46 - Example SABER Design Intent Drawing Set Level 1_20 Nov.pdf

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CONTRACT NO.: FA486120D0008

TASK ORDER NO.: FA486120F0354

ISSUE DATE:

NELLIS AIR FORCE BASE, NEVADA

RKMF170097

CONSTRUCT VISITOR CONTROL CENTER B697

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DRAWING INDEX

SHEET NUMBER SHEET NAME

GENERAL

G-000 COVER PAGE

C-002 GENERAL CIVIL NOTES

CIVIL

CD101 EXISITNG CONDITIONS AND DEMOLITION PLAN

CS101 CIVIL SITE PLAN

CU101 UTILITY PLAN

STRUCTURAL

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

A-101 FIRST FLOOR PLAN

A-602 FINISH SCHEDULE & LEGEND

FIRE PROTECTION

PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

P-101 PLUMBING FIRST FLOOR PLAN

MECHANICAL

M-001 MECHANICAL LEGEND & ABBREVIATIONS

M-002 MECHANICAL GENERAL NOTES

M-101 MECHANICAL FLOOR PLAN

ELECTRICAL

E-001 ELECTRICAL LEGEND & SYMBOLS

EL101 ELECTRICAL LIGHTING FLOOR PLAN

EP101 ELECTRICAL POWER FLOOR PLAN

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND & ABBREVIATIONS

T-101 TELECOMMUNICATIONS FLOOR PLAN

LEVEL 1 DESIGN SUBMITTAL

T-601 TELECOMMUNICATIONS OSP RISER DIAGRAM

G-003 HAUL ROUTE AND STORAGE SITE

NELLIS AIR FOCE BASE

PROJECT SITE

HAUL ROUTE

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PLAN NORTH

NTS3 STATE OF NEVADA

NTS2 NELLIS AIR FORCE BASE

NTS1 PROJECT SITE

US Army Corps of Engineers ®

LEVEL 1 DESIGN SUBMITTAL

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CONTRACTOR

ACCESS AT

AREA 2 GATE

Las Vegas Blvd N. H wy 604

E. Minot Ave

El lsw or th

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PROJECT SITE

HAUL ROUTE VIA

ELLSWORTH AVE

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C-002

GENERAL CIVIL DEMOLITION NOTES

1. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR TO

CONSTRUCTION PER PROJECT SPECIFICATIONS. PROCEED WITH EXTREME

CAUTION WHEN EXCAVATING.

2. BEFORE DEMOLISHING ANY UTILITY, THE CONTRACTOR SHALL ENSURE THAT

THERE IS AN ACTIVE LINE TO REPLACE THE FUNCTION OF THE UTILITY BEING

REMOVED IF SERVICE IS FOR OCCUPIED FACILITIES.

3. CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONTRACTING OFFICER OF

ANY UNFORESEEN UTILITY CONFLICTS AS SOON AS DISCOVERED.

4. CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT

PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL. BEFORE CONNECTING

PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL

ENSURE THAT THE EDGE OF EXISTING PAVEMENT IS STRAIGHT AND UNIFORM

PRIOR TO RE-PAVING.

GENERAL CIVIL NOTES

1. EXISTING CONDITIONS INFORMATION IS BASED ON A TOPOGRAPHICAL AND

PHYSICAL DESIGN SURVEY PROVIDED BY: DIAMONDBACK LAND SURVEYING,

CONDUCTED IN JANUARY-FEBRUARY 2021.

2. EXISTING SURFACE INFORMATION, IMPROVEMENTS, APPURTENANCES, AND

ABOVE-GRADE CONSTRUCTION AS SHOWN ON THESE PLANS IS BASED ON

THE FIELD SURVEY REFERENCED ABOVE. UNDERGROUND UTILITY LINEWORK

SHOWN IS BASED ON DOCUMENTATION AND GIS INFORMATION PROVIDED BY

NELLIS AFB, AS WELL AS UTILITY LOCATES PERFORMED PRIOR TO FIELD

SURVEY. DISCREPANCIES MAY EXIST BETWEEN FIELD-SURVEYED SURFACE

UTILITY STRUCTURES AND THE UNDERLYING UTILITY LINEWORK.

CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

3. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN NEVADA TO SURVEY

PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT

REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE

DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL

SUPPLY CERTIFIED CONTROL POINT DATA TO THE CONTRACTING OFFICER

PRIOR TO DEMOLITION ACTIVITIES AND AFTER COMPLETION OF

CONSTRUCTION.

4. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET CD101.

5. TOTAL DISTURBED ACREAGE = ± 0.97 AC

6. THE CONTRACTOR SHALL COMPLETE AND FILE AF 103 DIG PERMIT AND SHALL

ALSO CONTACT NEVADA 811 CALL BEFORE YOU DIG.

7. A GEOTECHNICAL INVESTIGATION WAS COMPLETED AND A REPORT

PROVIDED FOR THE PROJECT SITE BY UNIVERSAL ENGINEERING SCIENCES,

DATED MARCH 22, 2021.

8. THERE ARE NO KNOWN WETLANDS OR STREAMS WITHIN 200 FT OF THE

PROJECT SITE.

9. ALL NEW AND EXISTING PAVEMENTS USED BY THE CONTRACTOR DURING

CONSTRUCTION SHALL BE REPLACED AS NEEDED TO THE SATISFACTION OF

THE GOVERNMENT AT NO ADDITIONAL COST.

10. CONTRACTOR ACCESS TO NELLIS AFB IS RESTRICTED TO GATE(S) AS SHOWN.

CONTRACTOR SHALL COORDINATE WITH NELLIS AFB FOR REQUIREMENTS.

11. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE OR EXCESS SOIL MATERIALS, OR

OTHER CONSTRUCTION DEBRIS ARE NOT AVAILABLE ON NELLIS AFB FOR THE

CONTRACTOR'S USE. DISPOSAL MUST BE PROVIDED BY THE CONTRACTOR AT

LAWFUL CONTRACTOR-PROVIDED SITES OFF GOVERNMENT-CONTROLLED

LANDS.

12. CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS PRIOR TO START

OF WORK TO AVOID DAMAGE TO EXISTING UTILITIES AND/OR SITE FEATURES.

CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES

DESIGNATED TO REMAIN THROUGHOUT CONSTRUCTION. ANY DAMAGE TO

EXISTING UTILITIES AND/OR SITE FEATURES CAUSED BY THE CONTRACTOR

SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT NO COST TO THE GOVERNMENT. ANY DAMAGE BY

CONTRACTOR SHALL BE REPORTED IMMEDIATELY AND SENT TO THE

CONTRACTING OFFICER. AS DETERMINED BY THE CONTRACTING OFFICER,

THE CONTRACTOR CAN BE ORDERED TO IMMEDIATELY REPAIR DAMAGE

CAUSED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING

OFFICER AT NO COST TO THE GOVERNMENT.

13. ALL CONTRACTOR TRAFFIC MUST STAY ON DESIGNATED HAUL ROUTE

ROADWAYS AT ALL TIMES WHILE TRAVELING TO AND FROM THE PROJECT

SITE. AT NO TIME SHALL THE HAUL ROUTE BECOME A PARKING/STAGING

AREA FOR ANY CONTRACTOR VEHICLES OR EQUIPMENT.

14. AREAS FOR CONTRACTOR USE ARE RESTRICTED TO THOSE LOCATIONS

SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING, SECURITY,

FIELD OFFICE AND OTHER REQUIREMENTS AS PROVIDED IN THE

SPECIFICATIONS. AREAS SHALL BE RESTORED TO PRE-EXISTING CONDITION

UPON COMPLETION OF THE PROJECT.

15. CONTRACTOR SHALL PROTECT ALL PAVEMENTS AND EXISTING UTILITIES

DESIGNATED TO REMAIN FROM ALL HEAVY EQUIPMENT. PROVIDE TRAFFIC

CONTROL MEASURES PER PROJECT SPECIFICATIONS.

16. ANY ITEMS WHICH ARE DAMAGED AND NEED TO BE REPLACED SHALL MEET

THE PROJECT SPECIFICATION REQUIREMENTS FOR THE APPLICABLE

MATERIALS OR SYSTEM AT NO ADDITIONAL COST TO THE GOVERNMENT.

17. CONTRACTOR SHALL PREPARE AND SUBMIT A CONSTRUCTION PHASE

TRAFFIC CONTROL PLAN TO NELLIS AFB PERSONNEL FOR APPROVAL PRIOR

TO CONSTRUCTION.

18. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING

ANY LAND DISTURBING ACTIVITIES OR DEMOLITION.

19. THE LIMITS OF CONSTRUCTION AS SHOWN ON THE CONTRACT PLANS SHALL

NOT BE ADJUSTED WITHOUT PRIOR APPROVAL FROM THE CONTRACTING

OFFICER.

20. ALL MATERIALS WHICH ARE REMOVED AND NOT TO BE REUSED OR SALVAGED

SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE

REMOVED FROM GOVERNMENT PROPERTY.

21. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA

IMMEDIATELY SURROUNDING THE SITE WHICH AFFECT OPERATIONS ARE

CONTINUALLY AND EFFECTIVELY DRAINED DURING ALL PHASES OF

CONSTRUCTION.

22.SURPLUS MATERIAL OR OTHER SOIL MATERIAL NOT REQUIRED OR SUITABLE

FOR FILLING OR BACKFILLING SHALL BE REMOVED FROM THE PROJECT SITE

AND DISPOSED OF IN AN APPROVED DISPOSAL AREA BY THE CONTRACTOR.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST WATER

DAMAGE, DUST MIGRATION, AND SOIL EROSION PER PROJECT CONTRACT

DOCUMENTS AND NELLIS AFB REQUIREMENTS.

2. ALL BUILDING DIMENSIONS SHALL BE CHECKED AND COORDINATED WITH THE

ARCHITECTURAL PLANS.

3. PAVEMENT MARKING SHALL BE PAINTED ON PAVEMENT AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MUTCD STANDARDS AND SPECIFICATIONS.

