47 - Example SABER Design Intent Drawing Set Level 2_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

S-001 SYMBOLS & ABBREVIATIONS

S-002 GENERAL NOTES

S-101 FIRST FLOOR FOUNDATION PLAN

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

A-101 FIRST FLOOR PLAN

A-103 ROOF PLAN

A-111 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-401 INTERIOR ELEVATIONS AND ENLARGED TOILET ROOM PLAN

A-601 DOOR & WINDOW SCHEDULE & LEGEND

A-602 FINISH SCHEDULE & LEGEND

FIRE PROTECTION

FA001 FIRE ALARM / MASS NOTIFICATION LEGEND & ABBREVIATIONS

FA101 FIRE ALARM / MASS NOTIFICATION FIRST FLOOR PLAN

FA501 FIRE ALARM / MASS NOTIFICATION DETAILS

FA601 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

P-101 PLUMBING FIRST FLOOR PLAN

P-501 PLUMBING SCHEDULES AND DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND & ABBREVIATIONS

M-002 MECHANICAL GENERAL NOTES

M-101 MECHANICAL FLOOR PLAN

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-604 HVAC CONTROLS AND UTILITY METERING

ELECTRICAL

E-001 ELECTRICAL LEGEND & SYMBOLS

EG101 LIGHTNING PROTECTION AND GROUNDING PLAN

EL101 ELECTRICAL LIGHTING FLOOR PLAN

EL601 ELECTRICAL LIGHTING SCHEDULES

EP601 ELECTRICAL POWER RISER DIAGRAM & SCHEDULES

EP101 ELECTRICAL POWER FLOOR PLAN

EP602 FEEDER SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND & ABBREVIATIONS

T-101 TELECOMMUNICATIONS FLOOR PLAN

T-601 TELECOMMUNICATIONS OSP RISER DIAGRAM

T-602 TELECOMMUNICATIONS RISER DIAGRAM

LEVEL 2 DESIGN SUBMITTAL

ES602 ELECTRICAL MEDIUM VOLTAGE SITE ONE-LINE

G-003 HAUL ROUTE AND STORAGE SITE

FP101 FIRE SPRINKLER PLAN

A-202 EXTERIOR ELEVATIONS

T-103 TELECOMMUNICATIONS OSP ROUTE UNDERGROUND CABLE

T-104 TELECOMMUNICATIONS OSP ROUTE UNDERGROUND CABLE

NELLIS AIR FOCE BASE

PROJECT SITE

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PLAN NORTH

NTS3 STATE OF NEVADA

NTS2 NELLIS AIR FORCE BASE

NTS1 PROJECT SITE

US Army Corps of Engineers ®

LEVEL 2 DESIGN SUBMITTAL

CONTRACTOR

ACCESS AT

AREA 2 GATE

Las Vegas Blvd N. H wy 604

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PROJECT SITE

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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.

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

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PROJECT LIMITS

SITE ACCESS

PROJECT LIMITS

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SAN SAN SANS

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

CONCRETE

BENCHES

SECURITY

CAMERA

SECURITY

CAMERA

CONCRETE

BENCHES

BOULDERS

(TYP.)

STATIC AIRCRAFT

DISPLAY

FD. 2" ALUM. CAP

"ARTISAN CP 140"

PLS 9677

N 26789643.16 E 813145.44

N 26789579.11 E 813063.64

EXISTING WATER LINE -

REFER TO GENERAL NOTE 3

EXISTING SANITARY SEWER

LINE - REFER TO GENERAL

NOTE 3

SHEET KEYNOTES

1. DEMOLISH AND REMOVE APPROXIMATELY 105 LF OF BASE PERIMETER

WALL

2. INSTALL TEMPORARY PERIMETER FENCE BEFORE DEMOLITION OF BASE

PERIMETER WALL. (REFER TO SHEET C-503 DETAILS)

3. RELOCATE BOULDER(S) AS NECESSARY FOR NEW CONCRETE WALK

CONSTRUCTION AS SHOWN ON SHEET CS101

4. RELOCATE BENCHES AS SHOWN ON SHEET CS101

5. DEMOLISH AND REMOVE CURB AND GUTTER

6. DEMOLISH AND REMOVE SIDEWALK

7. DEMOLISH AND REMOVE ASPHALT ROADWAY AND BASE MATERIAL

8. REMOVE PARKING STRIPING

9. CONTRACTOR SHALL REMOVE ROCK MULCH AND STOCKPILE IN A

LOCATION APPROVED BY THE CONTRACTING OFFICER DURING

CONSTRUCTION ACTIVITIES

GENERAL NOTES

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1. REFER TO SHEET C-001 AND C-002 FOR ALL CIVIL NOTES, LEGENDS AND

ABBEVIATIONS.

2. THE EXISTING VISITOR CONTROL CENTER (VCC) MUST REMAIN

OPERATIONAL DURING CONSTRUCTION.

3. EAST-WEST WATER TRANSFER LINE AND ALL SANITARY SEWER

INFRASTRUCTURE IS SHOWN BASED ON GIS-LEVEL LINEWORK

RECEIVED DURING THE SEED PROJECT PHASE. THESE UTILITY MAINS

WERE NOT VERIFIED THROUGH UTILITY LOCATE AND SURVEY

ACTIVITIES CONDUCTED FOR THIS PROJECT. PRIOR TO CONSTRUCTION,

CONTRACTOR SHALL FIELD-VERIFY.

A1 EXISTING CONDITIONS AND DEMOLITION PLAN

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

NORTH

PLAN

SHEET ID

CD101

± 94'

86' MIN.

± 90'

86' MIN.

' M

IN

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SWAAB BLVD.

