCALE 1" = 10'-0"

ARCHITECTURAL SITE PLAN

GENERAL NOTES

1.

2.

CONTRACTOR TO REMOVE EXISTING GRAVEL AT NEW SIDEWALK

LOCATIONS AS REQUIRED TO INSTALL NEW SIDEWALKS. STOCKPILE

GRAVEL FOR REUSE. REINSTALL GRAVEL FOLLOWING INSTALLATION OF

NEW SIDEWALKS AND RAKE TO PROVIDE SMOOTH CONTINUOUS GRAVEL

SURFACE BETWEEN SIDEWALKS AND AT NORTH AND SOUTH SIDES OF

SIDEWALK ENTRY AREA.

RECONDITION EXISTING SUB-GRADE BENEATH NEW CONCRETE SIDEWALK

TO A 12" DEPTH. SCARIFY AND RE-COMPACT TO 95% PROCTOR

KEY NOTES

EXISTING TEMPORARY INTERLOCKING RUBBER MATS TO BE REMOVED AND

STORED. COORDINATE W/ CONTRACTING OFFICE.

NEW 6'-0" WIDE CONCRETE SIDEWALK TO BE INSTALLED IN APPROX. CURRENT

LOCATION OF TEMPORARY RUBBER MATS. ALIGN SIDEWALK W/ 6'-0" OPENING

OF DBL H.M. DOORS @ EACH LOCATION AND EXTEND TO EXISTING CONCRETE.

PARKING SURFACE PERPENDICULAR TO FACE OF BUILDING. MATCH EXISTING

ELEVATIONS OF CONCRETE ON EAST AND WEST TERMINATIONS. FIELD ADAPT

TO PROVIDE SMOOTH TRANSITION. ALL CONCRETE SIDEWALKS TO BE 5" THICK

W/ 1.4x1.4WWF @ MID-POINT. CONTROL JOINTS @ 10' - 0" O.C.

EXISTING LOCATION OF 2 JERSEY BARRIERS TO BE RELOCATED.

NEW LOCATION OF RELOCATED JERSEY BARRIERS. ALIGN BACK EDGE OF

BARRIERS WITH EDGE OF CONCRETE.

PROVIDE STEEL GRATE OVER CONCRETE DRAINAGE PAN BENEATH SIDEWALK.

SEE DETAIL 2/A-500.

PROJECT KEY PLAN

XQPZ 15-0106

AREA OF WORK

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S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

A

S D

W G

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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DATE: _________________

AS-BUILT DRAWING

6/26/2019

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WH

A-200

A-101

A-200

KITCHEN

NORTH

SERVING

AREA

SOUTH

SERVING

AREA

WATER

ENTRY

ROOM

RESTROOM

HALL

107 106

SCALE 1/8" = 1'-0"

FIRST FLOOR PLAN

1. SEE A-101 FOR DEMOLITION & NEW WORK IN KITCHEN 101

KEY NOTES

NEW CONCRETE SIDEWALK. SEE AS-100

EXISTING CONCRETE TO REMAIN

4'0 8' 16'

N

PROJECT KEY PLAN

XQPZ 15-0106

AREA OF WORK

GENERAL NOTES

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S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

A

D

W G

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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DATE: _________________

AS-BUILT DRAWING

6/26/2019

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WH

ECJ

ECJ

ECJ

CJCJCJCJCJ

CJCJCJ

CJ

CJ

CJ

1'-0"

2'-0"

6722.08

EXISTING

THRESHOLD

6722.11

EXISTING F.F.

6722.08

EXISTING

THRESHOLD

6722.07

EXISTING

THRESHOLD

6722.07

EXISTING

THRESHOLD

6722.11

EXISTING F.F.

6722.12

EXISTING F.F.

AAAA

B

C

AAAAAA

C

D

C

1 1

1 1 1 1 1

107 106

109108

WATER

ENTRY

ROOM

RESTROOM

KITCHEN

ECJ

4'-7"

5'-7"

ECJECJECJ

ECJECJECJECJECJ

CJCJ

WH

1'-0"

2'-0"

CONTROL

JOINTS

6722.04 TOP

6721.68 INV

6721.26 TOP

6721.16 INV

6722.09 TOP

6721.75 INV

6722.10 TOP

6721.65 INV

6722.09 TOP

6721.64 INV

6722.07 TOP

6721.62 INV

6722.07 TOP

6721.04 INV

6721.65 INV

6722.10 TOP

6722.11 TOP

6721.60 INV

6721.68 INV

6722.13 TOP

6721.64 INV

6722.09 TOP

6721.56 INV

6722.07 TOP

6721.57 INV

6722.08 TOP

6722.082

THRESHOLD

6722.082

THRESHOLD

SW WALL

6722.56

T.O.W.

6722.11

F.F.

NE WALL

6722.63

T.O.W.

6722.07

F.F.

SE WALL

6722.56

T.O.W.

6722.11

F.F.

6722.044

THRESHOLD

6721.62 INV

6722.07 TOP

6721.61 INV

6722.06 TOP

6721.61 INV

6722.06 TOP

6721.79 INV

6722.09 TOP

NW WALL

6722.69

T.O.W.

6722.12

F.F.

107 106

109108

WATER

ENTRY

ROOM

RESTROOM

KITCHEN

SCALE 1/4" = 1'-0"

ENLARGED KITCHEN PLAN - NEW

SCALE 1/4" = 1'-0"

ENLARGED KITCHEN PLAN - DEMO

0 2' 4' 8'

0 2' 4' 8'

PROJECT KEY PLAN

XQPZ 15-0106

AREA OF WORK

N

N

DEMOLITION GENERAL NOTES

1.

2.

SABER CONTRACTOR TO DISCONNECT & MOVE EXISTING KITCHEN

EQUIPMENT TO NORTH & SOUTH AREAS (SEE A-100, ROOMS 105 & 106)

DURING REPAIR OF CONCRETE SLAB IN KITCHEN AREA. UPON COMPLETION

OF CONCRETE REPAIR, CONTRACTOR TO REINSTALL AND CONNECT ALL

EXISTING KITCHEN EQUIPMENT.