GENERAL CIVIL UTILITY NOTES

1. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING

UTILITIES PRIOR TO CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES THAT POTENTIALLY

HAVE EXISTING UTILITIES ON-SITE AND DETERMINE APPLICABLE REQUIREMENTS.

2. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS

SHALL BE IN COMPLIANCE WITH PROJECT CONTRACT DOCUMENTS AND NELLIS

AFB REQUIREMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CIVIL SITE

WORKS ACROSS ALL DISCIPLINES ASSOCIATED WITH THE PERFORMANCE OF

THIS PROJECT.

4. ANY EXISTING UTILITY STRUCTURES AND/OR APPURTENANCES WHICH ARE IN

THE AREA OF CONSTRUCTION AND WHICH WILL REMAIN SHALL BE ADJUSTED TO

FINAL GRADE.

GENERAL CIVIL GRADING AND DRAINAGE NOTES

1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THE PROJECT

SPECIFICATIONS.

2. CONTRACTOR SHALL MARK, AND PROTECT WITH FENCE, ALL BENCHMARKS

DESIGNATED TO REMAIN.

3. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER.

4. ALL SPOT ELEVATIONS SHOWN ARE FINISHED GRADE, UNLESS NOTED

OTHERWISE.

5. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE

BEEN INSTALLED AND PERMITS OBTAINED PER PROJECT CONTRACT DOCUMENTS

AND NELLIS AFB REQUIREMENTS.

6. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL SURFACE RUNOFF

DURING CONSTRUCTION.

7. CONTRACTOR SHALL BLEND ALL NEW EARTHWORK SMOOTHLY TO TRANSITION

BACK TO EXISTING GRADE.

8. PROPOSED CONTOURS SHOWN IN ROADWAYS, DRIVEWAYS AND SIDEWALKS

REFLECT THE FINISHED ELEVATIONS OF THE ASPHALT AND CONCRETE.

LEVEL 2 DESIGN SUBMITTAL

PROJECT LIMITS

SWAAB BLVD.

D U

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SITE ACCESS

PROJECT LIMITS

A1 EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1" = 20' 20' 40'0

NORTH

PLAN

SHEET KEYNOTES

1. REMOVE AND DEMOLISH APPROXIMATELY 107 LF OF EXISTING BASE

PERIMETER WALL

2. INSTALL TEMPORARY PERIMETER FENCE BEFORE DEMOLITION OF

EXISTING BASE PERIMETER WALL

3. REMOVE EXISTING BOULDER(S) AS NECESSARY FOR NEW CONCRETE

WALK CONSTRUCTION

4. RELOCATE EXISTING BENCHES AS NECESSARY

1. NO SURVEY OR EXISTING CAD FILES WERE PROVIDED. UTILITY

INFORMATION PROVIDED BY NELLIS AFB GIS.

GENERAL NOTES

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CD101

LEVEL 1 DESIGN SUBMITTAL

H

VA

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VISITOR

CONTROL

CENTER

PROJECT LIMITS

±94.71'

86' MIN.

±92'

86' MIN.

±3 5'

' M

IN

SWAAB BLVD.

D U

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LAYDOWN AREA

EXISTING BASE

PERIMETER WALL

EXISTING BASE

PERIMETER WALL

SITE ACCESS

8'

5'

PROJECT LIMITS

A1 CIVIL SITE PLAN

SCALE: 1" = 20' 20' 40'0

NORTH

PLAN

SHEET KEYNOTES

1. NEW PERIMETER WALL (REFER TO STRUCTURAL PLANS)

2. TEMPORARY PERIMETER FENCE

3. CONCRETE SIDEWALK

4. SCREEN WALL (REFER TO ARCHITECTURAL PLANS)

1. NO SURVEY OR EXISTING CAD FILES WERE PROVIDED. UTILITY

INFORMATION PROVIDED BY NELLIS AFB GIS.

GENERAL NOTES

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CS101

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VISITOR

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CENTER

100LF SANITARY SEWER

51.1LF SANITARY SEWER

23.1LF SANITARY SEWER

251.8LF WATER

18.9LF FIRE LATERAL

28.1LF WATER

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

W W

E E E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

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SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

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SAN SAN SAN

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CO

CO

S

CO

M

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CO

M

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CO

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CO

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CO

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CO

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CO

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COMM

COMM

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C O

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C O

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C O

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C O

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C O

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C O

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C O

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C O

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COMM COMM COMM

C

C

C

C

COMM HH

213A

COMM HH

219B

COMM HH

219C

E

E E

EE E E E E E E E E E E E E

E

CO

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

EE E

14.8LF WATER

14.1LF WATER

7 6

223LF

93LF

167LF

100LF SANITARY SEWER

46LF

PROJECT LIMITS

SWAAB BLVD.

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PROJECT LIMITS

EXISTING WATER LINE

132.4LF WATER10LF WATER

E E

COMM

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W W

SAN

EXISTING PROPOSED

COMMUNICATIONS

ELECTRIC/POWER

WATER

SANITARY SEWER

UTILITY LINE LEGEND

C COMM HAND HOLE

TRANSFORMER

EELEC SWITCH

FIRE HYDRANT

WATER FITTING

WATER VALVE

COSEWER CLEANOUT

S SEWER MANHOLE

UTILITY SYMBOL LEGEND

E ELEC MANHOLE

A1 UTILITY PLAN

SCALE: 1" = 20' 20' 40'0

NORTH

PLAN

SHEET KEYNOTES

1. SANITARY SEWER SERVICE

2. WATER SERVICE LINE

3. FIRE HYDRANT

4. SANITARY SEWER CLEANOUT

5. CONNECT SANITARY SERVICE LINE TO EXISTING MANHOLE

6. ELECTRIC SWITCH (REF. SHEET ES601)

7. DUCT BANK (REF. SHEET ES601)

8. TRANSFORMER (REF. SHEET ES601)

9. COMM DUCT BANK (REF. SHEET T-601)

10. ELECTRIC MANHOLE (REF. SHEET ES601)

1. NO SURVEY OR EXISTING CAD FILES WERE PROVIDED. UTILITY

INFORMATION PROVIDED BY NELLIS AFB GIS.

GENERAL NOTES

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LI

S

AI

R

F O

R C

E

BA

SE

VC

B U

IL

D

IN

G

R

KM

F1

AI

R C

O M

BA

T

C O

M M

AN

D

U

TI

LI

TY

P

LA

N

CU101

GENERAL NOTES

THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND

COMPONENTS AND COMPLY WITH ALL REQUIREMENTS ON THE PROJECT

DOCUMENTS. THE PROJECT DOCUMENTS REFERS TO THE DRAWINGS,

SPECIFICATIONS, AND OTHER DOCUMENTS ISSUED BY THE

ARCHITECT/ENGINEER.

CONTRACTOR SHALL WORK WITHIN THE AREA INDICATED IN THE PROJECT

DOCUMENTS AND COMPLY WITH ALL APPLICABLE BUILDING CODES,

REGULATIONS, AND ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT/IN THE

PROJECT AREA SHALL CONTINUE UNINTERRUPTED OCCUPANCY DURING

CONSTRUCTION OF THE PROJECT.

CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND COORDINATE WITH THE

PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK.

CONTRACTOR SHALL COORDINATE THE WORK WITH EQUIPMENT, FURNISHINGS,

AND SYSTEMS PROVIDED BY THE OWNER.

1.

2.

3.

4.

GENERAL NOTES: DIMENSIONS:

DIMENSIONS ARE INDICATED TO THE NORMAL FACE OF CMU WALL, FACE OF

STUD, UNO.

ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED ALL BE STRAIGHT,

TRUE & PLUMB. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE THE

FOLLOWING:

MIN. DIMENSIONS FOR ACCESSIBILITY CLEARANCE & BUILDING CODE

REQUIREMENTS

LARGE SCALE DETAILS

SMALL SCALE DETAILS

ENLARGED VIEWS

FLOOR PLANS AND ELEVATIONS

FLOOR ELEVATIONS ARE INDICATED TO THE TOP OF THE CONCRETE TOPPING

SLAB, UNLESS OTHERWISE NOTED.

VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO

FACE OF FINISHED MATERIAL AT THE DIMENSION POINT (ABOVE FINISH

FLOOR - "AFF").

CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE

OF SUSPENDED CEILING SYSTEM OR FACE OF FINISH MATERIAL AS

SCHEDULED (AFF).

DIMENSIONS SHOWN ON THE DRAWINGS INDICATE THE REQUIRED SIZE,

CLEARANCE, AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS

AND COMPONENTS. DIMENSIONS SHALL NOT BE DETERMINED BY SCALING

THE DRAWINGS.

1.

2.

A.

B.

C.

D.

E.

3.

4.

5.

6.

DEFINITIONS:

"TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE

SYSTEMS SHALL BE PROVIDED FOR EACH OCCURRENCE OF

THE CONDITION.

"SIMILAR" INDICATES TO PROVIDE COMPLETE SYSTEM AND

COMPONENTS COMPARABLE TO THE CHARACTERISTICS OF

DETAIL NOTES AND ADJUSTED FOR SUITABILITY TO ACTUAL

CONDITION.

"ALIGN" MEANS TO PROVIDE FINISHED SURFACES THAT ARE

IN THE SAME PLANE.

1.

2.

3.

