062116_Drawings.pdf

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

HILL AFB, UTAH

ARCH. DESIGN WEST

ANDY TONGISH

DESIGNER

A-E FIRM

DESCRIPTION BY

ENGINEERING ASSISTANT

HILL AFB, UTAH

DATE

DATE

DATE

DATE

REVISION

DATE

DATE

DATE

ELECTRICAL REVIEW

MECHANICAL REVIEW

CIVIL/STRUCTURAL REVIEW

PHYS HANDICAP/INT DESIGN

BASE COMPREHENSIVE PLANNER

ARCHITECTURAL COMPATIBILITY

DEPARTMENT OF THE AIR FORCE

75TH AIR BASE WING

75TH CIVIL ENGINEER GROUP

DATE

DATE

DATE

DATE DATE

WORK REQUEST NO.

KRSM NO.

BASE PROJECT MANAGER

OF

DATE

SHEET

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

COMMUNICATIONS

SAFETY

DATE FIRE DEPARTMENT

BIOENVIRONMENTAL REVIEW

ENVIRONMENTAL REVIEW

CUSTOMER-FUNCTIONAL REVIEW

CORROSION ENGINEER

ENERGY CONSERVATION REVIEW

FIRE PROTECTION REVIEW

SECURITY FORCES

CHIEF ENGINEER

CHIEF PROJECT MANAGEMENT

FORCE PROTECTION

APPROVED-75 CEG

57154

TITLE SHEET

MAINTENANCE ENGINEERING

CIVIL ENGINEER

PARSONS BRINKERHOFF

488 E. WINCHESTER, SUITE 400

MURRAY, UTAH 84107

PHONE 801-288-3278

MECHANICAL ENGINEER

VAN BOERUM & FRANK ASSOC.

330 S. 300 E.

SALT LAKE CITY, UTAH 84111

PHONE 801-530-3148

FAX 801-530-2708

ELECTRICAL ENGINEER & FIRE PROTECTION

SPECTRUM ENGINEERS, INC.

324 S. STATE STREET, SUITE 400

SALT LAKE CITY, UTAH 84111

PHONE 801-328-5151

FAX 801-401-8422

COST CONTROL

PARAMETRIX, INC.

7186 SOUTH HIGHLAND DRIVE

SALT LAKE CITY, UTAH 84121

PHONE 801-733-5900

STRUCTURAL ENGINEER

ARW ENGINEERS

1594 W. PARK CIRCLE

OGDEN, UTAH 84404

PHONE 801-782-6008

FAX 801-782-4656

G-001

1 73

KRSM 142043

DEPARTMENT OF THE AIR FORCE

75TH AIR BASE WING

75TH CIVIL ENGINEER GROUP

PROJECT ARCHITECT

ARCHITECTURAL DESIGN WEST

795 NORTH 400 WEST

SALT LAKE CITY, UTAH 84103

PHONE 801-539-8221

FAX 801-539-8224

142043

RIGOBERTO LEON

RENOVATE SOUTHERN BAY G FOR NEW WORKLOAD B 850

FINAL SUBMITTAL

3/2/2015

RE-ISSUED 6/21/2016

BY ADDENDA

JURISDICTION

HILL AIR FORCE BASE

CODE ANALYSIS

AFB DESIGN COMPATIBILITY

2012 (IBC) INTERNATIONAL BUILDING CODE

2012 (IMC) INTERNATIONAL MECHANICAL CODE

2012 (IPC) INTERNATIONAL PLUMBING CODE

2011 (NEC) NATIONAL ELECTRICAL CODE.

UFC 3-600-01 - FIRE PROTECTION

ANSI C-2, NATIONAL ELECTRICAL SAFETY CODE

LIFE SAFETY CODE, NFPA 101

ANSI/ASCE 7-95

GENERAL

OCCUPANCY (IBC 304.1) B / F-1 / S-1

NON SEPARATED OCCUPANCY

TYPE OF CONSTRUCTION (IBC TABLE 503) IIB

BUILDING AREA (TABLE 503)

BUILDING AREA REMAINS UNCHANGED

FIRE-RESISTANCE REQUIREMENTS (TABLE 601)

PRIMARY STRUCTURAL FRAME 0-HR

BEARING WALLS 0-HR

EXTERIOR 0-HR

INTERIOR 0-HR

NONBEARING WALLS 0-HR

EXTERIOR 0-HR

INTERIOR 0-HR

FLOOR CONSTRUCTION 0-HR

ROOF CONSTRUCTION 0-HR

COORIDORS 0-HR

FIRE SUPPRESSION SYSTEM

FIRE EXTINGUISHING SYSTEM YES

OCCUPANT LOAD CALCULATION (IBC 1004.1.1)