T.O.W. ELEVATION IS TOP OF CONCRETE FOUNDATION WALL.

NEW CONSTRUCTION LEGEND

A

B

C

D

SPOT ELEVATION KEY

DRAIN INLET

SURFACE

ELEVATION

6,721.81

6,721.05

6,721.18

6,721.98

HIGH POINT

6721.97'

6722.07'

DEMOLITION KEY NOTES

SAW CUT CONCRETE SLAB CONTINUOUS @ PERIMETER OF DEMOLITION

AREA INDICATED. HOLD SAW CUT LINE 12" OFF OF EXISTING WALLS

HATCH AREA INDICATES CONCRETE SLAB TO BE REMOVED. FLOOR DRAINS

TO BE REMOVED. CONTRACTOR TO PRESERVE AND PROTECT UNDER-SLAB

WASTE LINES FOR REUSE (SEE PLUMBING). EXISTING CONCRETE SLAB IS

10" THICK WITH W4.0xW4.0 WWF @ CENTER

DEMOLITION LEGEND

EXISTING 10" CONCRETE SLAB TO BE REMOVED

CJ

EXISTING CONTROL JOINT

CONTROL JOINT

DIRECTION OF DOWNWARD SLOPE

NEW CONCRETE

ECJ

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1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

A

D

W G

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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NEW CONSTRUCTION GENERAL NOTES

NEW CONTORL JOINT SPACING TO ALIGN WITH EXISTING &

REMAINING CONTROL JOINTS.

ENTIRE CONCRETE FLOOR OF ROOM 101 KITCHEN TO BE

REFINISHED WITH GRAY 100% SOLID CYCLOALIPHATIC EPOXY

FLOOR PAINT, MINIMUM 9.5 MIL FINISHED THICKNESS. PREP BOTH

NEW AND EXISTING CONCRETE PER MANUFACTURER'S

INSTRUCTIONS. BASIS OF DESIGN IS PERFORMANCE EPOXY-COAT.

(WWW.EPOXY-COAT.COM)

PROVIDE ADDITIONAL DEMO OF EXISTING 1200 SF CONCRETE

FLOOR WHICH IS APPROXIMATELY 10" THICK IN LIEU OF 6"

THICK AS INDICATED ON THE DRAWINGS

3.

DATE: _________________

AS-BUILT DRAWING

6/26/2019

PROVIDE COMPACTED FILL MATERIAL OR ADDITIONAL

CONCRETE MATERIAL FOR INSTALATION OF NEW 6"

CONCRETE FLOR WHERE OLD 10" FLOOR WAS DEMLOSHED

PROVIDE ADDITIONAL STEAM KETTLE TRENCH LOCATION

THAT IS CENTERED 80" FROM CENTER OF WALL, IN LIEU OF

64" AS INDICATED ON DRAWINGS.

1.

2.

3.

4.

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AIR FORCE ACADEMY

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UNITED STATES

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First

Floor100' -

0"

First Floor

100' - 0"

EQUIPMENT PLATFORM

113' - 0"

KITCHEN

NORTH

SERVING

AREA

SOUTH

SERVING

AREA

SCALE 1/4" = 1'-0"

EAST ELEVATION @ KITCHEN

SCALE 1/4" = 1'-0"

SECTION THRU KITCHEN

0 2' 4' 8'

0 2' 4' 8'

GENERAL NOTES

1. SABER CONTRACTOR TO DISCONNECT & MOVE EXISTING KITCHEN

EQUIPMENT TO NORTH & SOUTH AREAS (SEE A-100, ROOMS 105 & 106)

DURING REPAIR OF CONCRETE SLAB IN KITCHEN AREA. UPON COMPLETION

OF CONCRETE REPAIR, CONTRACTOR TO REINSTALL AND CONNECT ALL

EXISTING KITCHEN EQUIPMENT

KEY NOTES

EXISTING KITCHEN EXHAUST FANS

EXISTING CONCRETE JERSEY BARRIERS TO BE RELOCATED. SEE AS-100

NEW KITCHEN HOOD AT NEW 80 GAL. TILT KETTLES TO BE INSTALLED BY

SABER CONTRACTOR. SEE MECH.

ALL-THREAD HOOD SUPPORTS

EXISTING SHIPS LADDER ACCESS TO EQUIPMENT PLATFORM

EXISTING OVERHEAD COILING DOOR ENCLOSURE

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1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

A

D

W G

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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V A

L L

T

C H

E N

E L

E V

A T

I O

C

T I O

N S

A-200

G

L

E A

V I N

E S

G

L

E A

V I N

E S

G

L

E A

V I N

E S

J

C

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T

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U I L

T

DATE: _________________

AS-BUILT DRAWING

6/26/2019

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AIR FORCE ACADEMY

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UNITED STATES

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4'-0"

A-500

A-500

10'-0"

HANDRAILS ADDED PER

SOW REVISION# 2

3 JANUARY 2019

4" 4"

6719.83

6721.19 6721.0

A-500

3A

A-500

3B

6719.83

LOW POINT OF CONCRETE

DRAIN PAN (SOUTH SIDE)

HIGH POINT OF CONCRETE DRAIN PAN BEYOND.

PROVIDE CROSS SLOPE @ 1/4" / 1'-0" (NORTH SIDE)

5" CONCRETE

SIDEWALK (TYP.)

1.4x1.4 WWF (TYP.)

#5 REBAR EACH SIDE

A B

1"

A

WELD 3" NELSON STANDARD STUD

ANCHOR TO STEEL ANGLE @ 45° 12" O.C.