WALL SECTION

ELEVATION MARKER

BUILDING SECTION

SECTION NUMBER

SHEET NUMBER

DETAILS

DETAIL NUMBER

SHEET NUMBER

PLAN OR DETAILS NUMBER

SHEET NUMBER

INTERIOR ELEVATION

KEYNOTE

REVISION DELTA

ELEVATION NUMBER

SHEET NUMBER

ENLARGED PLAN AND

DETAIL REFERENCE

SECTION NUMBER

SHEET NUMBER

DOOR TAG

EXTERIOR ELEVATION

ELEVATION NUMBER

SHEET NUMBER

WALL TAG

CEILING TAG

XXX

X

1 Ref

XXX

X

XXX

XX

X'-XX" AFF

X

LEVEL

ELEVATION

VIEW TITLES

SCALE

COLUMN GRID

ROOM NAME &

NUMBER

X

VIEW NAME

1/8" = 1'-0"

WITH SCALE

0 2' 4' 8' 16'

X

X

ROOM NAME

XXX

X

VIEW NAME

N.T.S.X

VIEW NAME

WITHOUT SCALE

NOT TO SCALE

XXX

XXX

XXX

SYMBOL LEGENDS

SAND

RIGID INSULATION

PRECAST CONCRETE

STUCCO

METAL STUD PARTITION

MARBLE

GYPSUM BOARD

GRANULAR MATERIAL

EARTH

CMU

CONCRETE

BATT INSULATION

METAL

LEGEND

RC REINFORCED CONCRETE

RCP REFLECTED CEILING

PLAN

RD ROOF DRAIN

RE: REFER

TO/REFERENCE/SEE

REINF REINFORCE (D) , (ING)

RFBF RADIO FREQUENCY

BARRIER FABRIC

SC SCALE

SECT SECTION

SHT SHEET

SIM SIMILAR

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

ELEV ELEVATION(S)

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FACE/FLOOR

FIN FINISH (ED)

FLR FLOOR (ING)

FND FOUNDATION

AFF ABOVE FINISH

FLOOR

ALT ALTERNATE

ARCH ARCHITECT /

ARCHITECTURAL

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BOT BOTTOM

N NORTH

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

OC ON CENTER (S)

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

PC PRECAST CONCRETE

P.L. PROPERTY LINE

PL PLATE

PLAS PLASTER

PR PAIR

PT POINT

CEM CEMENT

CHNL CHANNEL (S)

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONSTRCONSTRUCTION

CONT CONTINUOUS

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DWG DRAWING

INCL INCLUDE (D) , (ING)

INFO INFORMATION

INSUL INSULATE (ED) , (ION)

INCL INCLUDE (D) , (ING)

INFO INFORMATION

INSUL INSULATE (ED) , (ION)

JST JOIST

JT JOINT

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURE (R)

MIN MINIMUM

MISC MISCELLANEOUS

ABBREVIATIONS

SPEC SPECIFICATION (S)

SQ SQUARE

STL STEEL

STRUC STRUCTURAL

TOC TOP OF CONCRETE

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UNO UNLESS NOTED OTHERWISE

(V) VERTICAL

VB VAPOR BARRIER

WPR WATERPROOF

WR WATER RESISTANT

W/ WITH

FOC FACE CONCRETE

FOS FACE OF STUD

FT FOOT / FEET

FTG FOOTING

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GEN GENERAL

GL GLASS / GLAZING

GR GRADE

GWB GYPSUM WALL BOARD

(H) / HORIZ/ HORIZONTAL

HM HOLLOW METAL

HR HOUR

HT HEIGHT

TYPICAL MOUNTING HEIGHTS:

PHONE / THERMOSTAT / SWITCH / OUTLET / VISUAL ALARM LOCATIONS

SWITCHES @

PUBLIC LOCATIONS

TYPICAL POWER GROUPINGHANDRAILS FOR STAIR/RAMP TYPICAL BRAILLE ROOM SIGN

MIN.

1' - 0"

MIN.

1' - 0"

RAMP 1:12

MAX.

HANDRAIL, 250

FT./LB MIN.

FORCE IN ANY

DIRECTION

BRACKET AT

END CONDITION

LIGHT SWITCH

VISUAL ALARM/

STROBE

THERMOSTAT

LIGHTSWITCH

5"

8" 8"

COMMON POWER

DATA

ISOLATED

GROUND

POWER OR

TELEPHONE

TYPICAL DOOR,

RE: PLANS

ROOM SIGNAGE

LOCATION: HOLD ROOM

SIGN 2" OFF FRAME

UNLESS NOTED

M

IN

2"

COUNTER & UNDERCOUNTER

2' - 0" MAX.

COUNTER

DEPTH

OVER COUNTER

OUTLET

THERMOSTAT6"

LIGHTSWITCH

& DIMMERS

EQUAL EQUAL

TYPICAL POWER & SWITCH GROUPING

BETWEEN DOORS, COLUMNS AND OPENINGS

WALL, COLUMN

OR OPENING

THERMOSTAT

LIGHTSWITCH

& DIMMERS

TYPICAL POWER & SWITCH

GROUPING AT CORNERS

EDGE OF WALL

8" 8"

8"

COMMON

POWER

DATA/ AV

CLUSTER

ISOLATED GROUND

POWER OR TELEPHONE

8" 8"

TYPICAL POWER GROUPING

ABOVE MILLWORK

8" 8"

PROVIDE

GROMMETS

@ EACH GROUP

WORK-SURFACE

8"

TYPICAL POWER GROUPING

BELOW MILLWORK

TYPICAL POWER GROUPING

AT CREDENZAS OR COUNTERS

8"8" 8"

PROVIDE GROMMETS

@ EACH. GROUP

TYPICAL MOUNTING HEIGHT GENERAL NOTES:

1. THESE MOUNTING HEIGHT DRAWINGS SHALL GOVERN

UNLESS OTHERWISE NOTED ON THE DRAWING

PLANS, ELEVATIONS, MILLWORK ELEVATIONS AND

SECTIONS.

2. MOUNTING HEIGHTS FOR THE THERMOSTATS APPLY

WHEN ADJUSTABLE BY ROOM OCCUPANTS. FOR

SENSOR AND NON-ADJUSTABLE THERMOSTATS,

VERIFY WITH MECHANICAL.

3. MOUTNTING HEIGHTS FOR POWER SHALL BE

VERIFIED WITH ELECTRICAL.

UNDER COUNTER

OUTLET

M A

X

BASELINE OF TOP

LINE OF SIGNAGE

TEXT

BASELINE OF

BOTTOM LINE

OF SIGNAGE

TEXT

7"

(NTS) NOT ALL ITEMS ARE IN PROJECT

STEEL COUNTER SUPPORT

BRACKET, 5 FT MAX., BEYONDT

Y P

4" TYP APRON, RE: ELEV

6"

TYPICAL MOUNTING HEIGHTS

D

2 3

C

A

B

D E

S C

R

IP

T

IO

N D

A T

E M

A R

K

SHEET ID

S O

L

IC

IT

A

T

IO

N N

O

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

F

IL

E N

A M

E

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E N

E L

L

IS

A F

B N

E V

A D

A

A

IR

C O

M B

A T

C O

M M

A N

D

IS

S

U E

D A

T E

6 7 8 9 10

E

F

G

A -0

.D W

G

A-001

N E

L L

IS

A

IR

F O

R C

E B

A S

E N

E V

A D

A

V C

C B

U

IL

D

IN

G

R K

M F

A

IR

C O

M B

A T

C O

M M

A N

D

A R

C H

IT

E

C T

U R

A L

S Y

M B

O L S

A

B B

R E

V

IA

T

IO

N S

2 3 4

B

C

D

10' - 8" 22' - 8"

20' - 0"

VESTIBULE

STORAGE

LOBBY

ID PROCESSING

OFFICE

MECH/ELEC.

COMM.

JAN

MEN

WOMEN

B1

A-201

C1

A-201

C1

A-202

B1

A-202 6

53' - 4"

2' - 0" 2' - 0"

16' - 4"

6' - 0" 10' - 0" 4"

3' - 0" 3' - 0" 3' - 7" 15' - 8"

3' - 0" 4' - 6" 2' - 1" 3' - 8" 12' - 0"

6' - 0" 10' - 0" 6' - 8"

2' - 8" 6' - 8"

1' - 8" 3' - 4" 12' - 6" 3' - 4"

8' - 0" 1' - 4" 7' - 0" 1' - 1"

109 108

102A 103A

102B 103B

105106107

10' - 8" 6' - 0" 6' - 8"

B1

A-301

A-502 D3 A-501 D2

A1

A-302

8' - 0" 6' - 8"

2' - 8" 6' - 8"

A1

A-301

A-401

D1

A-501

D3

A-502D2 D1

B1

A-501

D1

B2

A-501

A

A

A B

C

B

8'-0" HIGH BASE

PERIMETER CMU

WALL PER CIVIL

4' - 2" 15' - 10"

8'-0" HIGH BASE

PERIMETER CMU

WALL PER CIVIL

4'-8" HIGH

CMU SCREEN

WALL

S-1

S-4

T-2

S-3

D-1

S-4

D-1

S-4

T-3

TS-1

TS-1 TS-1

CGP

PT-1

RB-1

ACT-1

CGP

PT-1

RB-1

ACT-1

CT-1

PT-1/CT-2

CT-1

PT-2

CT-1

PT-1/CT-2

CT-1

PT-2

CT-1

PT-1/CT-2

CT-1

PT-2

CS

PT-1

RB-1

N/A

CS

PT-1

RB-1

N/A

CGP

PT-1

RB-1

ACT-1

CGP

PT-1

RB-1

ACT-1

CGP

PT-1

RB-1

ACT-1

CR-1

CR-1

CR-1

CR-1

PT-2

PT-2

A-502

B2

EM-1

A L

IG

N

M12 A4

M12A4A4

A4

M12 M12

M12

M12

M12

A4 A4

M12

M12 M12

M12

A4

A4

M12M12

22' - 8"

MECH YARD

PATIO

COVERED ENTRY

1. DIMENSIONS ARE FROM FINISH MATERIAL, TYP.

2. CR-1, CHAIR RAIL RE: FINISH LEGEND

3. FURNITURE LISTED BELOW IS GOVERNMENT

FURNISHED GOVERMENT INSTALLED (GFGI)