9'

9'

11'

VAN

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2 PL

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3 PL

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PROJECT LIMITS

LAYDOWN AREA

EXISTING BASE

PERIMETER WALL

EXISTING BASE

PERIMETER WALL

SITE ACCESS

PROJECT LIMITS

10 SECURITY CAMERA - TO REMAIN

SECURITY

CAMERA - TO

REMAIN

19.75'

.5

4'

15.83'

CO

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A1 CIVIL SITE PLAN

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

NORTH

PLAN

SHEET KEYNOTES

1. NEW PERIMETER WALL (REFER TO ARCHITECTURAL AND STRUCTURAL

PLANS)

2. TEMPORARY PERIMETER FENCE (REFER TO SHEET CD101)

3. CONCRETE SIDEWALK (REFER TO SHEET C-501, DETAILS A1 & C1)

4. SCREEN WALL (REFER TO ARCHITECTURAL AND STRUCTURAL PLANS)

5. EXISTING STATIC AIRCRAFT DISPLAY TO REMAIN

6. BOLLARD (REFER TO SHEET C-501, DETAIL A8)

7. ACCESSIBLE RAMP (REFER TO SHEET C-501, DETAIL E5)

8. ACCESSIBLE PARKING STALL SIGN (REFER TO SHEET C-501, DETAIL D7)

9. VAN ACCESSIBLE PARKING STALL SIGN (REFER TO SHEET C-501, DETAIL D7)

10. PRECAST CONCRETE WHEEL STOP (REFER TO SHEET C-501, DETAIL A5)

11. ACCESSIBLE PARKING STALL (REFER TO SHEET C-501, DETAIL E1)

12. RELOCATED BENCH SEATING

13. CONCRETE CURB AND GUTTER TO MATCH EXISTING

14. 6" CONCRETE CURB AT ACCESSIBLE PARKING AREA (REFER TO SHEET

C-501, DETAIL E5)

15. ASPHALT PAVEMENT PATCH AFTER WATER AND SEWER INSTALLATION

(REFER TO SHEET C-502, DETAIL E4)

16. AFTER GRADING CONSTRUCTION ACTIVITIES ARE COMPLETE, CONTRACTOR

SHALL REPLACE STOCKPILED ROCK MULCH MATERIAL IN AND AROUND SITE.

17. ACCESSIBLE PARKING STALL STRIPING IN THIS AREA SHALL REMAIN UNTIL

THE NEW VCC IS OPERATIONAL. AT THAT TIME CONTRACTOR SHALL RETURN

TO SITE AND REMOVE ALL PAVEMENT MARKINGS AND SIGNAGE RELATING

TO ACCESSIBLE PARKING AND SHALL RE-STRIPE THE AREA FOR STANDARD

PARKING SPACES.

1. REFER TO SHEET C-001 AND C-002 FOR ALL CIVIL NOTES, LEGENDS AND

ABBEVIATIONS.

2. THE EXISTING VISITOR CONTROL CENTER (VCC) MUST REMAIN

OPERATIONAL DURING CONSTRUCTION.

GENERAL NOTES

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

M

AR

K

SI

ZE

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

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

BA

T C

O M

M

AN

D

FI

LE

N

AM

E

AN

SI

D

D

AW

SO

N

65% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

SU

BM

IT

TE

D

LI

S

AI

R

F O

R C

E

BA

SE

VC

B U

IL

D

IN

G

F1

AI

R C

O M

BA

T

C O

M M

AN

D

C

IV

IL

S

IT

E

PL

AN

SHEET ID

CS101

H

VA

C

VISITOR

CONTROL

CENTER

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

WSA

N

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

N

SAN SAN SAN

CO

S

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

CO

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COM

M

COM

M

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 EE

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

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 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

D U

N N

IN

G

C

IR

C

LE

SWAAB BLVD.

190 LF

89 LF166 LF

10 LF

114 LF

19 LF

31 LF

15 LF

14 LF

252 LF

20 LF

95 LF

18 LF 100 LF

51 LF

36 LF

46 LF

14 13

PROJECT LIMITS

PROJECT LIMITS

EXISTING WATER LINE

REFER TO GENERAL NOTE 3

2 4 2

SHEET KEYNOTES

1. 6" SANITARY SEWER SERVICE LINE. TERMINATE LINE 5 FT OUTSIDE

BUILDING (REFER TO PLUMBING PLANS FOR CONTINUATION)

2. SANITARY SEWER CLEANOUT (REFER TO SHEET C-502, DETAIL A1)

3. CONNECT SANITARY SERVICE LINE TO EXISTING MANHOLE (REFER TO

GENERAL NOTE 3)

4. 6" WATER LINE

5. 6" HYDRANT WATER LINE

6. 1-1/2" WATER SERVICE LINE. TERMINATE LINE 5 FT OUTSIDE BUILDING.

(REFER TO PLUMBING PLANS FOR CONTINUATION)

7. FIRE HYDRANT (REFER TO SHEET C-502, DETAIL A7)

8. 45° BEND W / THRUST BLOCK (REFER TO SHEET C-502, DETAIL D1)

9. 6" GATE VALVE (REFER TO SHEET C-502, DETAIL A4)

10. 1-1/2" GATE VALVE (REFER TO SHEET C-502, DETAIL A4)

11. 6" x 6" TEE W / THRUST BLOCK (REFER TO SHEET C-502, DETAIL A4)

12. 6" x 3" TEE W / THRUST BLOCK. INSTALL 3" x 1-1/2" REDUCER ON NORTH

SERVICE LINE TO BUILDING (REFER TO SHEET C-502, DETAIL A4)

13. ELECTRIC SWITCH (REFER TO SHEET ES601)

14. DUCT BANK (REFER TO SHEET ES601)

15. TRANSFORMER (REFER TO SHEET ES601)

16. COMM DUCT BANK (REFER TO SHEET T-601)

17. ELECTRIC MANHOLE (REFER TO SHEET ES601)

1. REFER TO SHEET C-001 AND C-002 FOR ALL CIVIL NOTES, LEGENDS AND

ABBREVIATIONS.

2. THE EXISTING VISITOR CONTROL CENTER (VCC) MUST REMAIN

OPERATIONAL DURING CONSTRUCTION.

3. EAST-WEST WATER TRANSFER LINE AND ALL SANITARY SEWER

INFRASTRUCTURE IS SHOWN BASED ON GIS-LEVEL LINEWORK

RECEIVED DURING THE SEED PROJECT PHASE. THESE UTILITY MAINS

WERE NOT VERIFIED THROUGH UTILITY LOCATE AND SURVEY

ACTIVITIES CONDUCTED FOR THIS PROJECT. PRIOR TO CONSTRUCTION

CONTRACTOR SHALL FIELD-VERIFY.