STORAGE / MECHANCIAL =7,146 S.F. @ 300 =25 OCCUPANTS

BUSINESS AREAS =3,136 S.F. @ 100 =32 OCCUPANTS

INDUSTRIAL AREAS =16,220 S.F. @ 100 =163 OCCUPANTS

TOTAL OCCUPANTS =220 OCCUPANTS

PLUMBING FIXTURE REQUIREMENTS

RESTROOMS - PROVIDED IN ANOTHER AREA

DRINKING FOUNTAIN - PROVIDED

LEGEND

OCCUPANCY F-1

OCCUPANCY S-1

EXIT

OCCUPANCY B

C

C E

E G

G J

J L

L

2 2

6 6

BA

A

D F H K M

N

N

300K CLEANROOM

MOTOR

VIBRATION

CHANGE

100K CLEANROOM

JANITOR

MECHANICAL

DEMIL

BRAIDING

FIRE

CONFERENCE

OFFICE

105 OFFICE

OFFICE

COMMUNICATIONS

HALLWAY

ENTRANCE/LOCKERS

CABLE SHOP

CABLE SHOP

111 STORAGE

CUBICLES

FORKLIFT TRAVEL

FIRE

PARTICLE MEASURING SYSTEM

AREA OF

PROJECT

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

G-002

R E

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V A

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S O

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FINAL SUBMITTAL

SHEET LIST

INDEX SHEET SHEET NAME

P PLUMBING

38 P-101 PLUMBING PLAN

39 P-102 NATRUAL GAS PLAN

40 P-501 PLUMBING DETAILS

41 P-601 PLUMBING SCHEDULES

42 LG-101 LAB GAS PLAN

43 LG-102 LAB GAS SCHEMATICS

HP HYDRAULIC PIPING

44 HP-101 HYDRAULIC POWER PACK SYSTEM PIPE ISOMETRIC

- SUPPLY LINE

45 HP-102 HYDRAULIC POWER PACK SYSTEM PIPE ISOMETRIC

- RETURN LINE

46 HP-103 HYDRAULIC POWER PACK SYSTEM P&ID - LEGEND &

SYMBOLS

47 HP-104 HYDRAULIC POWER PACK SYSTEM P&ID

48 HP-105 HYDRAULIC POWER PACK SYSTEM STANDARD PIPE

HANGER SUPPORT

E ELECTRICAL

49 EE-001 SYMBOL SCHEDULE, SHEET INDEX

50 EE-601 PANEL SCHEDULES

51 EE-602 PANEL SCHEDULES

52 EE-603 PANEL SCHEDULES

53 ES-101 ELECTRICAL SITE PLAN

54 ED-101 DEMOLITION PLAN

55 EP-101 POWER PLAN

56 EP-102 ROOF POWER PLAN

57 EP-401 ENLARGED POWER PLAN

58 EP-402 ENLARGED POWER PLAN

59 EP-501 DETAILS

60 EP-502 DETAILS

61 EP-503 DETAILS

62 EP-601 DEMOLITION ONE LINE DIAGRAM

63 EP-602 NEW ONE LINE DIAGRAM

64 EP-603 EQUIPMENT SCHEDULE

65 EL-101 LIGHTING PLAN

66 EL-601 LIGHTING FIXTURE SCHEDULE

67 EY-101 AUXILIARY PLAN

68 EY-501 AUXILIARY DETAILS

69 EY-601 AUXILIARY DIAGRAMS

FP FIRE PROTECTION

70 FA-101 FIRE ALARM PLAN

71 FA-601 FIRE ALARM DETAILS

72 FP-101 FIRE PROTECTION PLAN

73 FP-601 FIRE PROTECTION DETAILS

SHEET LIST

INDEX SHEET SHEET NAME

G GENERAL SHEETS

1 G-001 COVER SHEET

2 G-002 SHEET INDEX

C CIVIL

3 CU-100 OVERALL UTILITY / SITE PLAN

4 CU-101 UTILITY PLAN

5 CU-501 CIVIL DETAILS

6 C-101 OVERALL SITE PLAN

7 C-102 SITE PLAN

8 C-103 SITE DETAILS

D DEMOLITION

9 D-101 DEMOLITION PLAN

A ARCHITECTURAL

10 A-101 FLOOR PLAN

11 A-102 ROOF PLAN

12 A-201 EXTERIOR ELEVATION

13 A-301 BUILDING / WALL SECTIONS

14 A-401 ENLARGED PLANS

15 A-402 INTERIOR ELEVATIONS

16 A-601 FINISH FLOOR PLAN

17 A-602 SCHEDULES

18 A-650 EQUIPMENT PLAN

19 A-701 REFLECTED CEILING PLAN

M MECHANICAL

20 M-000 MECHANICAL SYMBOLS

21 M-001 MECHANICAL GENERAL NOTES

22 M-002 MECHANICAL COMCHECK

23 M-101 MECHANICAL FLOOR PLAN

24 M-102 MECHANICAL ROOF PLAN

25 M-301 MECHANICAL SECTIONS

26 M-401 ENLARGED MECHANICAL PLAN

27 M-501 MECHANICAL DETAILS

28 M-601 MECHANICAL SCHEDULES

29 M-602 MECHANICAL SCHEDULES

30 M-603 MECHANICAL SCHEDULES

31 M-701 MECHANICAL SCHEMATICS

32 M-702 MECHANICAL SCHEMATICS

33 M-703 MECHANICAL SCHEMATICS

34 M-704 MECHANICAL SCHEMATICS

35 M-705 MECHANICAL SCHEMATICS

36 MPD-101 MECHANICAL PIPING DEMOLITION PLAN

37 MP-101 MECHANICAL PIPING PLAN

2 1/16" = 1'-0"

EXITING FLOOR PLAN

NORTH

1" = 200'-0"

OVERALL PLAN

B-843

B-850

B-845

B-847

B

B

B

B

B-864

B-859

B-860

B-858

N

0' 50' 100' 200' 300'

Scale: 1"=100'

GRAPHIC SCALE

LEGEND

PROPOSED NATURAL GAS

EXISTING NATURAL GAS

EXISTING UNDERGROUND POWER

EXISTING STEAM LINE

EXISTING STORM DRAIN

EXISTING POTABLE WATER

EXISTING INDUSTRIAL WASTE

EXISTING SANITARY SEWER

EXISTING JET FUEL

EXISTING OVERHEAD ELECTRIC

EXISTING PRESSURE IRRIGATION

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

P R O J E C T

M A N A G E R

D E S I G N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S I T E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A I R

F O R C E

T H

C I V I L

E N G I N E E R

G R O U P

T H

A I R

B A S E

W I N G

CU-100

R E

N O

V A

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TH

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B A

Y G

. F O

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W O

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E R

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A B

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3/2/15

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UT C

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S UT

B

B

B

B-859

Pinch Existing Line and Fuse Weld Tee to tie into Existing 1.5" Gas Line Field Verify size, depth, and material. Coordinate gas outage at Building 838 with Contracting Officer

Construct Poly gas valve in valve box Begin tracer wire inside valve box with 3-feet ± slack above top of valve box

Route pipe under overhead steam line

Retain & Protect Existing Utility Lines Hand Dig both sides of pipe as needed until existing utility line is crossed

Directional Bore or Mole under the roadway open cut and patch not allowed, pull tracer wire under road with gas pipe.

Construct 390'± 1.5", DR11, 80 psi Natural Gas Line

Photo 1 Looking Southeast

Retain & Protect Existing Utility Lines Hand Dig both sides of pipe as needed until existing utility line is crossed

Construct 3'x4' Concrete Pad for Gas Meter Extend Riser through Concrete Pad Construct Rotary Gas Meter with Lockable Bypass, Seismic Automatic Shutoff Valve, and Y Strainer set on Pedestal.

Coordinate pad location so that pipe into building comes in 9" to 12" from Northwest Corner of inside wall and 12" to 18" above finish floor.

Construct 2 bollards on north side of pad to protect gas meter.

N

0' 10' 20' 40' 60'

Scale: 1"=20'

GRAPHIC SCALE

LEGEND

PROPOSED NATURAL GAS

EXISTING NATURAL GAS

EXISTING UNDERGROUND POWER

EXISTING STEAM LINE

EXISTING STORM DRAIN

EXISTING POTABLE WATER

EXISTING INDUSTRIAL WASTE

EXISTING SANITARY SEWER

EXISTING JET FUEL

EXISTING OVERHEAD ELECTRIC

EXISTING PRESSURE IRRIGATION

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

P R O J E C T

M A N A G E R

D E S I G N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S I T E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A I R

F O R C E

T H

C I V I L

E N G I N E E R

G R O U P

T H

A I R

B A S E

W I N G

CU-101

R E

N O

V A

TE

S

O U

TH

E

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B A

Y G

. F O

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E W

W O

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FINAL SUBMITTAL

A B

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B-850

TRENCH ZONE

MATERIAL, SEE

SPECIFICATIONS

IDENTIFICATION TAPE

PIPE ZONE

MATERIAL, SEE

SPECIFICATION

6" FOR PIPES

12" DIA.

OR SMALLER.

#10 AWG. COPPER

WIRE FINDER

PIPE TRENCH DETAIL

PHOTO 1

3'X4' X10" THICK CONCRETE PAD

W/ FIBER MESH

10" THICK SLAB

6" COMPACTED ROAD BASE

4'

3'

1.5" YELLOW NATURAL GAS LINE FROM MAIN

30"x30" RISER UP

1.5" MAIN SHUT OFF VALVE

1.5" AUTOMATIC SEISMIC SHUTOFF VALVE

1.5" PRESSURE REGULATOR, 5 psi OUT

1.5" BYPASS LINE WITH SHUTOFF VAVLE

1.5" ROTARY GAS METER

FLANGE CONNECTIONS

1.5" GAS LINE TO BUILDING

TRANSITION FROM PE TO BLACK IRON PIPE

GAS PAD DETAIL

WELDED CONNECTION

1.5" Ø PIPE SUPPORTS

ANCHOR EACH SUPPORT TO CONCRETE WITH FOUR 1/2"Ø

BOLTS, DRILL AND EPOXY GROUT INTO SLAB 4" MIN.

THREADED JOINT TYPICAL

1.5" GAS LINE TO BUILDING

PROFILE VIEW

PLAN VIEW

3'X4' CONCRETE PAD, 10" THICK

W/ FIBER MESH

SET TOP OF SLAB EVEN WITH TOP OF

WATERWAY

ADJUST PAD LOCATION SO THAT PIPE FROM

METER TURNS UP AT BYPASS TEE, AND

ELBOWS OVER TO WALL WITHOUT ADDITIONAL

BENDS

CORE HOLE IN BUILDING CORNER 9" TO 12"

FROM INSIDE CORNER, 12" TO 18" ABOVE FINISH

FLOOR, COORDINATE WITH MECHANICAL FOR

LOCATION, AFTER PIPE HAS BEEN INSTALLED,

SEAL HOLE IN WALL WITH CAULK

APPROXIMATE FINISH FLOOR

1/2"Ø ANCHOR BOLT 4 EACH PER PLATE

DRILL AND ANCHOR TO SLAB, 4' DEEP EACH

1/4" STEEL PLATE

"Y" STRAINER

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

P R O J E C T

M A N A G E R

D E S I G N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S I T E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A I R

F O R C E

T H

C I V I L

E N G I N E E R

G R O U P

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A I R

B A S E

W I N G

CU-501

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NOTE:

TRENCH MUST BE INSPECTED BY PROJECT

MANAGER OR CONTRACTING OFFICER'S

DESIGNATED REPRESENTATIVE PRIOR TO

BACKFILLING. INSPECTION WILL VERIFY

TRACER WIRE, TRENCH DEPTH, AND PIPE

BEDDING MATERIAL.