4. REFER TO DETAILS SHEET FOR CASEWORK DETAILS

5. TS-1, FOR TRANSITION DETAILS RE: A-501

6. EM-1, FOR ENTRY MAT RE: FINISH LEGEND

9. MTB-1, METAL VENETIAN BLINDS AT ALL WINDOWS,

RE: FINISH LEGEND

GENERAL NOTES

1. COPIER, GFGI

2. REFRIGERATOR, GFGI

3. COMPUTER SCREEN, GFGI

4. COFFEE MAKER, GFGI

5. 5'-0"L X 1'-0"W WATERPROOF SHELVING, GFGI

SHEET KEYNOTES

1. D-1, L-SHAPED WORKSTATION, GFGI

2. T-1, TV TABLE, GFGI

3. T-2, BREAK ROOM TABLE, GFGI

4. T-3, 8'-0"X2'-6" SIGN-IN KIOSK WITH "WATERFALL" EDGE,

GFGI

5. S-1, GUEST SEATING, GFGI

6. S-2, HIGH TASK CHAIR, GFGI

7. S-3, BREAKROOM STACKING SEAT, GFGI

8. S-4, EXECUTIVE SEATING, GFGI

FURNITURE

FLOOR FINISH

LEGEND

CEILING FINISH

WALL FINISH

BASE FINISH

XXX-X

XXX-X

XXX-X

XXX-X

XXX PARTITION TYPE

D

2 3

C

A

B

D E

S C

R

IP

T

IO

N D

A T

E M

A R

K

SHEET ID

S O

L

IC

IT

A

T

IO

N N

O

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

F

IL

E N

A M

E

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E N

E L

L

IS

A F

B N

E V

A D

A

A

IR

C O

M B

A T

C O

M M

A N

D

IS

S

U E

D A

T E

6 7 8 9 10

E

F

G

A -1

.D W

G

A-101

N E

L L

IS

A

IR

F O

R C

E B

A S

E N

E V

A

C B

U

IL

D

IN

G

R K

M F

A

IR

C O

M B

A T

C O

M M

A N

D

F

IR

S T

F L

O O

R P

L A

N

1/4" = 1'-0"A1

FLOOR PLAN

NORTH

0 1' 2' 4' 8'

FLOORING

CONCRETE (CGP)

CGP-1-CONCRETE, GROUND AND POLISHED TEXTURE; COLOR: GRAY WITH LIGHT AND

DARK BEIGE AGGREGATES

CONCRETE SEALED (CS)

CS-1- BROOM FINISH CLEAR CONRETE FLOOR SEALER SHERWIN WILLIAMS CONCRETE AND

TERRAZZO SEALER, CLEAR

CERAMIC TILE (CT)

CT-1-DALTILE;CITY VIEW;COLORBODY PORCELAIN;HARBOUR MIST; CY01;12X12 FIELD TILE

(ACTUAL DIMENSIONS 11 5/8" X 11 5/8" X 3/8")

ENTRY MAT (EM)

EM-1, LOOSE LAY CARPETED ENTRANCE MAT, SIZE: 6'-0" X 8'-0", COLOR: TBD

WALL FINISHES

PAINT (PT)

PT-1-SHERWIN WILLIAMS; COLOR:SW 6420 QUEEN ANNE'S LACE

PT-2-SHERWIN WILLIAMS; COLOR:SW TBD

CERAMIC TILE (CT)

CT-2-DALTILE;CITY VIEW;COLORBODY PORCELAIN;HARBOUR MIST; CY01;12X12 FIELD TILE

(ACTUAL DIMENSIONS 11 5/8" X 11 5/8" X 3/8")

MISCELLANEOUS FINISHES

SOLID SURFACE (SS)

SS-1-LG HAUSYS; HI-MACS;VIATERA;COLOR: CARINA T018

QUARTZ (QTZ)

QTZ-1-LG HAUSYS;VIATERA;QUARTZ;COLOR: STELLA

METAL WINDOW BLINDS (MTB)

MTB-1 HUNTER DOUGLAS, METAL VENETIAN BLINDS, WITH DE-LIGHT FEATURE, SIZE: 1" SLAT, FINISH: BRUSHED NICKEL

SIGNAGE (S)

S-1-BRAND TBD ;TO FOLLOW UFC 3-120-01 DESIGN; STANDARDS, COLOR: WHITE AND BLACK,

RE: SIGNAGE DETAILS

WALL SWITCH HANDLES, STANDARD RECEPTACLE BODIES AND ELECTRICAL

DEVICE COVER PLATES

WHITE

TRANSITION STRIP (TS)

TS-1-TRANSITION STRIP LVT TO SC;RE: DETAIL TBD/A-501

CHAIR RAIL (CR)

CR-1 KOROSEAL, KOROGUARD CHAIR RAIL, BW50, SIZE: 4"H,COLOR: MAPLE RED OAK (MS)

PHOTO BACKDROP (PBD)

PBD-1 ROLLEASY BACKGROUND SYSTEM, CEILING MOUNTED PHOTO BACKDROP, SIZE: 2 1/2" ,

COLOR: BLACK

PLASTIC LAMINATE (PLAM)

PLAM-1-WILSONART;COLOR:D96-60;SHADOW;MATTE FINISH

FIXED WOOD PANEL (WD)

WD-1-PREMIUM GRADE WOOD, STAINED, COLOR: EXPRESSO

1. THE MANUFACTURER'S NAMES AND THEIR PRODUCTS

REFERENCED ONLY INDICATE THE COLOR, TEXTURE,

AND PATTERN REQUIRED FOR THE MATERIALS LISTED.

THE PRODUCTS FURNISHED SHALL MEET THE COLOR,

TEXTURE, AND PATTERN INDICATED AS WELL AS THE

MATERIAL QUALITY AND PERFORMANCE SPECIFIED IN

THE APPLICABLE TECHNICAL SPECIFICATIONS. THE

USE OF MANUFACTURER'S NAMES AND PRODUCTS DO

NOT PRECLUDE THE USE OF OTHER MANUFACTURER'S

PRODUCTS OF APPROVED EQUAL COLOR, TEXTURE,

AND/OR PATTERN IF ALL OTHER REQUIREMENTS ARE

MET.

2. VISIBLE GRILLES, DIFFUSERS, AND OTHER

MECHANICAL RELATED FINISH OPENING DEVICES

INCLUDING FIRE ALARMS SHALL BE PAINTED TO MATCH

THE COLOR OF THE ADJACENT SURFACE.

3. REFER TO APPROPRIATE ARCHITECTURAL AND

INTERIOR DRAWINGS AND DETAILS TO PROPERLY

ASSESS THE FULL EXTENT OF WORK REQUIRED.

SPECIFICALLY REFER TO THE REFLECTED CEILING

PLANS, AND BUILDING SECTIONS TO DETERMINE

HEIGHTS OF REQUIRED WALL MATERIALS, SPECIAL

CONDITIONS AND STRUCTURES, ETC.

4. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR

FINISH SELECTIONS.

5. PAINT ALL SOFFIT AND OVERHEAD CONDITIONS TO

MATCH ADJACENT SURFACES.

GENERAL NOTESCEILING FINISHES

ACOUSTIC CEILING TILE (ACT)

ACT-1-ARMSTRONG; 2'-0" X 2'-0" CEILING TILE; #1713 SCHOOL ZONE, FINE FISSURED, COLOR:WHITE;

7/8" EXPOSED TEE SUSPENSION SYSTEM; COLOR: WHITE

ACT-2 ARMSTRONG CEILINGS FORMATION; CEILING CLOUD; SIZE: 6'-0"X10'-0"X4"

PAINTED CEILING (PT)

PT-3-SHERWIN WILLIAMS; COLOR:SW 6023 SPARE WHITE;FOR FINISH RE:SPECS

BASE TREATMENTS

RESILIENT BASE (RB)

RB-1-ROPPE RUBBER FLOORING; 6" HIGH RUBBER COVE BASE; COLOR: 114 LUNAR DUST

CERAMIC TILE BASE (CT)

CT-4-DALTILE;CITY VIEW; COLORBODY PORCELAIN;HARBOUR MIST ACCENT;CY01;COVE BASE;

S-36C9T; 6" X 12" X 3/8"

FINISH LEGEND

EXTERIOR FINISHES

GUTTER (GT)

GT-1-GUTTERS, OPEN ENDED METAL GUTTER;COLOR: FACTORY FINISH SHALL MATCH

DREXEL METAL'S SIERRA TAN

STUCCO (ST)

ST-1-STUCCO, COLOR: SIERRA TAN

CONCRETE ROOF TILE (CRT)

CRT-1 - FLAT CONCRETE ROOF TILE; BORAL, SERIES: SAXONY 900 SLATE; SIZE: 12" X 17";

COLOR: DESERT TERRA COTTA

EXTERIOR PAINT (EPT)

EPT-1-SHERWIN WILLIAMS; COLOR:SW 7713 TAWNY TAN

CT-1, CERAMIC TILE SC-1,

SEALED

CONCRETE

CL DOOR

SCHLUTER

RENO-RAMP/-K

TRANSITION

3 125/256"

D

2 3

C

A

B

D E

S C

R

IP

T

IO

N D

A T

E M

A R

K

SHEET ID

S O

L

IC

IT

A

T

IO

N N

O

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

F

IL

E N

A M

E

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E N

E L

L

IS

A F

B N

E V

A D

A

A

IR

C O

M B

A T

C O

M M

A N

D

IS

S

U E

D A

T E

6 7 8 9 10

E

F

G

A -6

.D W

G

A-602

N E

L L

IS

A

IR

F O

R C

E B

A S

E N

E V

A

C B

U

IL

D

IN

G

R K

M F

A

IR

C O

M B

A T

C O

M M

A N

D

F

IN

IS

H

S C

H E

D U

L E

L

E G

E N

D

ROOM SCHEDULE

Name Number FLOOR FINISH WALL FINISH - EAST WALL FINISH - NORTH WALL FINISH - SOUTH WALL FINISH - WEST Base Finish CEILING FINISH CEILING HEIGHT CEILING MATERIAL COMMENTS