GENERAL NOTES

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

M

AR

K

SI

ZE

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

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

BA

T C

O M

M

AN

D

FI

LE

N

AM

E

AN

SI

D

D

AW

SO

N

65% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

SU

BM

IT

TE

D

LI

S

AI

R

F O

R C

E

BA

SE

VC

B U

IL

D

IN

G

F1

AI

R C

O M

BA

T

C O

M M

AN

D

U

TI

LI

TY

P

LA

N

A1 UTILITY PLAN

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

NORTH

PLAN

SHEET ID

CU101

NOTE:

ABBREVIATIONS SHOWN ON DRAWINGS MAY, OR MAY NOT BE CAPITALIZED. ABBREVIATIONS MAY, OR MAY NOT HAVE PERIOD (.) SEPARATORS.

AB

ABC

AC

A/E

AFF

ALT.

ANCH.

ARCH.

B/B

BD.

BLDG.

BM

BRCG.

BRG

BSMT.

C/C

CIP

CJ

CJP

CL

CLG.

CLR.

CMU

COL.

CONC.

CONN.

CONT.

CONTR.

COR

DBL

DET OR DTL

∅ OR DIA.

DIM.

DL

DN

DO.

DWG(S)

DWL.

EA

EF

EJ

ELEC.

ELEV.

EQ.

EQUIP.

ES

EW

(E) OR EXIST.

EXP. ANC.

EXP. JNT.

ANCHOR BOLT

AGGREGATE BASE COURSE

AIR CONDITIONER

ARCHITECT/ENGINEER

ABOVE FINISHED FLOOR

ALTERNATE

ANCHOR

ARCHITECTURAL

AT

BACK TO BACK

BOARD

BUILDING

BEAM

BRACING

BEARING

BASEMENT

CENTER TO CENTER

CAST IN PLACE

CONTROL OR CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION

CENTERLINE OR COLUMN LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

CONTRACTOR

CONTRACTING OFFICER REPRESENTATIVE

DOUBLE

DETAIL

DIAMETER

DIMENSION

DEAD LOAD

DOWN

DITTO

DRAWING(S)

DOWEL

EACH

EACH FACE

EXPANSION JOINT

ELECTRICAL

ELEVATION

EQUAL

EQUIPMENT

EACH SIDE

EACH WAY

EXISTING

EXPANSION ANCHOR

EXPANSION JOINT

ON CENTER

ON CENTER EACH FACE

ON CENTER EACH WAY

ON CENTER EACH WAY EACH FACE

OPENING

OPPOSITE

PRECAST CONCRETE

POUNDS PER LINEAR FOOT

POSITIVE

PREFABRICATED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POST-TENSION(ED) (ING)

RADIUS

RECTANG(LE) (ULAR)

REINFORCING

SCHEDULE

SQUARE FOOT (FEET)

SIMILAR

SNOW LOAD

SQUARE

STAINLESS STEEL

STANDARD

SPACE(S)

TOP AND BOTTOM

TOTAL LOAD

TOP OF CONCRETE

TOP OF DECK

TOP OF FOOTING

TOP OF MASONRY

TOP OF PLATE

TOP OF STEEL

TOP OF WALL

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WIDE FLANGE

WITH

WITHOUT

WIND LOAD

WORKING POINT

WELDED WIRE FABRIC

WEIGHT

OC

OCEF

OCEW

OCEWEF

OPNG.

OPP.

PC

PLF

POS.

PREFAB.

PSF

PSI

PT

RAD.

RECT.

REINF.

SCHED.

SF

SIM

SL

SQ.

S.S.

STD.

SP.

T&B

TL

TOC

TOD

TOF

TOM

TOP

TOS

TOW

TYP

UNO

VERT.

WF

W/ W/O

WL

WP

WWF

WT.

FOUNDATION

FINISHED FLOOR

FACE TO FACE

FACE OF CONCRETE

FACE OF MASONRY

FACE OF STUD(S)

FINISH(ED)

FLOOR

GAGE

GALVANIZED

GRADE BEAM

GENERAL CONTRACTOR

GLUE-LAMINATED BEAM

GLUE-LAMINATED BEAM

GRADE

HEADED ANCHOR STUD

HOLLOW CORE PLANK

HORIZONTAL

HIGH-STRENGTH BOLT (ASTM A325)

INSIDE FACE

JOIST

KIP (1000 POUNDS)

KNOCK OUT BOND BEAM

KIPS PER LINEAR FOOT

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

POUNDS (FORCE)

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

MOMENT CONNECTION

MASONRY CONTROL JOINT

MECHANICAL

MAXIMUM

MANUFACTURER(`S)

MINIMUM

MASONRY OPENING

METAL

NOT APPLICABLE

NEGATIVE

NEAR FACE

NOT IN CONTRACT

NOMINAL

NEAR SIDE

NOT TO SCALE

FNDN.

FF

F/F

FOC

FOM

FOS

FIN.

FLR.

GA

GALV

GB

GC

GLB

GLULAM

GR.

HAS

HCP

HORIZ.

HSB

IF

JST.

K

KOBB

KLF

KSF

KSI

LBS. (#)

LL

LLH

LLV

LONG.

MC

MCJ

MECH.

MAX.

MFR(`S)

MIN.

MO

MTL. OR MET.

N/A

NEG.

NF

NIC

NOM.

NS

NTS

STANDARD STRUCTURAL ABBREVIATIONS GENERAL NOTES

1.

2.

3.

4.

5.

DESIGN LOADS:

A. ROOF LIVE LOADS 20 PSF.

B. WIND LOADS IN ACCORDANCE WITH UFC 3-301-01: ULTIMATE WIND

SPEED OF 115 MPH (RISK CATEGORY II) EXPOSURE "C", IMPORTANCE

FACTOR I = 1.0

C. GROUND SNOW: 5 PSF

D. SEISMIC: UFC 3-310-01

OCCUPANCY CATEGORY II

SEISMIC IMPORTANCE FACTOR I= 1.0

SITE CLASSIFICATION D

SHORT PERIOD SPECTRAL ACCELERATION SS=0.53g ONE-SECOND SPECTRAL ACCELERATION S1=0.17g

0.2 SEC DESIGN SPECTRAL RESPONSE ACCEL.: SDS=0.486g

1.0 SEC DESIGN SPECTRAL RESPONSE ACCEL.: SD1=0.240g

SEISMIC DESIGN CATEGORY: D

BASIC SEISMIC FORCE RESISTING SYSTEM:

SPECIAL REINFORCED MASONRY SHEAR WALLS

RESPONSE MODIFICATION COEFFICIENT R = 5.0

SEISMIC RESPONSE COEFFICIENT CS=0.0972

DESIGN BASE SHEAR V=0.0972W

ANALYSIS PROCEDURE: E.L.F.

SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED ANCHORS

SHOWN ON DRAWINGS WILL NOT BE PERMITTED. WELDED STUD PLATE

ANCHORS OF EQUIVALENT PULLOUT STRENGTH MAY BE SUBSTITUTED FOR

PLATE ANCHORS SHOWN ON DRAWINGS SUBJECT TO APPROVAL OF

CONTRACTING OFFICER.

ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF

UNDER ALL FLOOR SLABS ON GROUND, PLACE A 6" THICK CAPILLARY

WATER BARRIER UNLESS NOTED OTHERWISE.

SUBGRADE SOIL PREPARATION SHALL CONSIST OF REMOVING EXISTING

SOIL MATERIALS TO ELEVATIONS REQUIRED, BACKFILLED WITH APPROVED

SATISFACTORY SOIL MATERIALS COMPACTED AS SPECIFIED.

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

DR

AW

N

BY

CH

EC

KE

D

BY

DE

SI

G N

BY

SU

BM

IT

TE

D B

Y:

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

S-

1.

DW

G

S-001001

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

AI

R C

O M

BA

T

C O

M M

AN

D

SY

M

BO

LS

A

BB

R

EV

IA

TI

O

N S

1. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS

BEFORE STARTING WORK. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY

OF ANY DISCREPANCIES.

2. CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER

THE GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.

3. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS

OF THE LATEST CODES, UFC'S AND ASCE 7-10.

4. SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A LIST OF ALL

PROPOSED SUBSTITUTIONS TO THE CONTRACTING OFFICER FOR REVIEW

BEFORE FABRICATION.

5. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED

FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS SIMILAR

WORK SHOWN ON DRAWINGS.

6. PIPES, DUCTS ETC: DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER FOR

PIPES, DUCTS ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN

APPROVAL FROM THE CONTRACTING OFFICER FOR INSTALLATION OF ANY

ADDITIONAL PIPES, DUCTS ETC.

7. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED

CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING

PERFORMED.

8. CONSTRUCTION LOADS: EVENLY DISTRIBUTE MATERIALS IF PLACED ON

FRAMED FLOORS OR ROOFS. DO NOT EXCEED THE ALLOWABLE LOADING FOR

THE SUPPORTING MEMBERS AND THEIR CONNECTIONS.

9. THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS,

REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR

NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING

CONSTRUCTION OF THE STRUCTURAL MEMBERS.

10. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR DEPRESSIONS, SLOPES,

DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, ETC.

11. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SLEEVES AND

HANGERS FOR PIPES, DUCTS AND EQUIPMENT.

12. WRITTEN APPROVAL FROM THE CONTRACTING OFFICER IS REQUIRED FOR ANY

DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS.

13. STRUCTURAL DRAWINGS INDICATE ONLY THE APPROXIMATE LOCATION OF

MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS THE RELATED

AUXILIARY FRAMING NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL

POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT

PROVIDED. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK

BETWEEN SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING

NECESSARY DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED.

14. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AS

REQUIRED DURING THE CONSTRUCTION OF THE NEW STRUCTURAL STYSTEM.

BRACING MUST REMAIN IN PLACE UNTIL THE NEW STRUCTURAL SYSTEM IS

COMPLETE INCLUDING BEAMS, COLUMNS, CONNECTIONS, BRACES,

DIAPHRAGMS, SHEAR WALLS, AND LOAD BEARING WALLS.

15. TEMPORARILY BRACE CONCRETE GRADE WALLS IF BACKFILL IS ONLY ON ONE

SIDE OR BACKFILL BOTH SIDES SIMULTANEOUSLY TO PREVENT DEFLECTION,

CRACKING, OR FAILURE OF CONCRETE GRADE WALLS.

16. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALLL APPLICABLE

LOCAL SAFETY REQUIREMENTS, ALL OSHA REQUIREMENTS AND EM385-1-1. IN

CASE OF CONFLICTS EM 385-1-1 GOVERNS.

17. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS

AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT

INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. THE

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND

ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION.

18. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY

DEVICES, INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE

FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH

STANDARDS, LAWS AND REGULATIONS.

GENERAL REQUIREMENTS

1. PROVIDE CONCRETE WITH A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF

4,000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE.

2. CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60 FOR CONCRETE

REINFORCING.

3. PROVIDE LAP SPLICES PER THE REINFORCING SPLICE LENGTH SCHEDULE ON

SHEET S-002, AND PROVIDE EMBEDMENT LENGTHS PER THE REINFORCING

DEVELOPMENT LENGTH SCHEDULE ON SHEET S-002.

4. UNLESS NOTED OTHERWISE, PROVIDE CONCRETE COVER OVER STEEL

REINFORCING PER THE MINIMUMS REQUIRED BY ACI 318.

5. FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE DETAILS OF ACI

315, "DETAILING OF CONCRETE REINFORCEMENT".

6. PROVIDE 3/4" CHAMFER ON EXPOSED CORNERS OF ALL CONCRETE EDGES

UNLESS NOTED OTHERWISE.

7. PROVIDE REINFORCING AT MID DEPTH IN 4" SLABS, IN UPPER 1/3 AT 5" AND 6"

SLABS AND 2" CLEAR FROM TOP AND BOTTOM (2-MATS) IN 8" SLAB FOR FLOOR

SLABS ON GRADE. UNLESS NOTED OTHERWISE.

8. FOR TYPICAL CONCRETE SLAB BLOCKOUT FOR COLUMNS, SEE DETAILS 13, 14,

15 AND 16 ON S-00X.

9. PROVIDE ADDITIONAL REINFORCING AT ALL SLAB REENTRANT CORNERS THAT

DO NOT HAVE A CONSTRUCTION JOINT PER DETAILS 6 AND 7 ON SHEET S-00X.

10. PROVIDE ADDITIONAL REINFORCING AROUND CONCRETE SLAB OR WALL

OPENINGS PER DETAIL 8/S-00X.

11. ISOLATE SLABS ON GRADE FROM THE REST OF THE STRUCTURE PER DETAIL

5/S-00X.