1.5" ISOLATION VALVE

1.5" ISOLATION VALVE

NOTE:

ELECTROFUSION WELD OR BUTT FUSION

WELD HDPE PIPE JOINTS. OTHER

METHODS OF PIPE JOINING ONLY WITH

PERMISSION OF CONTRACTING OFFICER.

H A

V E

N U

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CANOPY COLUMNS

CONCRETE RAMP

SEE 1/C-102

LINE OF ASPHALT TO

REMOVE & REPLACED

LINE OF CURB & GUTTER TO REMOVE

FIELD VERIFY

+/- 21'-0"

NEW PAINTED

DIRECTIONAL

ARROW

EXISTING PARKING STRIPES

EXISTING TRANSFORMER

EXISTING POWER POLE

AREA OF ASPHALT

TO BE REPLACED

DOCK

AREA OF ASPHALT

TO BE REPLACED

AREA OF ASPHALT

TO BE REPLACED

NITROGEN EQUIPMENT PAD,

CONSTRUCTION JOINTS

SHALL BE PLACED AT 10'-0"

O.C.

EXITING STAIRS

NITROGEN EQUIPMENT PAD, CONSTRUCTION

JOINTS SHALL BE PLACED AT 10'-0" O.C.

EXITING STAIRS

EXISTING SIDEWALK

& ROCKS

EXISTING PARKING & STRIPING

EXISTING CURB RAMP

NEW TRANSFORMER

FDCFDC

24'-0"

'-0

'-0

40'-0"

6" 19'-6" 19'-6" 6"

4"

NOTE: CONTRACTOR SHALL REMOVE EXISTING WATERWAY LONG SOUTHSIDE OF

BUILDING. ALL PADS AND NEW GRADING SHALL SLOPE AWAY FROM BUILDING

B850

BAY G

C-103

C-103

C-103

6' -0

6'

-1 0"

3'-2" 6'-6" 3'-2"

6'-0"

6' -0

5'

-6

6' -0

6'

-0

9" 6'-6" 9"

S

LO

P E

/8

S

LO

P E

/8

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

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K R S M

N U M B E R

S

IT

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C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

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F O R C E

T H

C

IV

IL

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IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

C-101

R E

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FINAL SUBMITTAL

3/32" = 1'-0"

OVERALL SITE PLAN

NORTH

A D

D

EN

D

/2

1/

H

V E

N U

E

C-102

CANOPY COLUMNS

CONCRETE RAMP

LINE OF ASPHALT TO REMOVE

LINE OF CURB & GUTTER TO REMOVE

FIELD VERIFY

+/- 21'-0"

NEW PAINTED

DIRECTIONAL

ARROW

EXISTING PARKING STRIPES

C-102

ALUMINUM

THRESHOLD

EXISTING CURB & GUTTER

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING SIDEWALK

11'-11"

2' -0

'-0

2' -0

C-102

C-102

C-102

2'-0" 8'-11" 5'-0"

CONCRETE ISLAND

LEVEL W/ SIDEWALK

ASPHALT

4" CONCRETE RAMP

ON BASE

CONCRETE ISLAND

LEVEL W/ SIDEWALK

EXP.

JOINTS

LINE OF CANOPY ABOVE

CMU

COLUMN

EXISTING

BUILDING

DOWN FLAT

8'-0" 3'-11"

100'-0"

100'-0"

100'-0"

99'-6"

LINE OF CANOPY

ABOVE

NOTE: PATCH ASPHALT AS REQUIRED.

PROVIDE PROPER SLOPE.

'-0

HSS 4x4x1/4 COL. ON 1/2"x10"x10" BASE PL W/ (4) 3/4" Ø A.B. ON 16"x16"x2' DEEP

CONC PIER ON FOOTING. TYP.

C-102

OPP.

EXISTING SIDEWALK

HSS 4x4x1/4 COLUMNS

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM W/ 12" PANEL WIDTHS

HM FRAME & DOOR

4" CONCRETE RAMP

WITH BASE MATERIAL

ASPHALT PATCH

PERLINS, SEE CANOPY

FRAMING PLAN

109'-0"

TOP OF COLUMN

PRE-FINISHED MTL. FLASHING

BASE PLATES

HSS TRUSSES

1'-1"

MIN.

2"

NOTE: SEE 3/C-102

FOR FRAMING PLAN

PRE-FINISHED METAL FASCIA

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM W/ 12" PANEL WIDTHS

HSS 4X4X1/4" COLUMN

HM FRAME & DOOR

HSS 4x4x1/4

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM W/ 12" PANEL WIDTHS

100'-0"

TOP OF COLUMN

HM FRAME & DOOR

109'-0"

HSS 4x4x1/4

HSS 4x2x3/16

2' -6

COLUMN BEYOND

BASE PLATE

BASE

PLATE

/2

HSS 4x2x3/16 PURLINS, TYP.

PROVIDE WELDED END CAPS

EACH END

HSS 6x3x3/8

HSS 3x3x1/4

HSS 4x3x1/4

1/4" CAP PL.

NOTE:

WELD ALL JOINTS W/1/4" FILLET

WELDS ALL AROUND

HSS 3X3X1/4

3"

1'-0"

TYP

3/16

C-102

1'-0"

EXTERIOR

LIGHT

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM W/ 12" PANEL WIDTHS

EXISTING BUILDING

RIDGE CAP

SNOW GUARD

PRE-FINISHED MTL. FLASHING

SNOW GUARD

RUN-OFF GUTTER

RUN-OFF GUTTER

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM W/ 12" PANELS WIDTHS

PRE FINISHED METAL FASCIA

BASE PLATE

EXISTING BUILDING

HSS 4x4x1/4 COLUMNS

SNOW GUARD

PRE-FINISHED

MTL. FLASHING

C-102

C-102

EXISTING BUILDING

HSS 4x4x1/4" COLUMN, BELOW TYP.

HSS 4x2x3/16" FRAMING, TYP.

EXISTING

BUILDING

HSS 4x2x3/16" FRAMING, TYP.

EQ

EQ

EQ

EQ

HSS TRUSS,

SEE SECTION

2"

1/

2" 7"

1/

2"

1/4 BASE PL 1/2"X10"X10" W/

(4) 3/4" Ø ANCHOR BOLTS

W/10" MIN. EMBEDMENT

16"X16" PIER. REINFORCE W/ (4)

#5 (V) AND #3 TIES @ 6" O.C.

3'X3'X12" FTG W/ (3) #5 E.W.