(TYP. BOTH SIDES)

1"x1" STEEEL EDGE ANGLE SET DOWN 1" FROM FINISHED SIDEWALK

ELEVATION FOR McNICHOLS MSR-100 GRATE (1"x4" OPENING)

B

1/2" x 1-1/2" FLAT HEAD MACHINE SCREW BRASS OR

ELECTRO-GALV. FINISH 12" O.C. (TYP. BOTH SIDES)

STEEL ANGLE DRILLED AND TAPPED FOR SCREW

DRILL CONCRETE TO ALLOW SCREW

TO EXTEND 1/2" INTO CONCRETE

SCALE 1/2" = 1'-0"

CONCRETE DRAIN PAN/GRATE PLAN

SCALE 1" = 1'-0"

CONCRETE DRAIN PAN SECTION

0 1/2' 1' 2' 0 1' 2' 4'

SCALE 6" = 1'-0"

GRATE ATTACHMENT DETAIL

GENERAL NOTES

1. FIELD VERIFY EXACT LOCATION OF STORM DRAIN INLET GRATE AND SET

ALIGNMENT OF NEW CONCRETE DRAIN PAN OPENING TO ENSURE

UNIMPEDED DRAINAGE FLOW TO STORM INLET

Sheet

ID

Sheet

D e s i g n e r

R e v i e w e r

F i m e

D r a f t e r

S u b m i t t e r

D r a w i n g

D a t e

A F

A

P r o j e c t

M g r

A o j e c t

M g r

S y m b R e v i s i o n s A d d e n d a

D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

A

D

W G

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

U S

A F

A

P r o j e c t

N o

X

Q P

Z

R P

R

C

O N

S T

R U

C

K S

V A

L L

T

C H

E N

D E

T A

I L

S

A-500

G

L

E A

V I N

E S

G

L

E A

V I N

E S

G

L

E A

V I N

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A s

S h o w n

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S

W

V

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I O

A

S U

I

DATE: _________________

AS-BUILT DRAWING

6/26/2019

2. PROVE APPROXIMATE 10'-0 SECTION OF

HANDRAILS ON EACH SIDE OF SIDEWALK AT STORM

DRAIN LOCATION TO PROTECT FOOT TRAFFIC FROM

DROP-OFFS IN EXCESS OF 8".

3. HANDRAILS TO BE 1-2/3" X SCHEDULE 40

GALVANIZED STEEL TUBING THAT IS 42" HIGH WITH

INTERMEDIATE RAIL AND VERTICAL SUPPORT EVERY 36"

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AIR FORCE ACADEMY

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UNITED STATES

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FFE

Ø

V

W

VTR

TYP.

UNO

T&P

SAN

S.A.

T.A.

R.A

I.E.

N.I.C.

O.A.

M

AD

AD

M

VD

DHW

DN

(E)

E.A.

DCW

BOP

BAS

ADA

AFF

R

20/12

PA

s

ARROWS INDICATE DIRECTION

OF THROW

RETURN/EXHAUST GRILLE:

GRILLE SYMBOL - SEE SCHEDULE

B

12"Ø

(TYP 2)

A

CHWS

GS

WCO

WH

FD

FCO

WF

F

HPS

CD

MPS

LPS

F F

SUPPLY DIFFUSER:

NECK SIZE

DIFFUSER SYMBOL - SEE SCHEDULE

DESIGN AIRFLOW (CFM)

QUANTITY FOR ROOM OR SPACE

FLARED SPIN-IN FITTING

W/ MANUAL VOLUME DAMPER

DUCTWORK

TRANSFER AIR OPENING

OPPOSED BLADE DAMPERS

PARALLEL BLADE DAMPERS

UNIT HEATER (HORIZONTAL)

POWER OR GRAVITY ROOF

VENTILATOR - EXHAUST (ERV)

RECTANGULAR DUCT (1ST FIGURE, SIDE

SHOWN 2ND FIGURE, SIDE NOT SHOWN)

ACOUSTICAL LINING (DUCT

DIMENSIONS FOR NET FREE AREA)

DIRECTION OF FLOW

DUCT SECTION (SUPPLY)

DUCT SECTION (EXHAUST/RETURN)

INCLINED RISE (R) OR DROP (D)

(ARROW IN DIRECTION OF FLOW)

TRANSITIONS

TRANSITION: ROUND TO RECTANGULAR

STANDARD BRANCH FOR RECTANGULAR

SUPPLY OR RETURN DUCT

SPLITTER DAMPER

MANUAL VOLUME DAMPER

MOTOR OPERATED DAMPERS

ACCESS DOOR (AD)

DYNAMIC FIRE DAMPER:

CLASS I SMOKE DAMPER

CLASS I COMBINATION

FIRE/SMOKE DAMPER

RADIANT DAMPER

REHEAT COIL

TURNING VANES

FLEXIBLE CONNECTION

ROUND DUCT SYMBOL

FLAT OVAL DUCT SYMBOL

FLEXIBLE DUCT

REFRIGERANT STRAINER

THERMOSTATIC EXPANSION VALVE

GLOBE VALVE

O, S, & Y GATE VALVE W/SUPERVISORY SWITCH

GATE VALVE

CHECK VALVE

HOSE GATE VALVE

PLUG VALVE OR BALANCING COCK

NEEDLE VALVE

STRAINER

RELIEF VALVE

MOTOR OPERATED CONTROL VALVE (2-WAY)

MOTOR OPERATED CONTROL VALVE (3-WAY)

TEMPERATURE REGULATING VALVE

SOLENOID VALVE

PRESSURE REDUCING VALVE

FLOAT VALVE

BUTTERFLY VALVE

BALL VALVE

BALANCING VALVE

BOILER BLOW DOWN VALVE - SLOW OPENING

BOILER BLOW DOWN VALVE - FAST OPENING

CALIBRATED BRONZE BALANCING VALVE

AMERICANS WITH DISABILITIES ACT

ABOVE FINISHED FLOOR

BUILDING AUTOMATION SYSTEM

BOTTOM OF PIPE

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOWN

EXISTING

EXHAUST AIR

FINISHED FLOOR ELEVATION

INVERT ELEVATION

NOT IN CONTRACT

OUTSIDE AIR

RETURN AIR

SANITARY

SUPPLY AIR

TRANSFER AIR

TEMPERATURE & PRESSURE

TYPICAL

UNLESS NOTED OTHERWISE

VENT

VENT THROUGH ROOF

WASTE

LOW PRESSURE STEAM (0-15 PSI)