12. JOINTS INDICATED ON THESE DRAWINGS IN SLABS ON GRADE MAY BE EITHER

CONTROL JOINTS (DETAILS 1 OR 3 ON SHEET S-002) OR CONSTRUCTION JOINTS

(DETAIL 2 OR 4 ON SHEET S-002), UNLESS SPECIFICALLY NOTED OTHERWISE.

13. PROVIDE CONTINUOUS HORIZONTAL REINFORCEMENT AROUND CORNERS OR

HAVE CORNER BARS IN STEM WALLS, TURNED DOWN EDGES, AND GRADE

BEAMS PER DETAILS 9, 10, 11 AND 12 ON SHEET S-00X.

14. PROVIDE EXTERIOR EQUIPMENT PADS PER DETAIL 19/S-00X.

15. PROVIDE INTERIOR EQUIPMENT PADS PER DETAIL 20/S-00X.

16. PROVIDE TYPICAL STEPPED FOOTING PER DETAIL 17/S-00X.

17. PROVIDE TYPICAL EXTERIOR STAIR PER DETAIL 18/S-00X.

18. FOR MATERIAL AND SUBGRADE PREPARATION UNDER SLABS ON GRADE AND

FOOTINGS REFER TO GENERAL NOTES ON SHEET S-00X, SEE DETAIL 1/S-00X.

19. PROVIDE ASTM F1554, GRADE 36, ANCHOR BOLTS UNLESS NOTED OTHERWISE.

HOLD ANCHOR BOLTS SECURELY IN PLACE WHILE THE CONCRETE IS CAST

AROUND THEM, SEE ANCHOR BOLT SCHEDULE ON SHEET S-00X.

20. LAP LENGTHS SHOWN ON DETAILS ARE NOT NECESSARILY TO SCALE. USE LAP

LENGTHS FROM SPLICE LENGTH SCHEDULE ON SHEET S-00X.

21. HOOK LENGTHS SHOWN ON DETAILS ARE NOT NECESSARILY TO SCALE. USE

HOOK LENGTHS FROM DEVELOPMENT LENGTH SCHEDULE ON SHEET S-00X.

TURN DOWEL AS REQUIRED IN ORDER FOR HOOK LENGTH TO FIT.

22. COORDINATE WITH ELECTRICAL CONTRACTOR FOR FOUNDATION GROUNDING,

SEE ELECTRICAL DRAWINGS FOR DETAILS.

CONCRETE AND FOUNDATION NOTES CONCRETE AND FOUNDATION NOTES

1. PROVIDE 2 CELL CMU WITH A SPECIFIED MINIMUM COMPRESSIVE STRENGTH

OF 1900 PSI ON NET AREA AT 28 DAYS. F'm = 1500 PSI.

2. PROVIDE TYPE "M" OR "S" MORTAR.

3. FILL SOLID ALL CMU BOND BEAMS, LINTELS, AND CELLS AS INDICATED ON THE

FOUNDATION LEGEND WITH 2000 PSI CONCRETE GROUT. SEE LINTEL

SCHEDULE SHEET S-00X.

4. PROVIDE SUFFICIENT VERTICAL ALIGNMENT FOR VERTICAL CELLS TO BE

FILLED TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL

NOT LESS THAN 2"X3" IN PLAN DIMENSIONS.

5. PROVIDE A DOWEL EMBEDDED IN AND EXTENDING OUT OF THE FOUNDATION

FOR EACH VERTICAL REINFORCING BAR IN THE CMU PER DETAIL 1 ON SHEET S-

00X. PROVIDE DOWEL OF SAME SIZE AS VERTICAL BAR.

6. LAP AND SPLICE REINFORCING STEEL IN MASONRY PER THE SCHEDULE ON

SHEET S-00X.

7. PROVIDE HORIZONTAL REINFORCING IN THE FORM OF KNOCKOUT BOND

BEAMS WITH (2) #4 CONTINUOUS UNLESS NOTED OTHERWISE. PROVIDE BOND

BEAMS AT A SPACING NOT EXCEEDING THE SMALLEST OF THE FOLLOWING:

A. 1/3 THE LENGTH OF THE WALL

B. 1/3 THE HEIGHT OF THE WALL

C. 4'-0" O.C.

8. INSTALL CORNER BARS OF SAME SIZE AS BOND BEAM REINFORCING IN BOND

BEAMS FOR EACH HORIZONTAL REINFORCING BAR.

9. EXTEND NORMAL VERTICAL WALL REINFORCING CONTINUOUSLY FROM THE

TOP OF FOUNDATION TO EMBED AT LEAST 6" INTO THE TOP OF WALL BOND

BEAM.

10. PROVIDE AT LEAST 3" VERTICAL SLOTS INTO THE HEIGHT OF AN 8" BLOCK UNIT

IN KNOCKOUT BOND BEAMS.

11. INSTALL ONE ADDITIONAL #4 HOOKED DOWEL IN THE TOP OF ALL MASONRY

WALLS AT EACH VERTICAL WALL CELL CONTAINING VERTICAL REINFORCING.

PROJECT THE DOWELS 24" INTO THE WALL AND HOOK 6" INTO THE WALL TOP

BOND BEAM.

12. PROVIDE ADDITIONAL (2) #5 REINFORCING BARS ALONG SIDES, TOP AND

BOTTOM OF ALL CMU WALL OPENINGS. EXTEND REINFORCING 2'-0" BEYOND

OPENING, SEE DETAIL 1/S-00X.

13. PROVIDE CMU WALL CONTROL JOINTS SPACED AS FOLLOWS:

A. MAXIMUM OF 24'-0" ON CENTER

B. MAXIMUM OF 12'-0" FROM A MASONRY BONDED CORNER

C. MINIMUM OF 2'-0" FROM EDGE OF WALL OPENINGS

14. DETAIL CONTROL JOINTS PER DETAIL 2/S-00X AND DETAIL 3/S-00X. FOR

CONTROL JOINT LOCATIONS SEE THE ARCHITECTURAL DRAWINGS.

15. PROVIDE AN ADDITIONAL VERTICAL BAR, SAME SIZE AND LENGTH AS THE

NORMAL VERTICAL REINFORCING BAR:

A. AS SHOWN ON DRAWINGS.

B. AT END OF DISCONTINUOUS WALLS AND AT OPENINGS; SEE 6/S-00X.

C. AT A CORNER INTERSECTION OF TWO WALLS; SEE 4/S-00X AND 5/S-

00X.