VESTIBULE 100 CGP PT-1 PT-1 PT-1 PT-1 RB-1 ACT-1 9'-0" ACT-1

LOBBY 101 CGP PT-1 PT-1 PT-2 PT-1 RB-1 ACT-1 10'-0" ACT-1

ID PROCESSING 102 CGP PT-1 PT-1/PT-2 PT-1 PT-1 RB-1 ACT-1 9'-0" ACT-1

OFFICE 103 CGP PT-1 PT-1 PT-1 PT-1 RB-1 ACT-1 9'-0" ACT-1

STORAGE 104 CGP PT-1 PT-1 PT-1 PT-1 RB-1 ACT-1 9'-0" ACT-1

JAN 105 CT-1 PT-1/CT-2 PT-1/CT-2 PT-1/CT-2 PT-1/CT-2 CT-1 PT-2 8'-0" GWB

MEN 106 CT-1 PT-1/CT-2 PT-1/CT-2 PT-1/CT-2 PT-1/CT-2 CT-1 PT-2 8'-0" GWB

WOMEN 107 CT-1 PT-1/CT-2 PT-1/CT-2 PT-1/CT-2 PT-1/CT-2 CT-1 PT-2 8'-0" GWB

COMM. 108 CS PT-1 PT-1 PT-1 PT-1 RB-1 N/A N/A N/A

MECH/ELEC. 109 CS PT-1 PT-1 PT-1 PT-1 RB-1 N/A N/A N/A

COVERED ENTRY 110 N/A N/A N/A N/A N/A N/A N/A N/A N/A

3" = 1'-0"A1

CT TO SC TRANSITION

0 1 1/2" 3" 6" 12"

PIPING SYSTEMS

GENERAL SYMBOLS

CONNECT NEW TO

EXISTING AT THIS POINT

DEMOLISH TO THIS POINT

# KEYNOTE

EQUIPMENT DESIGNATIONDWH-1

PLUMBING FIXTURE

DESIGNATION

P-1

DOMESTIC HOT WATER 120F

SANITARY SEWER (ABOVE SLAB)

SANITARY VENT

SS

V

DOMESTIC HOT WATER CIRCULATION

DOMESTIC COLD WATER

1.

2.

SANITARY SEWER (BELOW GROUND)SS

PIPING

FLOOR SINK

FLOOR DRAIN

ROOF DRAIN

HOSE BIBB AND WALL HYDRANT (PLAN)

LINE CLEANOUT

WALL CLEANOUT

VALVE, SEE

SPECIFICATIONS FOR VALVE

TYPE

CHECK VALVE

TWO WAY CONTROL VALVE

THREE WAY CONTROL VALVE

BALANCING VALVE

SOLENOID CONTROL VALVE

PRESSURE REDUCING VALVE

FLEXIBLE CONNECTION

TEST PLUG

PRESSURE GAUGE

MANUAL AIR VENT

PIPE BREAK

DIRECTION OF FLOW

PIPE UP

PIPE DOWN

PIPE T DOWN

PIPE T UP

PIPE CAP

UNION

REDUCER

PIPE ANCHOR

PIPE GUIDE

STRAINER

STRAINER WITH VALVE

AND HOSE CONNECTION

THERMOMETER OR SIGHT GLASS

PIPE SLOPE

BUTTERFLY VALVE

BALL VALVE

FLOOR, SURFACE & GROUND CLEANOUT

GAS PRESSURE REGULATING VALVE

GAS SHUTOFF VALVE

EARTHQUAKE VALVE

MUD VALVE

SOME ABBREVIATIONS AND SYMBOLS SHOWN ON THIS

SHEET MAY NOT BE USED IN THIS DRAWING SET.

ISOMETRIC DRAWINGS FOR DOMESTIC WATER AND

SANITARY SEWER ARE DIAGRAMMATIC AND ARE

INTENDED TO CONVEY SCOPE AND GENERAL

ARRANGEMENT ONLY. CONTRACTOR IS REPOSNIBLE

FOR FIELD VERIFICATION, FIELD ADJUSTMENTS AND

COORDINATION WITH ALL OTHER DISCIPLINES. ALL

PIPING SHALL BE INSTALLED PER MANUFACTURERS’

RECOMMENDATIONS, CONTRACT

SPECIFICATIONS/DOCUMENTS, APPLICABLE CODES AND

REGULATIONS.

HOSE BIBB AND WALL HYDRANT (DIAGRAM)

DIELECTRIC UNION

FLANGE

BLIND FLANGE

GENERAL NOTES

HB

PLUMBING ABBREVIATIONS PLUMBING SYMBOLS

HWC

HW

CW

LCO LINE CLEANOUT

MA MEDICAL AIR

MAX MAXIMUM

MBH THOUSAND BTU PER HOUR

MCA MINIMUM CIRCUIT AMPACITY

MIN MINIMUM

N NITROGEN

NC NORMALLY CLOSED

NO NORMALLY OPEN

NTS NOT TO SCALE

O2 OXYGEN

OD OVER FLOW DRAIN

P PUMP

PD PRESSURE DROP

PH PHASE

PRV PRESSURE REDUCING VALVE

RD ROOF DRAIN

RH RADIANT HEAT

RO REVERSE OSMOSIS

RPBFP REDUCED PRESSURE BACKFLOW

PREVENTER

RPM REVOLUTIONS PER MINUTE

S.P. STATIC PRESSURE

SD STORM DRAIN

SP SUMP PUMP

SS SANITARY SEWER

STD STANDARD

SW SOFT WATER

TDH TOTAL DYNAMIC HEAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VOLTS

V SANITARY VENT

VA VACUUM

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

W WASTE

WC WATER COLUMN

WCO WALL CLEANOUT

WG WATER GUAGE

WH WALL HYDRANT

WHA WATER HAMMER ARRESTER

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AMPS AMPERES

AS AIR SEPARATOR

AWS AUTOMATIC WATER SOFTENER

B BOILER

B.O.P. BOTTOM OF PIPE

BB BASEBOARD

BD BUILDING DRAIN

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BTU BRITISH THERMAL UNIT

C COMMON

CA COMPRESSED AIR

CA (OF) COMPRESSED AIR OIL FREE

CD CONDENSATE DRAIN

CIRC CIRCULATING

CO CLEANOUT

CP CIRCULATING PUMP

CW DOMESTIC COLD WATER

DDC DIRECT DIGITAL CONTROL

DEG DEGREES

DEG F DEGREES FAHRENHEIT

DF DIESEL FUEL

DHW DOMESTIC HOT WATER

DI DIONIZED WATER

DN DOWN

DWH DOMESTIC HOT WATER HEATER

DXE DOMESTIC HOT WATER HEAT

EXCHANGER

EA EACH

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

F FAHRENHEIT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FPM FEET PER MINUTE

G NATURAL GAS

GA GAUGE

GAS GASOLINE

GCO GRADE CLEANOUT

GR GREASE WASTE

HB HOSE BIBB

HD HUB DRAIN

HW DOMESTIC HOT WATER

HWC DOMESTIC HOT WATER,

CIRCULATING

Hz HERTZ

I.E. INVERT ELEVATION

kPA KILOPASCALS kW KILOWATT

D

2 3

C

A

B

DE

SC

RI

PT

IO

N

DA

TE

M

AR

K

SHEET ID

SO

LI

CI

TA

TI

O

N

NO

CO

NT

RA

CT

N O

SI

ZE

AN

SI

D

FI

LE

N

AM

E:

D

ES

IG

N

E N

G

IN

EE

R

IN

G

O

FF

IC

E

N

EL

LI

S

AF

B

, N

EV

AD

A

AI

R

C O

M B

AT

C

O M

M

AN

D

IS

SU

E

DA

TE

6 7 8 9 10

E

F

G

DE

SI

G N

BY

DR

AW

N

BY

CH

EC

KE

D

BY

SU

BM

IT

TE

D

P-

1.

DW

G

P-001

N

EL

LI

S

AI

R

F O

R C

E

BA

SE

, N

EV

AD

A

VC

C B

U

IL

D

IN

G

R

KM

F1

D

ES

IG

N E

N G

IN

EE

R

IN

G

O

FF

IC

E

PL

U

M

BI

N G

L

EG

EN

D

A

BB

R

EV

IA

TI

O

N

P-1 P-1

P-2

P-3

P-3

P-4A P-4

P-5

1 1/2" CW

4" SS

IE = 96.50'

LOBBY

VESTIBULE

STORAGE

OFFICE

ID PROCESSING

JAN

MEN

106WOMEN

MECH/ELEC.

3" FCO UNDER

DRINKING FOUNTAIN

3" FD 3" FD

3" FS

1 2 3 4

D

C

B

A

P-6

COMM.

PATIO

1" CW

WH WH

3/4" CW

3/4" CW

EWH-04

EWH-03

EWH-02

EWH-01

D

2 3

C

A

B

D E

S C

R

IP

T

IO

N D

A T

E M

A R

K

SHEET ID

S O

L

IC

IT

A

T

IO

N N

O

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

F

IL

E N

A M

E

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E

N E

L L

IS

A

F B

N

E V

A D

A

A

IR

C O

M B

A T

C O

M M

A N

D

IS

S

U E

D A

T E

6 7 8 9 10

E

F

G

P -1

.D W

G

P-101

N E

L L

IS

A

IR

F O

R C

E B

A S

E N

E V

A

C B

U

IL

D

IN

G

R K

M F

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E

P L U

M B

IN

G

F

IR

S T

F L O

O R

P L A

N

1/4" = 1'-0"A1

PLUMBING FIRST FLOOR PLAN

NORTH

350 CFM

SD-1, 10ø

TYPE, REFER TO DIFFUSER,

REGISTER AND GRILLE

SCHEDULE

AIR QUANTITY

GENERAL SYMBOLS

DUCTWORK

M

12x12

BD

MOTORIZED DAMPER

BACKDRAFT OR

BAROMETRIC DAMPER

SUPPLY AIR - DUCT DOWN

EXHAUST AIR - DUCT

DOWN

RETURN AIR - DUCT DOWN

RECTANGULAR INSIDE BRANCH DUCT

SIZE (FIRST FIGURE IS SIDE SHOWN)

FLEXIBLE DUCT CONNECTION

DIRECTION OF FLOW

MANUAL VOLUME DAMPER

MITERED ELBOW WITH

TURNING VANES

RADIUS ELBOW WITHOUT

TURNING VANES, UNLESS NOTED

OTHERWISE

RECTANGULAR MAIN DUCT

WITH RECTANGULAR

BRANCH, BOOT FITTING

ROUND MAIN DUCT WITH

ROUND BRANCH, CONICAL

FITTING

RETURN AIR - DUCT UP

SUPPLY AIR - DUCT UP

DIFFUSERS, REGISTER AND GRILLE

CEILING SUPPLY AIR DIFFUSER 4-WAY

THROW UNLESS OTHERWISE INDICATED

(SHADED QUADRANT INDICATES NO

FLOW)

CEILING RETURN AIR GRILLE

SIDEWALL AIR OUTLET

SIDEWALL AIR INLET

FIRE PROTECTION

FIRE DAMPER

CEILING EXHAUST AIR GRILLE

FLEXIBLE DUCTWORK

NECK SIZE (IN.)