MEDIUM PRESSURE STEAM (15-50 PSI)

HIGH PRESSURE STEAM (ABOVE 50 PSI)

CONDENSATE DRAIN

F & T TRAP

THERMODYNAMIC TRAP

BUCKET TRAP

THERMOSTATIC TRAP

FLOAT TRAP

DOMESTIC COLD WATER

DOMESTIC HOT WATER

RECIRCULATING DOMESTIC HOT WATER

SANITARY SEWER

VENT

ACID WASTE

ACID VENT

WALL FAUCET

WALL HYDRANT

CLEAN OUT

FLOOR DRAIN

WALL CLEAN OUT

INSTRUMENTATION PIPING

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

GLYCOL CHILLED WATER SUPPLY

GLYCOL CHILLED WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

COMPRESSED AIR

FIRE LINE

SEE TEMPERATURE CONTROL DRAWINGS FOR ADDITIONAL LEGEND

HEATINGVALVES & FITTINGS

F

S

FS

R

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS SET OF

DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS

SHEET.

3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF THE FOLLOWING

SYMBOL .

4. NOT ALL SYMBOLS SHOWN ON THIS LEGEND ARE NECESSARILY USED ON THE

FOLLOWING SHEETS.

5. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR INSTALLATION. FIELD VERIFY ALL

DIMENSIONS PRIOR TO INSTALLATION.

U

UNDERCUT DOOR

MEDIUM TEMPERATURE HOT WATER SUPPLY

MEDIUM TEMPERATURE HOT WATER RETURN

MAKE-UP WATER

STORM DRAIN PIPING

DEIONIZED WATER

DISTILLED WATER

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

HELIUM

HYDROGEN

DE

DW

FOR

FOR

FOV

HE

H

INDUSTRIAL COLD WATER

ICW

INDUSTRIAL HOT WATER RETURN

IHR

INDUSTRIAL HOT WATER SUPPLY

IHW

LIQUID NITROGEN

LN

LIQUID OXYGEN

LOX

LIQUID PETROLEUM GAS

LPG

NITROUS OXIDE

NO

NITROGEN

N

OXYGEN

OX

PNEUMATIC TUBE RUN

PN

VACUUM

VAC

VACUUM PUMP DISCHARGE

VPD

BRINE RETURN

BR

BRINE SUPPLY

RL

RS

REFRIGERANT LIQUID

REFRIGERANT SUCTION

PB

N

S

HEAVY LINE INDICATES NEW

LIGHT LINE INDICATES EXISTING

POINT OF CONNECTION OF NEW TO EXISTING

TEMPERATURE SENSOR

NIGHT SETBACK THERMOSTAT

PUSH BUTTON

MISCELLANEOUS SYMBOLS

TEMPERATURE CONTROLS

MISCELLANEOUS PIPING

REFRIGERATION

PLUMBING

ABBREVIATIONS

GENERAL NOTES:

HGB

HOT GAS BYPASS

AS

AMMONIA SUCTION

AR

AMMONIA RELIEF

AL

AMMONIA LIQUID

AD

AMMONIA DISCHARGE

RD

REFRIGERANT DISCHARGE

AUTOMATIC FLOW CONTROL VALVE

DIRECTION OF FLOW ARROW

V F

D

VARIABLE FREQUENCY DRIVE (VFD)