16. INTERWEAVE CORNER BLOCKS BETWEEN TWO WALLS.

17. PROVIDE ALL HORIZONTAL SHEAR STEEL IN THE FORM OF TIES FOR EVERY

PIER OR WALL SECTION WHOSE WIDTH IS 3'-4" OR LESS, PER 7/S-00X.

18. PROVIDE (3) VERTICAL BARS TO MATCH VERTICAL WALL REINFORCING AT

BEAM BEARING LOCATION, SEE 10/S-00X.

19. PROVIDE VERTICAL WALL REINFORCING AS INDICATED IN THE LEGEND ON THE

FOUNDATION PLAN. PROVIDE VERTICAL WALL REINFORCING AT A SPACING NOT

EXCEEDING THE SMALLEST OF THE FOLLOWING:

A. SPACING SHOWN IN THE LEGEND ON FOUNDATION PLAN

B. 1/3 THE LENGTH OF THE WALL

C. 1/3 THE HEIGHT OF THE WALL

D. 4'-0" O.C.

20. PROVIDE SLOPED BOND BEAMS PER DETAILS 8 AND 9 ON S-00X WHERE TOP OF

WALL IS SLOPED ALONG THE UNDERSIDE OF THE ROOF DECK.

21. PROVIDE A LINTEL AT ALL PENETRATIONS OR OPENINGS WIDER THAN 8" PER

LINTEL SCHEDULE ON SHEET S-00X.

22. PROVIDE HILTI HIT-TZ THREADED RODS WITH HILTI HY-150 ADHESIVE OR

APPROVED EQUAL FOR ADHESIVE ANCHORS. SUBSTITUTION OF EXPANSION

ANCHORS FOR ADHESIVE ANCHORS IS NOT ALLOWED.

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

DR

AW

N

BY

CH

EC

KE

D

BY

DE

SI

G N

BY

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

SU

BM

IT

TE

D

S-

2.

DW

G

S-002

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

AI

R C

O M

BA

T

C O

M M

AN

D

G

EN

ER

AL

N O

TE

B

C

D

3 4

8" CMU WALL WITH

#5 @ 32" O.C.

GROUT SOLID ALL

CELLS WITH

REINFORING

2'-0" WIDE

CONTINUOUS

FOOTING

5" THICK SLAB WITH

#4 AT 18" O.C.E.W.

5" THICK SLAB WITH

#4 AT 18" O.C.E.W.

8'

- 0

10' - 8" 22' - 8" 20' - 0"

3'-0" WIDE

CONTINUOUS

FOOTING

2'-0" WIDE

CONTINUOUS

FOOTING

3'-0" WIDE

CONTINUOU

S FOOTING

3'-0" WIDE

CONTINUOUS

FOOTING

2'-0" WIDE

CONTINUOUS

FOOTING

4'-0" X 4'-0" X 1'-0"

FOOTING

5'

- 6

19' - 0"

15' - 10"

CONTROL JOINTS

A1 S-501

A4 S-501

A4 S-501

A4 S-501

A1 S-501

A1 S-501

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

DR

AW

N

BY

CH

EC

KE

D

BY

DE

SI

G N

BY

SU

BM

IT

TE

D B

Y:

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

S-

1.

DW

G

S-101

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

AI

R C

O M

BA

T

C O

M M

AN

D

FR

AM

IN

G

P

LA

N -F

IR

ST

F

LO

O R

-O

VE

R

AL

L

1/4" = 1'-0"A1 FIRST FLOOR FOUNDATION PLAN

NORTH

0 1' 2' 4' 8'

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

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

F F F

A

2 3 4

B

C

D

VALL

EYVALLEY

VALLEYVALL

EY

R

ID

G E

R

ID

G E

B1

A-301

A1

A-301

RIDGE 3:123:12

3:123:12

:1

:1

RID

G

ERIDG

E

RIDG

ERID

G E

3:123:12

:1

:1

OPEN ENDED GUTTER

ALONG FACIA

OPEN ENDED GUTTER

ALONG FACIA

1. COORDINATE ALL ROOF PENETRATIONS WITH

MECHANICAL AND PLUMBING DRAWINGS.

2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTNING

PROTECTION PLAN.

REQUIRED MINIMUM ROOF INSULATION R-30 VALUE = RE:

SPECS, U.N.O.

GENERAL SHEET NOTES

ROOF FINISH MATERIAL TO BE

CONCRETE FLAT ROOF TILES

(CRT-1), RE: FINISH LEGEND

LEGEND

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-103

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

R O

O F

P L A

N

1/4" = 1'-0"A1

ROOF PLAN

NORTH

P

H

HH H

H

H

H

H

H

H

H

H H

H H

H

EXPOSED CEILING OPEN TO

STRUCTURE

SUPPLY AIR DIFFUSER

ACT-1, ACOUSTICAL TILE CEILING

RECESSED MOUNTED

FLUORESCENT LIGHT FIXTURE

RETURN AIR DIFFUSER

CEILING MOUNTED LUMINAIRE

EMERGENCY - RECESSED MOUNTED

FLUORESCENT LIGHT FIXTURE

GYPSUM WALLBOARD - UNLESS

NOTED OTHERWISE

EXIT LIGHT

WALL (SURFACE) MOUNTED

FLUORESCENT LIGHT FIXTURE W/LENS

LINEAR PENDANT LUMINAIRE

EMERGENCY BATTERY PACK UNIT

LEGEND

ACT-2, CEILING TILE CLOUD, RE:

FINISH LEGEND

PLASTER SOFFIT - 3-COAT PLASTER

SYSTEM AT SOFFIT

OCCUPANCY SENSOR0

1. UNLESS NOTED OTHERWISE, ALL DOWNLIGHTS,

SPEAKERS, SPRINKLER HEADS, ETC. SHALL BE

CENTERED IN CEILING TILE (THESE ITEMS MAY NOT BE

GRAPHICALLY CENTERED).

2. ARCHITECTURAL CEILING PLANS ARE FOR LOCATING

FIXTURES UNLESS NOTED OTHERWISE. FOR

ADDITIONAL INFORMATION AND RELATED WORK, RE:

ELECTRICAL LIGHTING, MECHANICAL AND PLUMBING.

ALL ACT TO BE 10'-0" AFF UNO. REFER FINISH SCHEDULE

FOR ADDITIONAL CEILING TYPE INFORMATION.