2' -0

BASE PLATE

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

C-102

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

S

IT

E P

L A

N

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2 a c t

FINAL SUBMITTAL 1/8" = 1'-0"

SITE PLAN

1/4" = 1'-0"

MAIN ENTRY

1/4" = 1'-0"

CANOPY SECTION

1/4" = 1'-0"

CANOPY ELEVATION

1/4" = 1'-0"

CANOPY SECTION

1/4" = 1'-0"

CANOPY ROOF PLAN

1/4" = 1'-0"

CANOPY ELEVATION

1/4" = 1'-0"

CANOPY FRAMING PLAN

1" = 1'-0"

COLUMN FOUNDATION DETAIL

NORTH

ASPHALT

PIPE HANDRAIL 1-1/2" - 2"

CONCRETE STAIRS

CONCRETE SLAB

EXISTING BUILDING

HM DOORS & FRAME

MECHANICAL

6" CONCRETE

FOUNDATION W/

FOOTINGS

EXISTING FLOOR SLAB

1'-0"

6"

1 1/2" PIPE GUARD

PAINT

1'-0"

ASPHALT

1 1/2" PIPE GUARD

PAINT

CONCRETE STAIRS

CONCRETE SLAB

EXISTING BUILDING

HM DOOR & FRAME

(EXIT ONLY)

FIRE

6" CONCRETE

FOUNDATION

EXISTING FLOOR SLAB

SCHEDULED WALL & CEILING

PROVIDE WALL TYPE W4 FOR

BOTH WALL & CEILING

FRAMING

6"

SURFACE

MOUNTED

LIGHTING

1/4" PLATE

PAINT

BOLT, NUT & WASHER

1 1/2" PIPE

PAINT

ENLARGED BRACKET DETAIL

C-103

3' -6

3' -6

PIPE HANDRAIL 1-1/2" - 2"

" M

IN

FI

EL

D V

ER

IF

Y

3' -0

1'-0"

1' -6

4" 4"

#6 @ 12" oc EACH WAY

7" M

IN

. E

M

BE

D

TOP OF CONCRETE PAD

3/4" BASE PLATE

1" DIA. ANCHOR BOLT

1" GROUT

BASE PLATE - SEE

ENLARGED DETAIL

SEE

3A

6" GRAVEL BASE

CONCRETE SLAB

CONCRETE SLAB

NOTES:

SEE SECTION FOR REINFORCING.

CONCRETE f'c = 5000 psi REINFORCING STEEL fy = 60,000 psi

1' -6

NOTE:

CONTRACTOR SHALL VERIFY

SLAB THICKNESS, SIZE &

REINFORCEMENT W/ NITROGEN

TANK MANUFACTURER

3C

DETAIL

3B

DETAIL

3A

DETAIL

SE

E

N O

TE

A

BO

VE

AS

SU

M E

EXISTING ASPHALTASPHALT PATCH

BASE COURSE

EX

IS

TI

N

G

4"

M

AT

C H

EX

IS

TI

N

G

8"

M

AT

C H

(5) TREADS @ 12"

5'-0"

#4 @ 12" O.C. EACH WAY

#3 NOSE BAR EACH STEP

COMPACTED FILL

PATCHED ASPHALT

SEE: /7 C-103

1" RADIUS NOSE

TYP.

1'-4"

" M

IN

6" FOUNDATION WALL

REINFORCING ?

x'Xx' FOOTING WITH #4's @ 12" O.C. E.W.

6" CONC. SLAB

C-103

C-103

C-103

5'-0"

3' -6

3'

-0

6" 4'-0" 6"

2' -6

6"

10" CONC. PAD

GAS METER

3' -0

1'-6"

EXISTING WATER WAY

EXISTING

WATER WAY

C-103

F.

V.

1' -3

F.V.

2'-0"

FLOOR LINE

5' -0

STANDING SEAM MTL. ROOF

STEEL TUBE

GAS METER, SEE

CIVIL DRAWINGS

CONC. FOUNDATION

TUBE STEEL FRAMING

GAS LINE

BUILDING BEYOND

C-103

STANDING METAL

SEAM ROOFING

2" x 4" x 1/4" STEEL TUBE

FRAMING (4 SIDES),

3" DIA. STEEL TUBE, TYP.

10" CONC. PAD

8"

1/4

2" x 4" x 1/4" STEEL TUBE

FRAMING (4 SIDES), PROVIDE

WELDED END CAPS EACH END

1/4

4" BASE COURSE

8" Ø CONC.

FOUNDATION

M

IN

3' -0

EXISTING WATERWAY

EXISTING BUILDING

GAS METER

8"

M

IN

3' -0

6" 3'-0"

STANDING METAL SEAM ROOFING

2" x 4" x 1/4" STEEL TUBE

FRAMING (4 SIDES)

3" DIA. STEEL TUBE

5' -0

10" CONC. PAD

4" BASE COURSE

1/4

FOUNDATION BEYOND

8" Ø CONC. FOUNDATION

6"x6"x3/8" PLATE WITH (4) 1/2"x8"

ANCHOR BOLTS

COLUMN

CONC. FOOTING BELOW

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

C-103

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

S

IT

E D

E T

A

IL

S

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2

R S

FINAL SUBMITTAL

3/8" = 1'-0"

MECHANICAL 118 EXITING

3/8" = 1'-0"

FIRE 123 EXITING

1/4" = 1'-0"

EXTERIOR SLAB DETAILS

1" = 1'-0"

ASPHALT PATCH

3/4" = 1'-0"

CONC. STAIR DETAIL

1/2" = 1'-0"

ENLARGED PLAN @ GAS METER

1/2" = 1'-0"

EXTERIOR ELEVATION @ CANOPY

3/8" = 1'-0"

SECTION @ CANOPY

3/8" = 1'-0"

SECTION @ CANOPY

1 1/2" = 1'-0"

BASE PLATE DETAIL

A D

D

EN

1/

C E G J L

2 2

6 6

BA D F H K M N

LOADING DOCK

OFFICE AREA

EXISTING SLIDING DOOR TO REMAIN

BOLT IN CLOSED POSITION

DOOR PULLEY SYSTEM

DISCONNECT FROM

DOOR OPERATION

controls

EXISTING ROOF

DRAIN TO BE

PROTECTED

FIRE ALARM PANELS AND

RISER TO BE PROTECTED

DURING CONSTRUCTION

EXISTING DOOR &

FRAME - change hardwware

3'-4" 8"

2' -0

'-4

2' -0

'-7

31'-5 1/2" 2'-6" 30'-8" 2'-6" 30'-7 7/8" 2'-6" 30'-8" 2'-6" 30'-8" 2'-6" 31'-5"

EXISTING CONCRETE DECK

APPROX. 24'-9" ABOVE

REMOVE EXISTING FE

RETURN TO OWNER

REMOVE EXISTING FE

RETURN TO OWNER

SAWCUT PORTION OF

EXISTING CONCRETE

PANEL FOR NEW

DOOR & FRAME

SAWCUT PORTION OF

EXISTING CONCRETE

PANEL FOR NEW

DOOR & FRAME

SAWCUT PORTION OF

EXISTING CONCRETE

PANEL FOR NEW

DOOR & FRAME

SAWCUT PORTION OF

EXISTING CONCRETE

PANEL FOR NEW DOOR

& FRAME

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

REMOVE BOLLARDS

3' -4

8"

REMOVE EXISTING

ELECTRICAL PANEL

SEE ELECTRICAL

EXISTING ROOF DRAIN

TO BE PROTECTED

FIRE ALARM PANELS AND

RISER TO BE PROTECTED

DURING CONSTRUCTION

REMOVE PANELS & TRANSFORMER

SEE ELECTRICAL

REMOVE CONDUITS & OUTLETS

RELATED TO THE CHARGING STATION

SEE ELECTRICAL

EXISTING TRANSFORMER

& PANELS TO BE

PROTECTED DURING

CONSTRUCTION

EXISTING OVERHEAD DOOR

PROTECT DURING CONSTRUCTION

EXISTING OVERHEAD DOOR

PROTECT DURING CONSTRUCTION

EXISTING DOOR &

FRAME - change hardwware

GENERAL NOTE

CONTRACTOR SHALL REMOVE ALL NON-USED

ITEMS IN THE CONSTRUCTION AREA. SEE

MECHANICAL, FIRE PROTECTION AND

ELECTRICAL DRAWINGS

relocate controls to other side of door remove FE

DEMOLISH EXISTING

CONCRETE RAMP &

FOOTINGS

APPROX. DEMOLITION OF

EXTERIOR FOR NEW STAIRS

APPROX. DEMOLITION OF

EXTERIOR FOR NEW CONCRETE

PAD

APPROX. DEMOLITION OF

EXTERIOR FOR NEW CONCRETE

PAD & STAIRS

NOTE:

CONTRACTOR SHALL REMOVE

VENTILATORS FROM THE ROOF AND

PROVIDE A GALVANIZED METAL CAP

OVER THE OPENING. INSTALL AND

SEAL TO PROTECT BUILDING FROM

WATER LEAKAGE.