MOTOR STARTER

OCCUPANCY SENSOR

HUMIDITY SENSOR

SUPPLY DIFFUSER

SLOT TYPE

OR

STRAINER W/VALVE, HOSE END & CAP

PC PUMPED CONDENSATE

MPC

LPC

LOW PRESSURE CONDENSATE

MEDIUM PRESSURE CONDENSATE

HPC

HIGH PRESSURE CONDENSATE

MU BOILER FEEDWATER

HIGH TEMPERATURE HOT WATER SUPPLY

HIGH TEMPERATURE HOT WATER RETURN

LOW TEMPERATURE HOT WATER SUPPLY

LOW TEMPERATURE HOT WATER RETURN

HWS

HWR

GLYCOL HEATING WATER SUPPLY

GLYCOL HEATING WATER RETURN

GS

GR

DUAL TEMPERATURE WATER SUPPLY

DUAL TEMPERATURE WATER RETURN

H/C S

H/C R

BOILER BLOW-DOWNBBD

HIGH PRESSURE GASHG

MEDIUM PRESSURE GASMG

MEDIUM PRESSURE GASG

DCW

DHW

DHWR

SAN

V

AW

MU

CD

CONDENSATE DRAIN

SD

GR

CHWR

A

BS

TRIPLE OFFSET ROTARY VALVE

ANCHOR

EXPANSION JOINT, SLIDING, W/ANCHOR

EXPANSION JOINT, BELLOWS

PIPE GUIDE

ELBOW

TEE

ELBOW DOWN

ELBOW UP

TEE DOWN

TEE UP

CAP

UNION

PIPE INCREASER/DECREASER

FLANGE

BLIND FLANGE

AIR VENT

FLOW SWITCH

VENTURI FLOW METER

PRESSURE/TEMPERATURE TAP

PRESSURE GAUGE

WATER HAMMER ARRESTOR

HOSE CONNECTION W/CAP

GEOTHERMAL WATER SUPPLY

GEOTHERMAL WATER RETURN

GWS

GWR

EQUIPMENT TAG

OR

XXX

RHC

REHEAT COIL

CBR

CBS

CHILLED BEAM SUPPLY

CHILLED BEAM RETURN

EVAPORATOR SUPPLY

EVAPORATOR RETURN

Sheet

ID

Sheet

D e s i g n e r

R e v i e w e r

F i l e

N a m e

D r a f t e r

S u b m i t t e r

D r a w i n g

D a t e

A F

A

P r o j e c t

M g r

A o j e c t

M g r

S y m b R e v i s i o n s A d d e n d a

D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

M

M

L G

D

W G

M-001

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

SCHENDT

ENGINEERING

CORPORATION

CONSULTING ENGINEERS

* PH. (719) 637-8850 *

sec@secengr.com

2912 BEACON ST. COLORADO SPRINGS, CO 80907

X Q

Z

J A

C K

L

L E

Y

K

I T

C H

E N

U S

A F

A

C

O N

S T

R U

C T

R

E P

A I R

M E

C H

A N

I C

G

E N

D

K

M

E R

O L A

K

M

E R

O L A

K

M

E R

O L A

M

N A

T

H

A R

V E

Y

J

Y

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N G

G

L E

A V

I N

E S

A

S B

U I L T

DATE: _________________

AS-BUILT DRAWING

6/26/2019

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XXX

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XX-XX

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HTHWS

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HTHWR

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MTHWS

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MTHWR

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CS

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CR

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ES

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ER

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AIR FORCE ACADEMY

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14'-6"

GENERAL NOTES

Sheet

ID

Sheet

D e s i g n e r

R e v i e w e r

F i l e

N a m e

D r a f t e r

S u b m i t t e r

D r a w i n g

D a t e

A F

A

P r o j e c t

M g r

A o j e c t

M g r

S y m b R e v i s i o n s A d d e n d a

D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

M

M

F P

D

W G

M-101

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

SCHENDT

ENGINEERING

CORPORATION

CONSULTING ENGINEERS

* PH. (719) 637-8850 *

sec@secengr.com

2912 BEACON ST. COLORADO SPRINGS, CO 80907

X Q

J A

C K

L

L E

Y

K

I T

C H

E N

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A F

A

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E P

A I R

M E

C H

A N

I C

A

N

K

M

E R

O L A

K

M

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M

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O L A

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KEYPLAN

KEYNOTES

DATE: _________________

AS-BUILT DRAWING

6/26/2019

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KITCHEN

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SERVING AREA

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SERVING AREA

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WALK-IN COOLER

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EF

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%%UL-1

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EF

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(BELOW)

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EF

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(ABOVE)

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(ABOVE)

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EF

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(BELOW)

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MAU

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EH

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EF

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MECH CONTROLS

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8/8 BELOW 16/16 ABOVE

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26/26 BELOW 20/20 ABOVE

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20/20 BELOW

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20/20 BELOW

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EPO

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ANSUL CABINET

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UP

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SCALE:1/8"=1'

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MECHANICAL PLAN

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1. NOT ALL DUCTWORK, PIPING, AND ACCESSORIES ARE NECESSARILY NOT ALL DUCTWORK, PIPING, AND ACCESSORIES ARE NECESSARILY SHOWN ON THIS DRAWING, BUT WHAT WAS DEEMED NECESSARY TO SHOW INTENT OF WORK INVOLVED IN THIS PROJECT. REFER TO ALL OTHER PLANS, SECTIONS, DETAILS, SCHEDULES AND SPECIFICATIONS FOR COMPLETE SYSTEM REQUIREMENTS. 2. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF ANY WORK, AND SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE ACTUAL FIELD CONDITIONS. 3. COORDINATE ALL PENETRATIONS OF FLOOR, ROOF, WALLS, ETC. COORDINATE ALL PENETRATIONS OF FLOOR, ROOF, WALLS, ETC. WITH GENERAL CONTRACTOR. ALL PENETRATIONS THROUGH FIRE/SMOKE RATED CONSTRUCTION SHALL BE SEALED WITH A FIRE RATED CAULK EQUAL TO OR EXCEEDING THE CONSTRUCTION FIRE RATING. 4. PROVIDE ACCESS DOORS OR OTHER MEANS OF APPROVED ACCESS PROVIDE ACCESS DOORS OR OTHER MEANS OF APPROVED ACCESS TO ALL FIRE DAMPERS AND FIRE/SMOKE DAMPERS. ACCESS DOORS SHALL BE LABELED ON THE ACCESS DOOR AND ON THE CEILING BELOW. 5. PROVIDE AND INSTALL BALANCING DAMPER AT EACH BRANCH PROVIDE AND INSTALL BALANCING DAMPER AT EACH BRANCH TAKE-OFF OF SUPPLY AND EXHAUST AIR SYSTEMS. PROVIDE AND INSTALL BALANCING DAMPER AT EACH BRANCH TAKE-OFF OF RETURN SYSTEMS WHERE INDICATED. CLARIFICATION PER SOW REVISION#1 6 JULY 2018: ONLY 2 NEW BALANCING DAMPERS FOR NEW LOAD. 6. MOUNT SPACE TEMPERATURE SENSORS, THERMOSTATS, OCCUPANCY MOUNT SPACE TEMPERATURE SENSORS, THERMOSTATS, OCCUPANCY SENSORS, AND REMOTE CONTROL DEVICES WITH CENTERLINE AT 46” AFF UNLESS OTHERWISE INDICATED. AFF UNLESS OTHERWISE INDICATED. 7. COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE ROOF COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE ROOF ACCESS FOR MAINTENANCE OF ROOFTOP MECHANICAL EQUIPMENT. 8. PROVIDE BALANCING REPORT IN ACCORDANCE WITH THE 2015 PROVIDE BALANCING REPORT IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL MECHANICAL CODE. SUBMIT TO THE ARCHITECT FOR FINAL APPROVAL. PROVIDE BALANCING REPORT TO INSPECTOR AT TIME OF HEATING FINAL INSPECTION. CLARIFICATION PER SOW REVISION#1 6 JULY 2018: BALANCING TO BALANCING TO BALANCING TO BE PERFORMED ON NEW EQUIPMENT & ASSOCIATED EXHAUST, NOT EXISTING EQUIPMENT. 9. DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH THE DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH THE SPECIFICATIONS AND SECTION 603.9 OF THE 2015 EDITION OF THE INTERNATIONAL MECHANICAL CODE, 10. MANY AREAS OF CONSTRUCTION ARE VERY CONGESTED. MANY AREAS OF CONSTRUCTION ARE VERY CONGESTED. INSTALLATION OF MATERIALS AND EQUIPMENT SHALL BE COORDINATED WITH ALL TRADES TO ENSURE THAT THERE IS ADEQUATE ROOM FOR ALL MATERIALS AND EQUIPMENT TO BE INSTALLED UNDER THIS CONTRACT. INSTALLATION OF MATERIALS AND EQUIPMENT WHICH DOES NOT ALLOW FOR INSTALLATION OF REMAINING MATERIALS AND EQUIPMENT WILL BE REMOVED AND RELOCATED AT NO COST TO THE OWNER. IN GENERAL, PREFERENCE SHALL BE GIVEN TO THE INSTALLATION OF LARGER COMPONENTS FIRST (i.e. VAV BOXES, DUCTWORK, CABLE TRAY, HYDRONIC PIPING, SPRINKLER PIPING AND CONDUIT RESPECTIVELY.)