4. ALIGN CEILING MOUNTED STROBES AND SMOKE

DETECTORS, TYP.

5. PROVIDE SOFFIT SUPPORT FRAMING SYSTEM

DESIGNED TO RESIST GRAVITY LOADS AND INDICATED

WIND LOADS.

6. REFER DETAILS FOR TYPICAL CEILING AND SOFFIT

DETAILS.

7. LOCATE CENTER OF LIGHTS ON DIMENSIONS

CENTERLINES, TYPICAL (LIGHTS MAY NOT BE

GRAPHICALLY CENTERED).

GENERAL SHEET NOTES1

A

2 3 4

B

C

D

VESTIBULE

LOBBY

8' - 0"

8' - 0" 8' - 0"

8' - 0"

PBD-1

PBD-1

PBD-1

PBD-1

1' - 6"

12' - 0" 6' - 0"

2' - 0"

2' - 0"

2' - 0"

STORAGE

MECH/ELEC.

COMM.

JAN

MEN

WOMEN

ID PROCESSING

OFFICE

PATIO

8' - 0"

10' - 7 1/2"

MECH YARD

COVERED ENTRY

9' - 0"

A4

A-302

A7

A-302

10' - 0"

9' - 0"

A4

A-302

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-111

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

R E

F L

E C

T E

D C

E

IL

IN

G

P L A

N

1/4" = 1'-0"A1

REFLECTED CEILING PLAN

NORTH

FIRST FLOOR

100' - 0"

B.O. SOFFIT

110' - 8"

3"

12"

8' - 0"

DARK BROWN

SMOOTH-FACE

TAN SPLIT-FACE

BAND

SANDSTONE

SMOOTH-FACE

CORNER

TAN PRECAST SILL

DARK BROWN

SMOOTH-FACE BAND

BROWN SPLIT- FACE FIELD

SANDSTONE

SPLIT-FACE

(WAINSCOT)

ALUMINUM

STOREFRONT

ENTRANCE

6'-8"W X 6'-0"H

ALUM. WINDOW

3' - 0" 7" 3' - 0"7"

GT-1

TAN PRECAST

SILL

SANDSTONE SMOOTH-

FACE CORNER

CRT-1

STUCCO FINISH ON

SOFFIT PANEL

STUCCO FINISH ON ROOF

FACIA AND SOFFIT

B1

A-301

A-503

B4

T.O. RIDGE

116' - 1 3/4"

CRT-1CRT-1

FIRST FLOOR

100' - 0"

B.O. SOFFIT

110' - 8"

1 2 3 4

3' - 0" 7"7" 3' - 0"

GT-1

CRT-1

DARK BROWN

SMOOTH-FACE

TAN SPLIT-FACE BAND

SANDSTONE

SMOOTH-FACE

CORNER

DARK BROWN

SMOOTH-FACE BAND

SANDSTONE SPLIT-

FACE (WAINSCOT)

STUCCO FINISH ON

SOFFIT PANEL

STUCCO FINISH ON ROOF FACIA AND SOFFIT

BLDG #

ROOM

T.O. RIDGE

116' - 1 3/4"

BLDG #

ROOM

CRT-1

CRT-1

RE: MECHANICAL

NO

SMOKING

NO

SMOKING

1. PLACE CONTROL JOINTS EQUALLY ALONG LENGTH OF

WALL.

FOR EXTERIOR SIGNAGE DETAILS REFER TO A-507

3. FOR DOOR & WINDOW SCHEDULE REFER TO A-601

GENERAL SHEET NOTES

LEGEND

CRT-1, CONRETE ROOF FLAT TILES,

RE: FINISH SCHEDULE

DARK BROWN SPLIT-FACE FIELD

BROWN SPLIT-FACE FIELD

SANDSTONE SMOOTH -FACE

CORNER

SANDSTONE SPLIT-FACE

(WAINSCOT)

DARK BROWN SMOOTH-FACE BAND

TAN SPLIT-FACE BAND

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 -2

.D W

G

A-201

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

E X

T E

R

IO

R E

L E

V A

T

IO

N S

1/4" = 1'-0"C1

NORTH ELEVATION

1/4" = 1'-0"B1

SOUTH ELEVATION

0 2' 4' 8' 16'

0 2' 4' 8' 16'

FIRST FLOOR

100' - 0"

B.O. SOFFIT

110' - 8"

A B C D

7" 3' - 0" 3' - 0" 7"

COVERED

ENTRY

CRT-1

DARK BROWN

SMOOTH-FACE

TAN SPLIT FACE BAND

SANDSTONE

SMOOTH-FACE

CORNER

DARK BROWN

SMOOTH-FACE BAND

SANDSTONE SPLIT-

FACE (WAINSCOT)

DARK BROWN

SPLIT-FACE FIELD

BROWN SPLIT-

FACE FIELD

DARK BROWN

SPLIT-FACE FIELD

STUCCO FINISH ON ROOF

FACIA AND SOFFIT STUCCO FINISH ON ROOF

FACIA AND SOFFIT

A1

A-302

A1

A-301

T.O. RIDGE

116' - 1 3/4"

RE: MECHANICAL

CRT-1

CRT-1

FIRST FLOOR

100' - 0"

B.O. SOFFIT

110' - 8"

ABCD

VISITOR CENTER

3' - 0" 7"7" 3' - 0"

COVERED

ENTRY

CRT-1

DARK BROWN

SMOOTH-FACE

TAN SPLIT FACE BAND

DARK BROWN

SMOOTH-FACE BAND

SANDSTONE SPLIT-

FACE (WAINSCOT)

DARK BROWN

SPLIT-FACE FIELD

BROWN SPLIT-

FACE FIELD

DARK BROWN

SPLIT-FACE FIELD

STUCCO FINISH

ON ROOF FACIA

AND SOFFIT

SANDSTONE SMOOTH-

FACE CORNER

A1

A-302

A1

A-301

DARK BRONZE ANODIZED ALUMINUM,

EXTERIOR RATED WEATHERPROOF

SIGNAGE, HELVETICA MEDIUM FONT,

PIN MOUNTED DIRECTLY ON CMU

A-503

B4

T.O. RIDGE

116' - 1 3/4"

STUCCO FINISH ON ROOF

FACIA AND SOFFIT

CRT-1

CRT-1

1. PLACE CONTROL JOINTS EQUALLY ALONG LENGTH OF

WALL.