EXHAUST AIR - DUCT UP

SMOKE DAMPER

FIRE/ SMOKE DAMPER

CONNECT NEW TO

EXISTING AT THIS

POINT

DEMOLISH TO THIS

POINT

# KEYNOTE

EQUIPMENT DESIGNATIONAHU-1RECTANGULAR MAIN DUCT WITH

ROUND BRANCH, CONICAL

FITTING

RECTANGULAR MAIN DUCT WITH

ROUND BRANCH, 45° FITTING

MANUAL VOLUME DAMPER

1. SOME ABBREVIATIONS AND SYMBOLS SHOWN

ON THIS SHEET MAY NOT BE USED IN THIS

DRAWING SET.

CONTROLS SYMBOLS (CONTINUED)

12Ø ROUND INSIDE BRANCH DUCT SIZE

(TYP. #)

QUANTITY

36x24 SA

RECTANGULAR INSIDE MAIN DUCT

SIZE (FIRST FIGURE IS SIDE SHOWN)

24Ø SA ROUND INSIDE MAIN DUCT SIZE

AIR DEVICE DESIGNATION

CONTROL PANEL

MANUAL DAMPER

CONTROLS SYMBOLS (CONTINUED)

VARIABLE SPEED MOTOR

CONTROLLER

TWO WAY CONTROL VALVE

THREE WAY CONTROL VALVE

STARTER

HOT WATER HEATING COIL

CHILLED WATER COOLING COIL

SPACE THERMOSTAT - MOUNT

BOTTOM AT 4'-6" ABOVE FLOOR

UNIT MOUNTED THERMOSTAT

DIGITAL OUTPUT

DIGITAL INPUT

ANALOG INPUT

ANALOG OUTPUT

SPACE TEMPERATURE SENSOR -

MOUNT BOTTOM AT 4'-6" ABOVE

FLOOR

SPACE OCCUPANCY SENSOR -

COORDINATE WITH ELECTRICAL

SPACE HUMIDITY SENSOR -

MOUNT BOTTOM AT 4'-6" ABOVE

FLOOR

SPACE CARBON MONOXIDE SENSOR

SPACE CARBON DIOXIDE

SENSOR - MOUNT BOTTOM AT

4'-6" ABOVE FLOOR

ELECTRICAL WIRING

CONDUCTORS AS REQUIRED

T

OS

HS

CO

C02

T

T

DI

DO

AI

AO

C NC

NO

STARTER

VSD

H

C

C

C

INTERLOCK WIRING

VARIABLE SPEED MOTOR

CONTROLLERVFD

FILTER

PUMP

ULTRAVIOLET CONTROLLERUVC

SPACE DIFFERENTIAL PRESSURE

INDICATOR - MOUNT BOTTOM AT

4'-6" ABOVE FLOOR

P

DIFFERENTIAL PRESSURE TRANSMITTER

CONTACT

CONTROL PANEL -

MOUNT CONTROL PANEL AT 4'8" ABOVE

FLOOR TO CENTER OF CONTROL PANEL

EMERGENCY POWER OFF SWITCH -

MOUNT BOTTOM AT 4'-0" ABOVE FLOOR

BOILER POWER OFF SWITCH -

MOUNT BOTTOM AT 4'-0" ABOVE

FLOOR

MANUAL OVERRIDE SWITCH -

MOUNT BOTTOM AT 4'-0" ABOVE

FLOOR

DPT

CP

EPO

BPO

OR

FA FIRE ALARM CONTROL MODULE

S START/STOP

GENERAL NOTES

S

F

FS

DUCTWORK (CONTINUED)

CONTROLS SYMBOLS

STRAP ON AQUASTAT

FLOW PROVING SWITCH DIFFERENTIAL PRESSURE

CARBON DIOXIDE DETECTOR

CARBON MONOXIDE DETECTOR

FLUID FLOW TRANSMITTER

FLUID FLOW MEASURING DEVICE

CONTROL DAMPER

PNEUMATIC MAIN

FLOW PROVING SWITCH PADDLE TYPE

CURRENT SENSING RELAY

RELAY

SMOKE DETECTOR

TEMPERATURE SENSOR

DIFFERENTIAL PRESSURE SWITCH

ELECTRIC PNEUMATIC TRANSDUCER

AIR FLOW TRANSMITTER

AIR FLOW MEASURING STATION

OCCUPANCY SENSOR

DAMPER ACTUATOR END SWITCH

HUMIDITY SENSOR

M

EPT

SD

CO

CO2

AM

T

FPS

CSR

R

DPS

FMT

FPS

AS

AFT

OS

ES

H

DPT DIFFERENTIAL PRESSURE TRANSMITTER

FLOW SENSORFS

A GENERAL ALARM

SPEED INDICATIONSPD

kPa KILOPASCALS kW KILOWATT

L LOUVER

LAT LEAVING AIR

TEMPERATURE

LDB LEAVING DRY BULB

TEMPERATURE

LRA LOCKED ROTOR AMPS

LVG LEAVING

LWB LEAVING WET BULB

TEMPERATURE

LWT LEAVING WATER

TEMPERATUTE

MAX MAXIMUM

MBH THOUSAND BTU PER

HOUR

MC MECHANICAL

CONTRACTOR

MCA MINIMUM CIRCUIT

AMPACITY

MIN MINIMUM

MUA MAKE-UP AIR

NC NORMALLY CLOSED

NO NORMALLY OPEN

NTS NOT TO SCALE

OA/OSA OUTSIDE AIR

OAT OUTSIDE AIR

TEMPERATURE

P PUMP

Pa PASCALS

PD PRESSURE DROP

PF PRE FILTER

PH PHASE

PSI POUNDS PER SQUARE

INCH

PSIG PSI GUAGE

RA RETURN AIR

RD RETURN DIFFUSER

(GRILLE)

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RLA RUNNING LOAD AMPS

RPM REVOLUTIONS PER

MINUTE

SA SUPPLY AIR

SD SUPPLY DIFFUSER

SF SUPPLY FAN

SG SUPPLY GRILLE

SP STATIC PRESSURE

SR SUPPLY REGISTER

TEMP TEMPERATURE

TG TRANSFER GRILLE

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UH UNIT HEATER

UMCS UTILITY MONITORING AND

CONTROL SYSTEM

UNO UNLESS NOTED

OTHERWISE

V VOLTS

WB WET BULB

TEMPERATURE

WC WATER COLUMN

WG WATER GUAGE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ATC ACOUSTICAL TILE

CEILING

AV AIR VENT

B.O.D. BOTTOM OF DUCT

B.O.P. BOTTOM OF PIPE

BAS BUILDING AUTOMATION

SYSTEM

BDD BACK DRAFT DAMPER

BHP BRAKE HORSPOWER

BMS BUILDING MANAGEMENT

SYSTEM

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

CC COOLING COIL

CD CONDENSATE DRAIN

CFM CUBIC FEET PER MINUTE

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COND CONDENSATE

CW DOMESTIC COLD WATER

DB DRY BULB

dB DECIBELS

DDC DIRECT DIGITALCONTROL

DEG DEGREES

DEG F DEGREES FAHRENHEIT

DN DOWN

EA EXHAUST AIR

EAT ENTERING AIR

TEMPERATURE

EAU EXHAUST AIR UNIT

EDB ENTERING DRY BULB

TEMPERATURE

EF EXHAUST FAN

EG EXHAUST GRILLE

EMCS ENERGY MANAGEMENT

CONTROL SYSTEM

ERV ENERGY RERCOVERY

VENTILATOR

ESP EXTERNAL STATIC

PRESSURE

ET EXPANSION TANK

EWB ENTERING WET BULB

TEMPERATURE

EWT ENTERING WATER

TEMPERATURE

F DEGREES FAHRENHEIT

FD FIRE DAMPER

FF FINAL FILTER

FLA FULL LOAD AMPS

FPM FEET PER MINUTE

FT FEET

FT HD FEET HEAD

GA GAUGE

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

HC HEATING COIL

HP HORSEPOWER

HP HEAT PUMP

HR HOUR

HRCP HEAT RECOVERY PUMP

HX HEAT EXCHANGER

Hz HERTZ

IAQ INDOOR AIR QUALITY

IN W.G. INCHES OF WATER

GAUGE

D

2 3

C

A

B

D E

S C

R

IP

T

IO

N D

A T

E M

A R

K

SHEET ID

S O

L

IC

IT

A

T

IO

N N

O

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

F

IL

E N

A M

E

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E N

E L

L

IS

A F

B N

E V

A D

A

A

IR

C O

M B

A T

C O

M M

A N

D

IS

S

U E

D A

T E

6 7 8 9 10

E

F

G

M -0

.D

W G

M-001

N E

L L

IS

A

IR

F O

R C

E B

A S

E N

E V

A D

A

V C

C B

U

IL

D

IN

G

R K

M F

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E

M E

C H

A N

IC

A

L L

E G

E N

D

A B

B R

E V

IA

T

IO

N

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

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL

LEGENDS AND/OR OTHER LEGENDS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN.

2. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO

INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE

DRAWINGS, AS SPECIFIED AND AS REQUIRED BY APPLICABLE CODES AND REGULATIONS.

3. CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK (HVAC, PLUMBING, AND FIRE

PROTECTION) ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL

ARRANGEMENT ONLY. THE DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED

DUCT, PIPE, OFFSET, FITTING, TRANSITION, ETC. REGARDLESS HOW INDICATED, THE

CONTRACTOR SHALL COORDINATE THE PIPING, DUCTWORK AND EQUIPMENT LOCATIONS

AND ROUTES IN ACCORDANCE WITH ALL MANUFACTURER'S RECOMMENDATIONS AND AS

REQUIRED TO PROVIDE SERVICE AND MAINTENANCE CLEARANCE. PROVIDE ITEMS NOT

SPECIFICALLY MENTIONED IN SPECIFICATIONS OR NOTED ON THE DRAWINGS, BUT WHICH

ARE NECESSARY TO MAKE A COMPLETE AND OPERATIONAL WORKING INSTALLATION.

PROVIDE ALTERNATE PIPING ROUTES, DUCTWORK ROUTES, ADDITIONAL OFFSETS AND/OR

FITTINGS AS REQUIRED FOR DUCTWORK AND PIPING.

4. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED

DRAWINGS. COORDINATE AND PROVIDE ALL DUCT AND PIPING TRANSITIONS REQUIRED

FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT.

5. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE

CODES AND REGULATIONS. PROVIDE PROPER UTILITIES AND FINAL CONNECTIONS PER

MANUFACTURER'S RECOMMENDATIONS. FINAL CONNECTION SHALL INCLUDE ANY

ADAPTERS, NIPPLES, SHUTOFF VALVES, PRESSURE REGULATING VALVES, DIRT LEGS,

SHOCK ABSORBERS, BACKFLOW PREVENTION DEVICES, ETC., AS REQUIRED TO PROVIDE

A FULLY OPERATIONAL SYSTEM. CONNECT ALL EQUIPMENT DRAINS FULL SIZE TO HUB

AND/OR FLOOR DRAIN WITH MINIMUM 1 INCH GAP FOR INDIRECT CONNECTION, UNLESS

OTHERWISE NOTED.

6. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT

TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE. PROVIDE VIBRATION ISOLATORS

FOR ALL PIPING SUPPORTS CONNECTED TO AND WITHIN 50 FEET OF ISOLATED

EQUIPMENT (EXCEPT AT BASE ELBOW SUPPORTS AND ANCHOR POINTS) THROUGHOUT

MECHANICAL EQUIPMENT ROOMS.

7. THE LOCATION OF EXISTING UTILITIES SHOWN IS AN APPROXIMATION ONLY. THE

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES

BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PAY FOR AND REPAIR ALL

DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL

UTILITIES UNLESS OTHERWISE INDICATED. IF IT BECOMES NECESSARY DURING

DEMOLITION TO TEMPORARILY REMOVE ANY EQUIPMENT, PIPING, ETC. WHICH IS NOT

SPECIFICALLY NOTED TO BE REMOVED (THEREBY IMPLYING THAT THEY ARE TO BE LEFT

FOR FUTURE USE), REINSTALL SAID SYSTEMS TO FULLY OPERABLE CONDITION IN THEIR

ORIGINAL LOCATIONS.

8. WHEN MECHANICAL WORK (HVAC, PLUMBING, SHEET METAL, FIRE PROTECTION, ETC.) IS

SUBCONTRACTED, IT SHALL BE THE GENERAL CONTRACTOR’S RESPONSIBILITY TO

COORDINATE SUBCONTRACTORS AND THE ASSOCIATED CONTRACTS. WHEN

DISCREPANCIES ARISE PERTAINING TO WHICH CONTRACTOR PROVIDES A PARTICULAR

ITEM OF THE MECHANICAL CONTRACT OR WHICH CONTRACTOR PROVIDES FINAL

CONNECTIONS FOR A PARTICULAR ITEM OF THE MECHANICAL CONTRACT, IT SHALL BE

BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR, WHOSE DECISION SHALL

BE FINAL.

9. MECHANICAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF ARCHITECTURAL,

INTERIOR, FURNISHINGS, ELECTRICAL, MECHANICAL AND OTHER EQUIPMENT, AS WELL AS

THE RELATED MECHANICAL REQUIREMENTS NECESSARY TO SUPPORT AND ACCESS SUCH

EQUIPMENT. THE FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE

EQUIPMENT PROVIDED BY CONTRACTOR IN ACCORDANCE WITH ALL RELEVANT BUILDING

CODES AND MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN

SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING NECESSARY SPACE

ALLOCATION AND DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED TO

ENSURE PROPER COORDINATION.

10. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL,

STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT

DRAWINGS.

11. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING

INSULATION IS APPLIED.

12. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE

LOCATIONS WITH STRAIGHT SECTION OF PIPE OR DUCT UP- AND DOWNSTREAM AS

RECOMMENDED BY THE MANUFACTURER. EXTEND PROBES AND SENSING APPARATUS AS

NEEDED TO ACCOMMODATE PIPE AND DUCT INSULATION AND/OR COVERING.

13. TESTING, ADJUSTING, AND BALANCING AGENCY SHALL BE A MEMBER OF THE ASSOCIATED

AIR BALANCE COUNCIL (AABC) OR THE NATIONAL ENVIRONMENTAL BALANCING BUREAU

(NEBB). TESTING, ADJUSTING, AND BALANCING SHALL BE PERFORMED IN ACCORDANCE

WITH THE AABC OR NEBB STANDARDS.

14. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE

PRODUCT OF ONE MANUFACTURER SHALL BE USED, UNLESS SPECIFICALLY NOTED ON

DRAWINGS SCHEDULES.

15. FIELD VERIFY AND COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE

FABRICATION.

16. CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT SHALL BE SIZED AND

LOCATED BY THE MECHANICAL CONTRACTOR. MINIMUM CONCRETE PAD THICKNESS

SHALL BE 6 INCHES. PAD SHALL EXTEND BEYOND THE EQUIPMENT A MINIMUM OF 6 INCHES

ON EACH SIDE. CONCRETE HOUSEKEEPING PADS SHALL BE PROVIDED BY THE GENERAL

CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO

COORDINATE SIZE AND LOCATION OF CONCRETE HOUSEKEEPING PADS WITH GENERAL

CONTRACTOR.

17. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS

SHOWN IN DETAILS FOR PIPING, DUCTWORK, AND EQUIPMENT (UNLESS OTHERWISE

NOTED) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR.

18. ALL DUCTWORK, PIPING AND EQUIPMENT SUPPORTED FROM STRUCTURAL STEEL SHALL

BE COORDINATED WITH GENERAL CONTRACTOR. ALL ATTACHMENTS TO STEEL BAR

JOISTS, TRUSSES, OR JOIST GIRDERS SHALL BE AT PANEL POINTS. PROVIDE BEAM

CLAMPS MEETING MSS STANDARDS. WELDING TO STRUCTURAL MEMBERS SHALL NOT BE

PERMITTED.

19. LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE

COORDINATED WITH ALL OTHER TRADES INVOLVED. IT IS REQUIRED THAT THE

CONTRACTOR PHYSICALLY MEASURE ALL EXISTING OPENINGS AND DIMENSIONS BEFORE

ORDERING ANY EQUIPMENT.

20. ALL OPENINGS IN FIRE WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., SHALL BE FIRE

STOPPED WITH A PRODUCT SIMILAR TO 3M FIRE BARRIER SEALANT CP 25WB OR

APPROVED EQUAL. ALL OPENINGS ON FIRE WALLS SHALL BE PROVIDED WITH FIRE

DAMPER SUITABLE FOR THE WALL RATING AS REQUIRED BY INTERNATIONAL MECHANICAL

CODE AND NFPA 90A.

21. ALL STRUCTURAL PENETRATIONS (SLEEVES, BLOCKOUTS, ETC.) ARE TO BE LOCATED AND

COORDINATED IN THE FIELD IN RELATION TO THE REQUIREMENTS OF FINAL EQUIPMENT

AND FIXTURES SELECTED.

22. INTERIOR DUCT DIMENSIONS ARE SHOWN. EXTERIOR DUCT DIMENSIONS SHALL BE

LARGER TO ACCOMMODATE ACOUSTICAL DUCT LINER AS NEEDED.

23. ALL FLEXIBLE DUCT RUN-OUTS SHALL BE FACTORY PRE-INSULATED, NO LONGER THAN

5'-0".

24. ALL MITERED SHEET METAL ELBOWS IN SUPPLY DUCTWORK SHALL BE CONSTRUCTED

WITH AIRFOIL TURNING VANES.

25. ROUND DUCT SIZES TO DIFFUSERS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK.

26. ACCESS DOORS SHALL BE PROVIDED IN THE DUCTWORK AT ALL AIR FLOW MEASURING

DEVICES, AUTOMATIC DAMPERS, FIRE DAMPERS, COILS, THERMOSTATS AND ANY OTHER

APPARATUS REQUIRING SERVICE AND INSPECTION. ENSURE ACCESS DOORS CAN BE

FULLY OPENED WITHOUT CONFLICTS AND ARE LARGE ENOUGH TO SERVICE THE ITEMS

BEHIND THE DOOR.

27. ALL MANUAL VOLUME CONTROL DAMPERS LOCATED ABOVE GYPBOARD CEILING OR

GYPBOARD CORRIDOR CAP SHALL INCLUDE RACK AND PINION CABLE CONTROL

ADJUSTMENT SYSTEM SO AS TO BE ADJUSTABLE WITH A SOCKET WRENCH FROM BELOW.

COORDINATE CEILING LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN.

28. ALL MECHANICAL EQUIPMENT REQUIRING MAINTENANCE ACCESS SHALL BE PROVIDED

WITH MEANS OF ACCESS AS REQUIRED BY INTERNATIONAL MECHANICAL CODE, WHETHER

OR NOT SUCH PROVISION (SUCH AS AN ACCESS PANEL) IS SHOWN ON THE DRAWINGS. IN

ADDITION, VERIFY MANUFACTURER REQUIRED CLEARANCES ARE MAINTAINED.

COORDINATE WITH ARCHITECTURAL DISCIPLINE AS REQUIRED.