NOTE:

ALL DIMENSIONS ARE TO BE FEILD

VERIFIED BY CONTRACTOR.

NOTE:

CONTRACTOR SHALL MODIFY

WATERWAY AS NEEDED.

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

D-101

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

D E

M O

L

IT

IO

N

P L A

N

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2 a c t

FINAL SUBMITTAL

3/32" = 1'-0"

DEMOLITION PLAN

9NORTH

LOADING DOCK

OFFICE AREA

300K CLEANROOM

MOTOR

VIBRATION

CHANGE

100K CLEANROOM

JANITOR

MECHANICAL

DEMIL

BRAIDING

FIRE

CONFERENCE

OFFICE

OFFICE

OFFICE

COMMUNICATIONS

HALLWAY

ENTRANCE/LOCKERS

CABLE SHOP

CABLE SHOP

STORAGE

EXISTING SLIDING DOOR

TO REMAIN

BOLT IN CLOSED POSITION

SECURE AREA

EXISTING STAINLESS

STEEL DOOR PULLEY

STSTEM TO REMAIN

existing isolated pad controls fire riser and panelsfire riser

C

C E

E G

G J

J L

L

2 2

6 6

BA

A

D F H K M

N

N

CUBICLES

FORKLIFT TRAVEL

EXISTING STAIRS

119A

115C 115A

115B112 116

119B

120123 118

33'-8" 16'-5" 5'-6 1/4" 32'-0" 23'-4 5/8"

7' -6

6'-2"

23'-11 1/2" 7'-9 3/8"

5'-0" CLEAR

W4

W4

W1

W1

W4

W4

W1

W4

W4

W4

W1

W4

W4

A-401

A-401

16'-0"

'-0

6' -0

" C

LE

AR

W4

FIRE

A-402

Sim

C

LE

AR

4' -6

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

CR1

C

LE

AR

'-0

C

LE

AR

'-0

C

LE

AR

'-0

CLEAR

22'-0"

CLEAR

59'-0"

C

LE

AR

'-3

/2

C

LE

AR

'-0

7'-11 1/4" 12'-0 3/4" 10'-7 3/4" 7'-4 1/4"

CLEAR

37'-11"

C

C

W1

6' -1

1/

2"

A-402

W1

'-0

10'-6 3/8"

'-0

118A

1' -6

8' -1

/4

'-7

6' -0

TEMPERATURE: 72° F, +/- 5° F

HUMIDITY: 50% OR LESS

POSITIVE PRESSURE

10 AIR CHANGES/HOUR

SEE FOR

CANOPY DRAWINGS

/1 C-102

C-1032

C-103

C-103

ELECTRICAL

118a

CR1

CR1

118B

LOW WALL

RETURN (TYP)

LOW WALL

RETURN (TYP)

SIM

1'-6"

FEC

FEC

FEC

8" CONCRETE SLAB

SEE FOR DETAILS

A-201

78'-4 1/8" 61'-3 1/8" 51'-3 3/4" 7'-9 3/8"

/3 C-103

18" CONCRETE SLAB

SEE FOR DETAILS/3 C-103

NEGATIVE PRESSURE

S

LO

P E

/8

FT

S

LO

P E

/8

FT

NOTE:

CONTRACTOR SHALL GRADE NEW ASPHALT TO SLOPE AWAY FROM BUILDING

NOTE:

CONTRACTOR SHALL GRADE NEW

ASPHALT TO SLOPE AWAY FROM BUILDING

W4 1'-6"

PARTICLE MEASURING SYSTEM

W4

W1

W1

SECURITY WALL

FLOOR TO DECK ABOVE, GRID 7 FROM GRID A - GRID N

FLOOR TO GYPSUM BOARD CEILING, FIRE 120-L1 & FIRE 123-L2

-seal all penetrations -sound proof room -contr shall provide insul on all walls -gb clg w/ insul

CLEAR

8'-0"

TEMPERATURE: 72° F, +/-5° F

HUMIDITY: 30% MIN, 50% MAX

POSITIVE PRESSURE

15-20 AIR CHANGES/HOUR

W4

19'-6" 19'-6"

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

3 5/8" METAL STUDS @ 16" oc

(20 GAUGE)

4 7/8"

5/8" GYPSUM BOARD

3 5/8" METAL STUDS @ 16" oc

(20 GAUGE)

4 1/4"

W1

W2

W4

2" MINERAL FIBER, 3 pcf, FRICTION FIT

IN SPACE, FROM FLOOR

TO CEILING @ BRAIDING 122, PMS 124

AND WALL BETWEEN 104 & 105 ONLY

(STC 45)

WALL TYPES

NOTE:

1. ALL WALLS TO EXTEND FROM FLOOR TO 6" ABOVE CEILING LINE UNLESS NOTED.

5/8" TYPE 'X' GYPSUM BOARD

5/8" TYPE 'X' GYPSUM BOARD

600S162-54 (33KSI) @ 16" oc (16 GAUGE) 6" x 1 5/8" FLANGE STUDS

7 1/4"

SECURITY

WALL

UL419

EXTEND TO

DECK ABV.

MODULAR

CLEANROOM WALL

4 1/4"

CR1

BRIDGING @ 5'-0" oc, VERTICALLY

EXPANDED METAL MESH

INT. EXT.

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE

DRAWING SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE GENERAL CONTRACTOR

SHALL NOTIFY THE ARCHITECT OF ANY DIMENSION DISCREPANCIES OR CONFLICTS BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

2. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL.

3. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED

WITHOUT PRIOR APPROVAL OF THE ARCHITECT.

4. ALL DOOR FRAMES SHALL BE MIN. 4" FROM SIDE WALL UNLESS NOTED OTHERWISE.

5. CG = CORNER GUARD. SEE A-601

FEC = SEMI RECESSED FIRE EXTINGUISHER. SEE 13/A-4026.

7. BLOCKING TO BE PROVIDED FOR ALL WALL MOUNTED EQUIPMENT SEE 10/A-402

8. WINDOW TYPES - SEE SHEET A-602 XX

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-101

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

F L O

O R

P L A

N

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2

R R

S

FINAL SUBMITTAL

3/32" = 1'-0"

FLOOR PLAN - BAY G

NORTH

A D

D

EN

1/

C

C E

E G

G J

J L

L

2 2

6 6

BA

A

D F H K M

N

N

C-102

HP 1

1200#

RTU 1

700#

RTU 2

700#

RTU 3

700#

RTU 4

700#

RTU 5

700#

RTU 6

700#

RTU 7

700#

RTU 8

700#

H 2 360#

CU 1

XXX#

CH 2

1700#

CH 3

1600#

A-201

RTU3 - RTU7

20x14 penetration, each 22x22 penetration, each

RTU 8 - RTU9

14x14 penetration, each 14x14 penetration, each

(2) 2" penetrtations

CH3

(2) 6" PENETRATIONS

H2 36" penetration 48" penetration

H1 30" penetration 48" pentration

RTU1 - RTU2

20x14 penetration, each 22x22 penetration, each

EXISTING

VENTILATOR

EXISTING

VENTILATOR

EXISTING

VENTILATOR

EXISTING

VENTILATOR

EXISTING SEALED OPENING

EXISTING SEALED

OPENING

EXISTING SEALED

OPENING

NOTE:

CONTRACTOR SHALL PATCH AND REPAIR

EXISTING ROOF SYSTEM AT ALL NEW

PENETRATIONS. CONTRACTOR SHALL

MAKE REPAIRS TO MAINTAIN EXISTING

WARRANTY. VERIFICATION AND

CERTIFICATION WILL BE REQUIRED.