FOR EXTERIOR SIGNAGE DETAILS REFER TO A-507

3. FOR DOOR & WINDOW SCHEDULE REFER TO A-601

GENERAL SHEET NOTES

LEGEND

CRT-1, CONRETE ROOF FLAT TILES,

RE: FINISH SCHEDULE

DARK BROWN SPLIT-FACE FIELD

BROWN SPLIT-FACE FIELD

SANDSTONE SMOOTH -FACE

CORNER

SANDSTONE SPLIT-FACE

(WAINSCOT)

DARK BROWN SMOOTH-FACE BAND

TAN SPLIT-FACE BAND

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 -2

.D W

G

A-202

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

E X

T E

R

IO

R E

L E

V A

T

IO

N S

1/4" = 1'-0"C1

EAST ELEVATION

0 2' 4' 8' 16'

0 2' 4' 8' 16' 1/4" = 1'-0"B1

WEST ELEVATION

A-401

B3

A-401 A2

A1

A4

A3

B1

B2B4

WOMEN

MEN

JAN

COMM.

A4A A4A

A4A4

A4

A4A4

2 5

FIRST FLOOR

100' - 0"

CT-1

PT-1

FIRST FLOOR

100' - 0"

PT-1

CT-1

ACCESSORY MOUNTING HEIGHT

A F

F M

A X

WATER CLOSET,

WALL MOUNTED ADA

URINAL, WALL

MOUNTED ADA

LAVATORY, WALL

MOUNTED

MIRROR

WITH SHELF

FIRE

EXTINGUISHER

CABINET

M A

X

URINAL

SCREEN

ELECTRIC

WATER COOLER

ACCESSIBLE

SIDE. 2'-11" MAX

TO SPOUT. 2'-3"

MIN KNEE CLR.

'-0

M

A X

RESTROOM

MOUNTING

HEIGHTS

LAVATORY WALL-MOUNTED

MIRROR ABOVE LAVATORY

1' - 0" 3' - 6"

4' - 6" MIN.

3' - 0"

1' - 0" MIN.

A F

F M

A X

RIM

EXTENDS

14" FROM

WALL MIN.

A F

F M

A X

M

IN

A F

F M

A X

INSULATE

EXPOSED

PIPES

BOTTOM OF

SKIRT,

IF

APPLICABLE

7" - 9"

MIRROR

LOCATED

ABOVE

LAVATORY

TOILET

PAPER

DISPENSER

250 FT./LB. MIN.

FORCE IN ANY

DIRECTION

SANITARY

NAPKIN

DISPENSER

TOILET SEAT

COVER

DISPENSER

FACE OF

WALL

M

IN

M

IN

M

A X

39" MIN - 41" MAX

M

IN

M

IN

M

A X

1-1/2" MIN.

BETWEEN TOP OF

DISPENSER TO

BOTTOM OF BAR

2' - 0" MIN.

1' - 6"

A F

F M

A X

MOP RACK

RECESSED PAPER

TOWEL DISPENSER

AND WASTE

REEPTACLE

TOILET ACCESSORY SCHEDULE

MARK MANUF. NO. DESCRIPTION UNIT

HEIGHT

UNIT

WIDTH

UNIT

DEPTH

B-6806-18, B-6806-36 and B-6806-42 18 ' 36" and 42" Grab Bar 3 1/4" VARIES 3"

2 2840 Toilet Roll Dispenser 16" 4" 5"

SPEC ID

GB

TP

3 781-3042 30" X 42" Mirror 42" 30" 1/2"M

4 B239-34 Mop Rack 13" 34" 8"MR

5 4721-15 Partition Mounted Napkin Disposal

15 1/8" 12 3/4" 4"SND

6 B4063 Soap Dispenser 6 3/8" 7 1/4" 4"SD

7 B43944 Recessed Paper Towel Dispenser and Waste

Receptacle

56 1/4" 17 7/16" 4 3/4"PTD

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 -4

.D W

G

A-401

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

E N

L A

R G

E D

T O

IL

E

T R

O O

M P

L A

N S

1/2" = 1'-0"D1

ENLARGED FLOOR PLAN

0 6" 1' 2' 4'

1/2" = 1'-0"B1

NORTH ELEVATION

0 6" 1' 2' 4'

NORTH

1/2" = 1'-0"B2

EAST ELEVATION

0 6" 1' 2' 4' 1/2" = 1'-0"B3

SOUTH ELEVATION

0 6" 1' 2' 4' 1/2" = 1'-0"B4

WEST ELEVATION

0 6" 1' 2' 4'

1/2" = 1'-0"A1

NORTH ELEVATION

1/2" = 1'-0"A2

EAST ELEVATION

1/2" = 1'-0"A3

SOUTH ELEVATION

1/2" = 1'-0"A4

WEST ELEVATION

0 6" 1' 2' 4' 0 6" 1' 2' 4' 0 6" 1' 2' 4'

• INTERIOR (SINGLE)

• WOOD (SOLID CORE)

• PAINT EPT-1

• EXISTING DOORS IN

FACILITY

TYPE B

WIDTH

H E

IG

H

T

• EXTERIOR (SINGLE)

• HOLLOW METAL

• PAINT EPT-1

• INSULATED (U: 0.31)

TYPE A

WIDTH

H E

IG

H

T

• EXTERIOR

• HOLLOW METAL

• PAINT: EPT-1

• INSULATED (U: 0.31)

TYPE 1

• INTERIOR

• HOLLOW METAL

• PAINT: EPT-1

TYPE 2

WIDTH

H E

IG

H

T

H E

IG

H

T

" WIDTH

SET #1 - Main Entry (Access Control)

Door: 100

1 Continuous Hinge 661HD 628 ST 1 Exit Device 2603 CD 630 PR 1 Exit Device 2601 CD 630 PR 1 Cipher Lock LP1020B 630 SI 1 Core 1-7CMX 626 BE 1 Rim Cylinder 12E-72 PATD 626 BE 2 Mortise Cylinder 1E-74 PATD 626 BE 2 Door Closer CLD-4550 EDA P45-180 689 ST 2 Door Stop 1214H 626 TR 2 Door Sweep 200 NA SMS-TEKS NA 1 Saddle Threshold 426 SSMS/EA NA *2 Door Position Switch MC4 DM

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