29. ALL EQUIPMENT, VALVES, FANS AND DAMPERS INSTALL ABOVE CEILINGS SHALL BE

ACCESSIBLE AND MEET MANUFACTURER'S CLEARANCE REQUIREMENTS FOR SERVICE AND

COIL PULL. COORDINATE ALL ACCESS PANELS IN CEILINGS OR WALLS WITH

ARCHITECTURAL DRAWINGS FOR PROPER INSTALLATION.

30. SEE PLUMBING PLANS FOR CONDENSATE DRAIN PIPING. COORDINATE SIZE AND ROUTING

WITH EQUIPMENT INSTALLED.

31. COORDINATE FINAL GRILLE, REGISTER AND DIFFUSER LAYOUT WITH ARCHITECTURAL

REFLECTED CEILING PLANS.

32. ALL PIPING, EQUIPMENT OR PORTIONS OF DUCTWORK VISIBLE THROUGH CEILING SLOTS,

GRILLES OR DIFFUSERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK.

33. ALL DIFFUSERS INSTALLED IN LAY-IN CEILINGS SHALL BE FOUR-WAY PATTERN UNLESS

NOTED OTHERWISE. IN ALL CEILING DIFFUSERS IN CORRIDOR CEILINGS PROVIDE TWO-

WAY DIFFUSERS WITH BLOW PARALLEL TO WALL SURFACE. FOR CEILING DIFFUSERS

WITHIN THREE FEET OF THE WALL, OMIT FLOW VANES DISCHARGING TOWARDS THE

WALL(S).

34. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE

AND DIVISION 26 OF THE SPECIFICATIONS.

35. COORDINATE VOLTAGE AND PHASE OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL,

THE ELECTRICAL CONTRACTOR AND THE ELECTRICAL CONTRACT DOCUMENTS PRIOR TO

PURCHASE OF ANY EQUIPMENT.

36. DO NOT RUN PIPING THROUGH THE COMMUNICATIONS ROOM OR OVER ELECTRICAL

GEAR.

37. COORDINATE LOCATIONS OF ALL VARIABLE FREQUENCY DRIVES WITH ELECTRICAL

CONTRACTOR.

38. ALL VFD MOTORS SHALL HAVE FACTORY INSTALLED SHAFT GROUNDING RINGS, IF

FACTORY INSTALLATION IS NOT AN OPTION THEN SHAFT GROUNDING RINGS SHALL BE

PROVIDED AND FIELD INSTALLED.

39. PROVIDE SHUT-OFF AND BALANCING VALVES FOR ALL PIECES OF EQUIPMENT. PROVIDE

SHUT-OFF VALVES AT BRANCHES AND EQUIPMENT.

40. PROVIDE BALANCING DAMPERS AT ALL BRANCHES AND EACH INLET/OUTLET FOR ALL

SUPPLY AND EXHAUST DUCT SYSTEMS, EXCEPT AS NOTED OR PROHIBITED BY THE

INTERNATIONAL MECHANICAL CODE.

GENERAL MECHANICAL NOTES

D

2 3

C

A

B

D E

S C

R

IP

T

IO

N D

A T

E M

A R

K

SHEET ID

S O

L

IC

IT

A

T

IO

N N

O

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

F

IL

E N

A M

E

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E N

E L

L

IS

A F

B N

E V

A D

A

A

IR

C O

M B

A T

C O

M M

A N

D

IS

S

U E

D A

T E

6 7 8 9 10

E

F

G

M -0

.D

W G

M-002

N E

L L

IS

A

IR

F O

R C

E B

A S

E N

E V

A

C B

U

IL

D

IN

G

R K

M F

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E

M E

C H

A N

IC

A

L G

E N

E R

A L N

O T

E

F F F

A

2 3 4

B

C

DOAS-1

HP-1

SD-1

225 CFM

SD-1

225 CFM

SD-1

225 CFM

SD-1

225 CFM

x1

S

A

8x12 SA 14x12 SA ø

S A ø

S A ø

S A ø

S A

SD-1

130 CFM

SD-1

130 CFM

SD-1

200 CFM

SD-1

200 CFM

SD-1

200 CFM

SD-1

200 CFM

SD-1

100 CFM

18x12 SA 14x12 SA ø

S A ø

S A

RD-1

800 CFM

RD-1

630 CFM

RD-1

630 CFM

ø

O S

A

8ø OSA

SD-1

200 CFM

SD-1

50 CFM

ED-1

75 CFM

ED-1

75 CFM

ED-1

75 CFM

8x8 EA x8

E A

CU-1

AC-1

UH-1

VESTIBULE

LOBBY

ID PROCESSING

OFFICE

WOMEN

MEN

JAN

COMM.

MECH/ELEC.

T

SD-2

50 CFM

16x10 RA 24x12 RA

16x12 RA

18x20 RA x1

R

A

UH-2

6ø OSA

8x8 EA

8x8 EA

8" OSA DUCT

UP TO ROOF

(GH-1)

D

8" EA THROUGH WALL

PROVIDE WALL CAP

SD-4

150 CFM

D

2 3

C

A

B

D E

S C

R

IP

T

IO

N D

A T

E M

A R

K

SHEET ID

S O

L

IC

IT

A

T

IO

N N

O

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

F

IL

E N

A M

E

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E N

E L

L

IS

A F

B N

E V

A D

A

A

IR

C O

M B

A T

C O

M M

A N

D

IS

S

U E

D A

T E

6 7 8 9 10

E

F

G

M -1

.D

W G

M-101

N E

L L

IS

A

IR

F O

R C

E B

A S

E N

E V

A

C B

U

IL

D

IN

G

R K

M F

D E

S

IG

N E

N G

IN

E

E R

IN

G

O F

F

IC

E

M E

C H

A N

IC

A

L F

L O

O R

P L A

N

1/4" = 1'-0"A1

MECHANICAL FLOOR PLAN

GENERAL NOTES:

1. SEE SHEETS M-001 AND M-002 FOR LEGEND,

ABBREVIATIONS, AND GENERAL NOTES.

2. ALL DUCT IN FINISHED AREAS SHALL BE

CONCEALED.

3. EXTERNALLY INSULATE ALL DUCTWORK IN

ACCORDANCE WITH ASHRAE 90.1.

4. PROVIDE EQUIPMENT PADS FOR GROUND

MOUNTED EQUIPMENT.

MOLDED CASE CIRCUIT BREAKER, FIXED TRIP.

THREE POLE UNLESS DESIGNATED "1P" OR "2P"

MOLDED CASE CB OF A GIVEN FRAME SIZE

WITH ADJUSTABLE TRIP SETTINGS

NORMALLY OPEN MOMENTARY PUSHBUTTON

NORMALLY CLOSED MOMENTARY PUSHBUTTON

NORMALLY OPEN CONTACTS

NORMALLY CLOSED CONTACTS

ELECTRICAL METER

FUSE, SIZE AS INDICATED

SURGE ARRESTOR - VOLTAGE RATING AND

CLASS AS NOTED

GROUND CONNECTION - TO STANDARD ROD

TYPE ELECTRODE TO NEAREST STRUCTURE

STEEL

(#6 MIN. CONDUCTOR IF NOT SHOWN)

SS

ONE-LINE DIAGRAM SYMBOLS

POWER TRANSFORMER, DELTA-WYE

CONFIGURATION

MOTOR - EQUIPMENT SCHEDULE

IDENTIFICATION AS SHOWN

M

FUSED DISCONNECT SWITCH, SIZE AND

TYPE AS INDICATED IN SCHEDULE

DISCONNECT SWITCH, SIZE AND TYPE AS

INDICATED IN SCHEDULE

F

DISCONNECT SWITCH, FURNISHED WITH EQUIPMENT

MOTOR STARTER, SIZE AND TYPE AS

INDICATED IN SCHEDULE

MOTOR STARTER, FURNISHED WITH EQUIPMENT

COMBINATION MOTOR STARTER w/EXTERNALLY

OPERATED DISCONNECT

COMBINATION MOTOR STARTER w/EXTERNALLY

OPERATED DISCONNECT, FURNISHED WITH

EQUIPMENT

VFD VARIABLE FREQUENCY DRIVE

SHUNT TRIP SWITCH WITH SAFETY COVERST

CEILING MOUNTED LUMINAIRE

SINGLE POLE SWITCH

THREE WAY SWITCH

FOUR WAY SWITCH

DIMMER SWITCH

OCCUPANCY/VACANCY SENSOR0

D

ELECTRICAL PANELBOARD.

LIGHTING PLAN SYMBOLS

MISCELLANEOUS ELECTRICAL SYMBOLS

KEYNOTES

EQUIPMENT CONNECTION, REFER TO APPROPRIATE

SCHEDULE FOR ADDITIONAL INFORMATION.

POWER PLAN SYMBOLS

PHOTOCELL SENSOR

BUS DUCT OR CABLE TRAY RISER (PLAN VIEW)ENCLOSED CIRCUIT BREAKERCB

OCCUPANCY WALL SENSOR0

MAN HOLE - (EXTERIOR) - SIZED PER PLANS AND NEC.MH

HAND HOLE - (EXTERIOR) - SIZED PER PLANS AND NEC.HH

INDICATES PANELBOARD. ALL RECEPTACLE AND LIGHTING

BRANCH CIRCUITS IN ROOM SHALL BE CIRCUITED TO THIS

PANELBOARD. CIRCUIT NUMBER SHALL BE NEXT TO POWER OR

LIGHTING DEVICE. ALL CONDUITS SHALL CONTAIN A GREEN

INSULATED GROUND WIRE SIZED IN ACCORDANCE WITH NEC

TABLE 250.122, UNLESS OTHERWISE NOTED.

PP21

INDICATES PANELBOARD. ALL RECEPTACLE AND LIGHTING

BRANCH CIRCUITS IN ROOM SHALL BE CIRCUITED TO THIS

PANELBOARD. ALL CONDUITS SHALL CONTAIN A GREEN

INSULATED GROUND WIRE SIZED IN ACCORDANCE WITH NEC

TABLE 250.122, UNLESS OTHERWISE NOTED.

PP21-1,3,5

OR

HX-1

A1 a

TERMINATIONS

DISCONNECT SWITCH, FUSED

C…