CONTRACTOR SHALL VERIFY WITH OTHER

TRADES FOR ANY ADDITIONAL ROOF

PENETRATIONS.

H 1 360#

10'-0"

'-0

CH 1

1700# 17'-6"

'-0

3' -0

30'-0"

'-4

CH1

(2) 6" PENETRATIONS

CH 2

(2) 6"

PENETRATIONS

3' -0

CONC. TEE LINE

TYP.

1. ALL OPENING MUST NOT CUT RIBS OR BEAMS.

2. ALL OPENINGS CUT LARGER THAN 12", INSTALL

ANGLE FRAME AROUND OPENING W/ L4x4x1/4 HEADERS

TO ADJACENT BEAMS (SEE DETAIL).

3. TWO ADJACENT OPENINGSARE TO BE TREATED AS A

SINGLE OPENING IF NOT SEPERATED BY AT LEAST 12".

4. IF THE EDGE OF AN OPENING IS WITHIN 6" OF A RIB OR

BEAM, NO ANGLE IS REQUIRED AT THAT EDGE.

5. CONTRACTOR SHALL REMOVE VENTILATORS FROM

THE ROOF AND PROVIDE A GALVANIZED METAL CAP

OVER THE OPENING. INSTALL AND SEAL TO PROTECT

BUILDING FROM WATER LEAKAGE.

ROOF PLAN STRUCTURAL NOTES

TY

PI

C

AL

9' -6

6'-0" TO 6'-7"

VARIES

6'-0" TO 6'-7"

VARIES

BEAM

PANEL JOINT

BEAM

BEAM

BEAM

PANEL JOINT

R

IB

R

IB

R

IB

ALL OPENINGS MUST NOT CUT RIBS OR BEAMS.

AT ALL OPENINGS CUT LARGER THAN 12", INSTALL

ANGLE FRAME AROUND OPENIN, WITH L4" x 4" x1/4"

HEADERS TO ADJACENT BEAMS (SEE BELOW).

TWO ADJACENT OPENINGS ARE TO BE TREATED AS A

SINGLE OPENING IN NOT SEPERATED BY AT LEAST 12".

IF THE EDGE OF AN OPENING IS WITHIN 6" OF A RIB OR

BEAM, NO ANGLE IS REQUIRED AT THAT EDGE.

P 1/4" x 2" x 3 1/2"L

L4" x 4" x 1/4"

P 1/4" x 5" x 8" W/ (2) 1/2"

DIA. EPOXY ANCHORS W/

3 1/2" EMBEDMENT

L

3/16"

C

BEAM

L

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-102

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

R O

O F

P L A

N

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2

R S

FINAL SUBMITTAL

3/32" = 1'-0"

ROOF PLAN

1/4" = 1'-0"

ENLARGED ROOF JOIST PLAN

3/4" = 1'-0"

PANEL OPENING DETAIL

CONCRETE STAIRS & METAL RAILINGCONCRETE STAIRS & METAL RAILING

NITROGEN EQUIPMENT CANOPY

SEE FRAMING PLAN & DETAILS

CONCRETE STAIRS

& METAL RAILINGNITROGEN TANKS CONCRETE SLAB

SEE DETAILS

EXT.

FDC

EXT.

FDC

EXISITING DOCK & STAIRS

EXISTING RAMP TO

BE REMOVED - SEE

DEMOLITION PLAN

EXT. LIGHT

EXT. LIGHT

EXT. LIGHTEXT. LIGHT

EXT. BUILDING

A-201

S

LO

P E

STANDING SEAM METAL ROOFING

FLASHING

STANDING SEAM METAL ROOFING

W/ 12" OVERHANG

8" CHANNEL FRAMING

EACH END AND MID-SPANS

PAINT

10'-0"

4X4 TS

SEE PLAN FOR SPACING

PAINT

EXISTING BUILDING

8" CONCRETE SLAB ON GRAVEL BASE

SEE /3 C-103

3/4" PLATE W/

BOLT EACH SIDE

PAINT

NOTE:

CONTRACTOR SHALL VERIFY

SLAB THICKNESS, SIZE &

REINFORCEMENT W/ NITROGEN

TANK MANUFACTURER

1'-0"

FLASHING

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-201

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

E X

T E

R

IO

R E

L E

V A

T I O

N

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2

R S

FINAL SUBMITTAL

1/8" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

NITROGEN EQUIPMENT CANOPY

3/8" = 1'-0"

NITROGEN CANOPY SECTION

A-402

CUBICLES

HALLWAY

OFFICE

EXISTING CONC. SLAB

LAY-IN TILE SYSTEM SCHEDULED WALL

SCHEDULED WALL

SCHEDULED

DOOR & FRAME

108'-6"

B.O. CEILING

109'-0"

B.O. CEILING

100'-0"

FIN. FLOOR

LIGHT FIXTURE, TYP.

LAY-IN TILE SYSTEM

LAY-IN TILE

SYSTEM

SECURITY WALL - SEE

CLEAN ROOM SYSTEM

LAY-IN TILE SYSTEM

1' -0

TO DECK ABOVE

1/2"

COVED FLOORING

300K CLEANROOM

/11 A-402

EXISTING CONCRETE SLAB

100'-0"

FINISH FLOOR

109'-0"

B.O. CEILING

C E G JD F H K

FIRE

CABLE SHOP

CABLE SHOP

BRAIDING

122 DEMIL

STORAGE

EXISTING CONC. SLAB

LAY-IN TILE SYSTEM

SCHEDULED DOOR & FRAME

SCHEDULED DOOR & FRAME

109'-6"109'-6"

B.O. CEILINGB.O. CEILING

LIGHT FIXTURE, TYP.

SUSPENDED GYPSUM

BOARD CEILING

LAY-IN TILE SYSTEM

SCHEDULED WALL

SCHEDULED WALL

SCHEDULED WALL

SCHEDULED WALL

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-301

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

B U

IL

D

IN

G

W

A L L S

E C

T

IO

N S

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2 a c t

FINAL SUBMITTAL

1/4" = 1'-0"

SECTION - ADMINISTRATION

3/4" = 1'-0"

SECURITY WALL SECTION

1/4" = 1'-0"

BUILDING SECTIONS (INTERIOR WALLS)

C E

A

A-301

CUBICLES

CONFERENCE

OFFICE

OFFICE

OFFICE

COMMUNICATIONS

HALLWAY

ENTRANCE/LOCKERS

106 107

101B

101A

102B

102A

A A A A

B B B

W1

W1

W4

W1

W1

W1

W1

W1 W1

W1

W2

W2

W1

W1

W1

W4

W1

W4W4W4W4

W1

W1 W1

CABLE SHOP

300K CLEANROOM

'-7

/8

66'-2" 12'-2 1/8"

23'-2 7/8" 10'-6" 10'-9 5/8" 10'-10 7/8" 11'-7 7/8"

'-1

3/

8" 7'

-0

/8

'-3

/8

4'-3 1/2" 13'-6" 12'-0" 12'-0" 12'-0"

3'-5" 3'-5" 3'-5"

C

LE

AR

6' -5

/2

C

LE

AR

5' -0

A-402

A-402

3/A-402

2/ A-

MIN.