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AIR FORCE ACADEMY

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UNITED STATES

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NO SCALE

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UP

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AREA OF WORK

EXTEND EXISTING STAINLESS STEEL DUCTWORK FROM MEZZANINE LEVEL ABOVE TO NEW HOOD AND MAKE FINAL CONNECTION. REPLACE EXISTING WOOD SUPPORTS WITH STEEL SUPPORTS. RESPONSE TO RFI 007: EXISTING PATCHES APPEAR TO BE USED FOR INSPECTION & CLEANING SO SHOULD REMAIN.

2 SECTION VIEW HOOD DETAIL

86"

PER RFI 006

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D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

M

S

C H

D

W G

M-601

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

SCHENDT

ENGINEERING

CORPORATION

CONSULTING ENGINEERS

* PH. (719) 637-8850 *

sec@secengr.com

2912 BEACON ST. COLORADO SPRINGS, CO 80907

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KITCHEN HOOD SCHEDULE

MARK H-1

TYPE II

SERVICE

MANUFACTURER

MODEL

DIMENSIONS

WIDTH (IN)

LENGTH FRONT TO BACK (IN)

HEIGHT (IN)

MOUNTING HEIGHT ABOVE FLOOR (IN)

AIRFLOW (CFM)

STATIC PRESSURE DROP (INWC)

DUCT COLLAR DATA

QUANTITY

DUCT CONNECTION (IN)

AIR VELOCITY (FPM)

WEIGHT (LB)

REMARKS:

REMARKS:

DATE: _________________

AS-BUILT DRAWING

6/26/2019

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EXHAUST RISER

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HANGING ANGLE

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EQUIPMENT

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SCALE: 1/2" = 1'-0"

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EXHAUST DUCT

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(E) UTILITY WALLUTILITY WALL

AutoCAD SHX Text SCREW IN HALOGEN BULB, HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE

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CEILING

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AIR FORCE ACADEMY

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UNITED STATES

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TYPE II

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STEAM KETTLES

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ACCUREX

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XD2

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SEE REMARK #3

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SEE REMARK #3

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2250 TO HOOD W/1125 TO EACH COLLAR

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1. SITE ELEVATION = 6725'

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2. EQUIVALENT MANUFACTURERS: GREENHECK, CAPTIVEAIRE.

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3. MATCH BOTH HEIGHT & MOUNTING HEIGHT OF ADJACENT HOOD

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4. PROVIDE WITH FAN START/STOP CONTROL SWITCH MOUNTED ON HOOD.

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5. PROVIDE WITH TWO INCANDESCENT LIGHT FIXTURES.

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6. UL LISTING: UL 710 W/OUT EXHAUST FIRE DAMPER

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7. PROVIDE 430 SS CONSTRUCTION

UPDATED PER SOW REVISION#1 6 JULY 2018

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KEYPLAN

GENERAL NOTES

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ID

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S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

P

P

F P

D

W G

P-401

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

SCHENDT

ENGINEERING

CORPORATION

CONSULTING ENGINEERS

* PH. (719) 637-8850 *

sec@secengr.com

2912 BEACON ST. COLORADO SPRINGS, CO 80907

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NEW WORK KEYNOTES

DEMOLITION KEYNOTES

DATE: _________________

AS-BUILT DRAWING

6/26/2019

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WC-1

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WCO

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GWH

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FCO

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4"FS-1FS-1

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2"FS-1FS-1

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3"FS-1FS-1

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WCO

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PROPANE WATER HEATER

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WCO

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4"PVC INTAKE AND EXHAUST PIPING

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MAU

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MSB-1

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TWO WAY GRADE CLEANOUT

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3"FD 6722.04 TOP 6721.08 INV

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3" TRENCH DRAIN 6721.26 TOP 6721.16 INV

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6722.09 TOP 6721.79 INV

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6722.08 TOP 6721.57 INV

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4"FS-1 FS-1 (TYP)

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3"FD 6722.09 TOP 6721.75 INV

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6722.10 TOP 6721.65 INV

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6722.09 TOP 6721.64 INV

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6722.07 TOP 6721.62 INV

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6722.07 TOP 6721.56 INV

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4"FS-1FS-1

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6722.06 TOP 6721.61 INV

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6722.06 TOP 6721.61 INV

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6722.07 TOP 6721.62 INV

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6722.09 TOP 6721.64 INV

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4"FS-1FS-1

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6722.13 TOP 6721.68 INV

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6722.10 TOP 6721.65 INV

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(TYP)

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(TYP)

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UP

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PROPANE WATER HEATER

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4"PVC INTAKE AND EXHAUST PIPING

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MAU

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TWO WAY GRADE CLEANOUT

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ENLARGED PLUMBING DEMOLITION PLAN

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NO SCALE

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1. THE PLUMBING WORK SHALL BE PERFORMED IN STRICT THE PLUMBING WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE BASE BUILDING SPECIFICATIONS AND WITH THE 2015 INTERNATIONAL PLUMBING CODE AS WELL AS LOCAL CODES THAT MAY APPLY. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. 2. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH THE INSTALLATION. 3. INVERT ELEVATIONS AND EXACT LOCATIONS OF ALL EXISTING INVERT ELEVATIONS AND EXACT LOCATIONS OF ALL EXISTING UTILITIES SHALL BE VERIFIED BEFORE PROCEEDING WITH NEW WORK. 4. NO CHANGES SHALL BE MADE TO PLUMBING LAYOUT WITHOUT NO CHANGES SHALL BE MADE TO PLUMBING LAYOUT WITHOUT WRITTEN PERMISSION BY THE ARCHITECT OR ENGINEER. 5. NO PIPING SHALL RUN EXPOSED IN FINISHED AREAS. NO PIPING SHALL RUN EXPOSED IN FINISHED AREAS. 6. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR PAYING RELATED FEES. 7. ROUGHING DIMENSIONS OF FLOOR SINKS MUST BE COORDINATED ROUGHING DIMENSIONS OF FLOOR SINKS MUST BE COORDINATED WITH THE GENERAL CONTRACTOR. 8. SANITARY WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT SANITARY WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON. USE HUB & SPIGOT FITTINGS BELOW GRADE AND NO-HUB FITTINGS ABOVE GRADE. 9. DOMESTIC WATER SUPPLY PIPING INSIDE THE BUILDING SHALL BE DOMESTIC WATER SUPPLY PIPING INSIDE THE BUILDING SHALL BE TYPE “L” HARD DRAWN COPPER. L” HARD DRAWN COPPER. HARD DRAWN COPPER. 10. INSULATE ALL WATER PIPING AS SPECIFIED ON THE “PLUMBING INSULATE ALL WATER PIPING AS SPECIFIED ON THE “PLUMBING PLUMBING INSULATION SCHEDULE”. . 11. PROVIDE DIELECTRIC FITTINGS OR COUPLINGS WHEREVER DISSIMILAR PROVIDE DIELECTRIC FITTINGS OR COUPLINGS WHEREVER DISSIMILAR METALS ARE JOINED. 12. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH 150# GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH 150# MALLEABLE IRON THREADED FITTINGS. 13. ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ACCESS PANEL LOCATIONS WITH THE GENERAL CONTRACTOR. 14. INSTALL CLEANOUTS AS REQUIRED TO CLEAR EQUIPMENT AND INSTALL CLEANOUTS AS REQUIRED TO CLEAR EQUIPMENT AND FIXTURES. 15. ALL WORK SHALL BE PROPERLY TESTED, BALANCED, CLEANED, AND ALL WORK SHALL BE PROPERLY TESTED, BALANCED, CLEANED, AND DISINFECTED.

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AIR FORCE ACADEMY

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UNITED STATES

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ENLARGED PLUMBING NEW WORK PLAN

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AutoCAD SHX Text PROVIDE RELOCATED GAS PIPING ABOVE EQUIPMENT POWER OUTLETS AS REQUIRED. COORDINATE MOUNTING WITH EXISTING DOMESTIC WATER PIPING. COORDINATE CONCRETE FLOOR REPLACEMENT AND FLOOR SLOPE WITH GC AND PROVIDE NEW FLOOR SINK AT THIS LOCATION. VERIFY EXISTING WASTE INVERT PRIOR TO LOWERING CONNECTION. COORDINATE CONCRETE FLOOR REPLACEMENT AND FLOOR SLOPE WITH GC AND PROVIDE NEW FLOOR DRAINS IN NEW FORMED CONCRETE TRENCH DRAIN. VERIFY EXISTING WASTE INVERT PRIOR TO LOWERING CONNECTION. PROVIDE BALL VALVE AND FLEXIBLE CONNECTIONS TO STEAM KETTLES PER MANUFACTURER. REFER TO ARCHITECTURAL PLANS FOR NEW ELEVATION. PROVIDE BALL ISOLATION VALVE AND FLEXIBLE WATER CONNECTIONS TO STEAM KETTLES PER MANUFACTURER.

REMOVE AND RELOCATED EXISTING GAS PIPING ABOVE EQUIPMENT POWER OUTLETS. COORDINATE MOUNTING WITH EXISTING DOMESTIC WATER PIPING. SAWCUT FLOOR AND PROVIDE NEW FLOOR SINK AT THIS LOCATION. VERIFY EXISTING WASTE INVERT PRIOR TO MAKING CONNECTION. PATCH FLOOR TO MATCH EXISTING. EXISTING CONCRETE FLOOR TO BE REMOVED. PROTECT WASTE PIPING FROM CONSTRUCTION DEBRIS AS REQUIRED.

Sheet

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D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

P

S

C H

D

W G

P-601

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

SCHENDT

ENGINEERING

CORPORATION

CONSULTING ENGINEERS

* PH. (719) 637-8850 *

sec@secengr.com

2912 BEACON ST. COLORADO SPRINGS, CO 80907

X Q

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PLUMBING FIXTURE SCHEDULE

TAG DESCRIPTION FIXTURE ACCESSORIES CONNECTIONS

MANF

MODEL

MANF

MODEL

W V

CW

HW

LP GAS PIPING RISER DIAGRAM

CONNECTED GAS LOAD SCHEDULE

EXISTING LOAD

TOTAL ACTUAL

BRANCH INPUT INPUT INPUT TOTAL TOTAL

LINE SIZE CAPACITY CAPACITY CAPACITY STANDARD ACTUAL

MARK DESCRIPTION

QUANTITY

(IN) (MBH @ SL) (MBH @ SL) (MBH @ ALT) (CFH @ SL) (CFH @ ALT) REMARKS

34A,B,C

(N) TILTING KETTLES 3 1 150 450

TOTAL LOAD

2,104

REMARKS:

DATE: _________________

AS-BUILT DRAWING

6/26/2019

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AIR FORCE ACADEMY

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UNITED STATES

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FS-1

AutoCAD SHX Text FLOOR SINK: 12X12X4 DEEP SANITARY FLOOR SINK WITH TYPE 304 STAINLESS STEEL BODY CONSTRUCTION, HEAVY DUTY TOP FRAME & GRATE, STAINLESS STEEL DOME BOTTOM STRAINER, AutoCAD SHX Text

ZURN

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Z1749-HD

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PROSET

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TRAP GUARD

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2", 3", 4" SEE DWGS

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FCO

AutoCAD SHX Text FLOOR CLEANOUT: DUCO CAST IRON FLOOR CLEANOUT WITH SQUARE ADJUSTABLE GASKETED NICKEL BRONZE TOP, REMOVABLE GAS TIGHT GASKETED BRONZE CLEANOUT PLUG.

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JR SMITH

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FD-1

AutoCAD SHX Text FLOOR DRAIN: DUCO CAST IRON FLOOR DRAIN, REVERSIBLE FLASHING COLLAR, AND ADJUSTABLE SQUARE HEEL PROOF NICKEL BRONZE STRAINER.

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JR SMITH

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PROSET

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TRAP GUARD

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2", 3", 4" SEE DWGS

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EXTERIOR GRADE

AutoCAD SHX Text PRESSURE REDUCING VALVE WITH INLET PRESSURE OF 5 PSI AND OUTLET PRESSURE SET AT 11" W.C.

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SHUT-OFF VALVE

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NO SCALE

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DWH

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GWH-1

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(E) DOMESTIC WATER HEATER

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AutoCAD SHX Text 1.25

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(E) BOOSTER HEATER

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(E) TILTING SKILLETS

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(E) TILTING SKILLETS

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1. ACTUAL INPUT BASED ON MANUFACTURER'S DERATE

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2. PROJECT ALTITUDE (FT)=

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3. GAS PRESSURE (PSIG)=

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4. PRESSURE FACTOR=

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5. BAROMETRIC PRES (PSI)=

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6. CONTRACTOR TO CORDINATE INCREASED GAS LOAD AND PRESSURE WITH UTILITY COMPANY,

COMPLETE FORMS, AND PROVIDE LABOR AND MATERIALS AS REQUIRED.

ONE - LINE SYMBOLS

ABB DESCRIPTION

A AMPERE

AC ALTERNATING CURRENT

ACB AIR CIRCUIT BREAKER

AF AMPERE FRAME, FUSE

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AIC AMPS INTERRUPTING CAPACITY

AL ALUMINUM

ANN ANNUNCIATOR

ARF ABOVE RAISED FLOOR

AS AMMETER SWITCH

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

BFF BELOW FINISHED FLOOR

BRKR BREAKER

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CATV CABLE TELEVISION

CCTV CLOSED-CIRCUIT TELEVISION

CER COMMUNICATIONS EQUIPMENT

ROOM

CKT CIRCUIT

CO/COR CONTRACTING

OFFICER/CONTRACTING OFFICERS

REPRESENTATIVE

CPT CONTROL POWER TRANSFORMER

CR CONTROL RELAY

CRS COATED RIGID STEEL

CT CURRENT TRANSFORMER

DACT DIGITAL ALARM COMMUNICATION

TRANSMITTER

DIA DIAMETER

DC DIRECT CURRENT

DIV DIVISION

Δ DELTA CONNECTED

EC ELECTRICAL CONTRACTOR

EES EARTH ELECTRODE SYSTEM

EMH ELECTRICAL MANHOLE

EMT ELECTRICAL METALLIC TUBING

ENT ELECTRICAL NONMETALLIC TUBING

EOL END OF LINE RESISTOR

EPO EMERGENCY POWER OFF

EWC ELECTRIC WATER COOLER

F.O. FIBER OPTIC

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

FDR FEEDER

FLR FLOOR

FMCS FACILITY MONITORING & CONTROL

SYSTEM

FVNR FULL VOLTAGE NONREVERSING

FVR FULL VOLTAGE REVERSING

G GROUND

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GFR GROUND FAULT RELAY

GRC GALVANIZED RIGID CONDUIT

HH HANDHOLE

HID HIGH-INTENSITY DISCHARGE

HOA HAND-OFF-AUTO

IAW IN ACCORDANCE WITH

ICCB INSULATED CASE CIRCUIT BREAKER

IMC INTERMEDIATE METALLIC CONDUIT

I/O INPUT-OUTPUT

JB JUNCTION BOX

K KEY INTERLOCK

KA KILOAMPERE

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LAN LOCAL AREA NETWORK

LPS LIGHTNING PROTECTION SYSTEM

LV LOW VOLTAGE

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCCB MOLDED CASE CIRCUIT BREAKER

MCER MAIN COMMUNICATIONS EQUIPMENT

ROOM

MCP MOTOR CIRCUIT PROTECTOR

MFR MANUFACTURER

MH MANHOLE

MLO MAIN LUGS ONLY

MTD MOUNTED

MTS MANUAL TRANSFER SWITCH

MUX MULTIPLEXER

N NEUTRAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NP NAMEPLATE

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED,OWNER

INSTALLED

OHP OVERHEAD PROJECTOR

OL OVERLOAD RELAY

P PHASE, POLE, OR POWER

PA PUBLIC ADDRESS

Ø PHASE

PLC PROGRAMMABLE LOGIC

CONTROLLER

PB PUSH BUTTON

PF POWER FACTOR

PIN PERSONAL IDENTIFICATION NUMBER

PIV POST INDICATOR VALVE

PNL PANEL

PTZ PAN/TILT/ZOOM

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RCPT RECEPTACLE

REF REFERENCE DIMENSION FROM

ARCHITECTURAL DRAWINGS

(ELEVATION OF FIRST FLOOR)

RM ROOM

RQD REQUIRED

RVNR REDUCED VOLTAGE…