7'-1"

CLEAR

10'-6 3/8"

CR1

CR1

2' -1

0" 1/

2" G

AP

ALUMINUM THRESHOLD

W1

PRINTER COUNTER

18" D x 5'-0" L

1' -7

6/A-402

S

TC

M

IN

W1

W1

W1

SECURITY WALL

FLOOR TO DECK ABOVE, GRID 7 FROM GRID A - GRID N

FLOOR TO GYPSUM BOARD CEILING, FIRE 120-L1 & FIRE 123-L2

L

L

W1

JANITOR

1/A-402

4/A-402

5/ A-

W4

CR1

W4W4

W4

W4

W2

W4

7' -7

/4

W2

3/ 8"

MECHANICAL

ELECTRICAL

118a

STORAGE

100K CLEANROOM

10'-7"

1' -1

5/

8"

1' -1

5/

8"

2'-5 3/8" 4'-8 5/8" 1'-4 3/8"

5/

8"

W1

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

3 5/8" METAL STUDS @ 16" oc

(20 GAUGE)

4 7/8"

5/8" GYPSUM BOARD

3 5/8" METAL STUDS @ 16" oc

(20 GAUGE)

4 1/4"

W1

W2

W4

2" MINERAL FIBER, 3 pcf, FRICTION FIT

IN SPACE, FROM FLOOR

TO CEILING @ BRAIDING 122, PMS 124

AND WALL BETWEEN 104 & 105 ONLY

(STC 45)

WALL TYPES

NOTE:

1. ALL WALLS TO EXTEND FROM FLOOR TO 6" ABOVE CEILING LINE UNLESS NOTED.

5/8" TYPE 'X' GYPSUM BOARD

5/8" TYPE 'X' GYPSUM BOARD

600S162-54 (33KSI) @ 16" oc (16 GAUGE) 6" x 1 5/8" FLANGE STUDS

7 1/4"

SECURITY

WALL

UL419

EXTEND TO

DECK ABV.

MODULAR

CLEANROOM WALL

4 1/4"

CR1

BRIDGING @ 5'-0" oc, VERTICALLY

EXPANDED METAL MESH

INT. EXT.

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE

DRAWING SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE GENERAL CONTRACTOR

SHALL NOTIFY THE ARCHITECT OF ANY DIMENSION DISCREPANCIES OR CONFLICTS BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

2. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL.

3. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED

WITHOUT PRIOR APPROVAL OF THE ARCHITECT.

4. ALL DOOR FRAMES SHALL BE MIN. 4" FROM SIDE WALL UNLESS NOTED OTHERWISE.

5. CG = CORNER GUARD. SEE A-601

FEC = SEMI RECESSED FIRE EXTINGUISHER. SEE 13/A-4026.

7. BLOCKING TO BE PROVIDED FOR ALL WALL MOUNTED EQUIPMENT SEE 10/A-402

8. WINDOW TYPES - SEE SHEET A-602 XX

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-401

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

E N

L A

R G

E D

P L A

N S

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2

R S

FINAL SUBMITTAL

1/4" = 1'-0"

ENLARGED ADMINISTRATION

1/4" = 1'-0"

JANITOR 117

NORTH

A D

D

EN

1/

BASE

GYPSUM BOARD

(PAINT)

8' -6

BI-LEVEL DRINK FOUNTAIN

SEE PLUMBING PLAN

EXISTING CONC. FLOOR

DOUBLE TIER LOCKERS

W/ SLOPED TOP

ENTRANCE/LOCKERS

BASE

H.M. FRAME W/ WOOD DOOR

GYPSUM BOARD

(PAINT)

MOP SINK

BASE

SS SHELF W/ MOP HOLDERS

FRP WAINSCOT

JANITOR

PAINTED GYPSUM BOARD

3'-0"

4' -0

4'-0"

MOP SINK FAUCET

SS SHELVING

NIC

ENTRANCE/LOCKERS

METAL BRACKETS

30 CELL PHONE LOCKERS

DOUBLE TIER LOCKERS

W/ SLOPED TOP

BASE

GYPSUM BOARD

(PAINT)

A-402

4' -0

JANITOR

BASE MOP SINK

FRP WAINSCOT

PAINTED GYPSUM BOARD

MOP SINK FAUCET

SS SHELF W/ MOP HOLDERS

4'-0"

CEILING MOUNTED PROJECTOR

ATTACH TO STRUCTURE ABOVE

OWNER PROVIDED

CEILING MOUNTED SCREEN

ATTACH TO STRUCTURE ABOVE

BASE

C

C

EXISTING CONCRETE

COLUMN

SCHEDULED WALL

SCHEDULED WALL

E

E

SCHEDULED WALL

SCHEDULED WALL

SCHEDULED DOOR

& FRAME

EXISTING CONCRETE COLUMN

L

L

2 2

ALIGN GYPSUM BOARD W/

SIDE OF COLUMN

SCHEDULED WALL

EXISTING COLUMN

EXISTING DOOR

& FRAME

WALL FRAMING

(20 GA. TYPICAL U.N.O.)

16 GA. MTL MOUNTING STRAP

V A

R

IE

S

F V

W

E Q

U

IP

M E

N T

NOTE:

FIELD VERIFY ALL EXISTING WALLS TO RECEIVE BLOCKING

2"

EXISTING ROOF STRUCTURE

SLIP JOINT CHANNEL

SCHEDULED WALL - EXTEND

TO DECK ABOVE

3'

6"

FIRE EXTINGUISHER

CABINET, SEE /13 A-402

SCHEDULED

WALL

SEMI RECESSED FIRE

EXTINGUISHER CABINET

ENTRANCE/LOCKERS

HALLWAY

109'-6"

109'-0"

108'-6"

109'-0"

SCHEDULED WALL

LAY-IN TILE CEILING

LAY-IN TILE CEILING

METAL BRACKETS

30 CELL PHONE LOCKERS

SCHEDULED WALL

3' -6

BASE

1" PLASTIC LAMINATE SHELF

1'-4"

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-402

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

IN

T

E R

IO

R

E L E

V A

T

IO

N S

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2

R S

FINAL SUBMITTAL 1/4" = 1'-0"

DRINKING FOUNTAIN

1/4" = 1'-0"

ENTRANCE / LOCKERS - 101

1/4" = 1'-0"

JANITOR - 117

1/4" = 1'-0"

ENTRANCE / LOCKERS - 101

1/4" = 1'-0"

JANITOR - 117

1/4" = 1'-0"

CONFERENCE - 104

1" = 1'-0"

EXISTING COLUMN DETAIL

1" = 1'-0"

EXISTING COLUMN DETAIL

1" = 1'-0"

EXISTING COLUMN - DOCK AREA

1" = 1'-0"

TYPICAL BLOCKING

1" = 1'-0"

TOP OF SECURITY WALL

1/2" = 1'-0"

FEC ELEVATION

3" = 1'-0"

RECESSED FIRE CABINET

3/4" = 1'-0"

HALL HEADER

3/8" = 1'-0"

SECTION

DN

C E G J L

2 2

6 6

BA D F H K M N

LOADING DOCK

OFFICE AREA

300K CLEANROOM

MOTOR

VIBRATION

CHANGE

100K CLEANROOM

JANITOR

MECHANICAL

DEMIL

BRAIDING

122FIRE

CONFERENCE

OFFICE

OFFICE

OFFICE

COMMUNICATIONS

HALLWAY

ENTRANCE/LOCKERS

CABLE SHOP

CABLE SHOP

STORAGE

CUBICLES

FORKLIFT TRAVEL

EXISTING STAIRS

W1 W1W1

W1

C1 F1

B1

W1 W1W1

W1

C1 F2

B1

W1 W1W1

W1

C1 F2

B1

W1 W1W1

W1

C1 F1

B1

W1 W1W1

W1

C1 F1

B1

W1 W1W1

W1

C1 F1

B1

W1 W1W1

W1

C1 F1

B1

W6 W6W6

W1

C1 F1

B1

W2 W2/W3W2

W2

C3 F3

B3, B1 @ GB WALLS

W3 W2W2

W2

C3 F3

B3

W1 W1W1

W1

C2 F4

B1

W1 W1W1

W1

C3 F4

B1

W1 W5W1

W5

C2 F4

B1

W1 W1W1

W5

C2 F4

B1

W1 W1W1

W1

C1 F3

B1

W1 W1W1

W1

C1 F3

B1

CG

CG

CGCG CG CG

CG

CGCG

CG

CG

W3 W3W3

W3

C4 F5

B2

W3 W3W3

W3

C4 F5

B2

W3 W3W3

W3

C4 F5

B2

W3 W3W3

W3

C4 F5

B2

W3 W3W3

W3

C4 F5

B2

W6 W5W6

W1

C3 F4

B1

ELECTRICAL

118a

CG CG

CGCG

NOTE:

PLYWOOD IN

108 TO BE FIRE

TREATED

WALLS

W1 PAINT, FULL HEIGHT

W2 PAINT, FLOOR TO 12'-0" HIGH

W3 MODULAR CLEANROOM WALL

W4 CERAMIC TILE - SEE ELEVATION FOR PATTERN

W5 EXISTING TO REMAIN

W6 3/4" PLYWOOD, FLOOR TO CEILING

(FIRE TREATED IN COMM 108)

FLOORING

F1 CARPET TILES

F2 12" VCT

F3 CONCRETE - EPOXY PAINT

F4 EXPOSED CONCRETE

F5 12" VCT, STATIC DISSIPATIVE

BASE

B1 RUBBER BASE - 4" COVED

B2 SHEET VINYL - 4" COVED

B3 NONE

CEILING

C1 2x4 LAY-IN

C2 GYPSUM BOARD

C3 OPEN TO STRUCTURE

C4 2x4 LAY-IN, GASKETED

WX

WXWX

WX

FX

BX

CX

CEILING TYPE

BASE TYPE

WALL FINISH TYPE

(FINISH TO INCLUDE CORNER

TO CORNER AND COLUMNS)

FLOORING TYPE

FINISH SCHEDULE SYMBOL

CORNER GUARDS

CG STAINLESS STEEL

ROOM SIGNAGE

BY OWNER

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-601

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

F

IN

I S H

F L O

O R

P L A

N

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2 a c t

FINAL SUBMITTAL

3/32" = 1'-0"

FINISH FLOOR PLAN

NORTH

A D

D

EN

1/

B C

WOOD METAL W/ GLASS

2"

2"

SCHEDULE

SEE

SCHEDULE

SEE 2"

'-0

'-0

HOLLOW METAL

PAINTED

HOLLOW METAL

PAINTED

A-602

A-602

A-602

A-602

A

METAL

3' -6

3'

-0

6"

6" 2'-0" 6"

1 3/8" TEMPERED GLAZING

BUTT JOINT, 2" ALUMINUM

PERIMETER FRAME, 6" BASE FRAME

C

GLAZING SCHEDULE

2 1/4" CLEAR GLAZING

3' -0

3'

-0

4'-0"

3' -0

3'

-0

6'-0"

2' -0

4'

-0

2'-0"

PASS-THRU

WINDOW

ALUMINUM

B

HOLLOW METAL

PAINT

A

HOLLOW METAL

PAINT

SCHEDULED DOOR

1/ 4"

M

AX

ALUM. THRESHOLD

SET IN SEALANT

CONC. SLAB

SWEEP

CONT. SEALANTCONT. SEALANT

SCHEDULED FRAME

SCHEDULED DOOR

WALL, AS SCHEDULED

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-602

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

S C

H E

D U

L E

S

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2

R S

FINAL SUBMITTAL

DOOR SCHEDULE

MARK

LEAF SIZE

THICKNESS TYPE FINISH GLASS RATING FRAME TYPE

DETAILS

COMMENTSW H HEAD JAMB SILL

101A 3'-0" 7'-0" 1 3/4" B STAIN Y HM 2/A-602 2/A-602 1/A-602

101B 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

102A 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

102B 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

103 3'-0" 7'-0" 1 3/4" C PAINT 2/A-602 2/A-602

104 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

105 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

106 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

107 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

108 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

110 12'-0" 14'-6" 2" - 2/A-602 2/A-602 EXISTING COILING DOOR. CONTRACTOR SHALL RETURN DOOR TO

PROPER OPERATING CONDITION

111 3'-0" 7'-0" 1 3/4" A STAIN 2/A-602 2/A-602 EXISTING DOOR, NEW HARDWARE - PAINT

112 8'-0" 8'-0" 2" - Y 2/A-602 2/A-602 CLEANROOM, GLASS DOOR

113 8'-0" 8'-0" 2" - Y 2/A-602 2/A-602 CLEANROOM, GLASS DOOR

114 8'-0" 8'-0" 2" - Y 2/A-602 2/A-602 CLEANROOM, GLASS DOOR

115A 3'-0" 7'-0" 2" - Y 2/A-602 2/A-602 CLEANROOM, GLASS DOOR

115B 4'-0" 8'-0" 2" - Y 2/A-602 2/A-602 CLEANROOM, GLASS DOOR

115C 3'-0" 7'-0" 2" - Y 2/A-602 2/A-602 CLEANROOM, GLASS DOOR

116 8'-0" 8'-0" 2" - Y 2/A-602 2/A-602 CLEANROOM, GLASS DOOR

117 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

118 6'-0" 6'-10" 1 3/4" (2) A PAINT HM 2/A-602 2/A-602

118A 6'-0" 6'-10" 1 3/4" (2) A PAINT 2/A-602 2/A-602

118B 6'-0" 6'-10" 1 3/4" (2) A PAINT 2/A-602 2/A-602

119A 12'-0" 14'-6" 2" - 2/A-602 2/A-602 EXISTING COILING DOOR. CONTRACTOR SHALL RETURN DOOR TO

PROPER OPERATING CONDITION

119B 3'-0" 7'-0" 1 3/4" A PAINT 2/A-602 2/A-602 EXISTING DOOR, NEW HARDWARE - PAINT

120 3'-0" 7'-0" 1 3/4" A PAINT HM 2/A-602 2/A-602

121 4'-0" 7'-0" (2)B STAIN HM 2/A-602 2/A-602

122 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

123 3'-0" 7'-0" 1 3/4" A STAIN HM 2/A-602 2/A-602

124 3'-0" 7'-0" 1 3/4" B STAIN HM 2/A-602 2/A-602

WINDOW SCHEDULE

MARK QUANTITY HEIGHT WIDTH COMMENTS

A 4 3'-0" 6'-0"

B 3 3'-0" 4'-0"

C 2 2'-0" 2'-0" PASS-THRU WINDOW

D 5 4'-0" 4'-0"

1/4" = 1'-0"

DOORS AND FRAMES

1/4" = 1'-0"

WINDOWS

3" = 1'-0"

THRESHOLD DETAIL

3" = 1'-0"

HEAD / JAMB DETAIL

A D

D

EN

1/

DN

C E

E G

G J

J L

L

2 2

6 6

BA

A

D F H K M

N

N

LOADING DOCK

OFFICE AREA

300K CLEANROOM

MOTOR

VIBRATION

CHANGE

100K CLEANROOM

JANITOR

MECHANICAL

DEMIL

BRAIDING

122FIRE

CONFERENCE

OFFICE

OFFICE

OFFICE

COMMUNICATIONS

HALLWAY

ENTRANCE/LOCKERS

CABLE SHOP

CABLE SHOP

STORAGE

elec panelelec panel existing isolated pad

DOOR CONTROLS

(NEW LOCATION)

panel panel transformer panel fire riser and panelsfire riser

10 lockers shelving bench

CUBICLES

FORKLIFT TRAVEL

EXISTING STAIRS

FIRE

11 12

25.1

24.1

47 46

94 56

CAR WASH

103 77 89 71

51a

52a 4a

22a16a

15a

23a

EQUIPMENT

CAGE

18a

58a

58a

62a

HIGH FOD

46a

53a 55a26a

45a

44a

43a

42a 41a

41a

41a

40a

39a

50a

50a

35a

29a

38a

37a

36a

30a

10a

10a

10a

6a

47a

67a

47a

47a

47a

47a

47a

47a

47a

47a

47a

9a

9a

9a

5a

66a

47a

47a

47a

47a

47a

47a

47a

47a

47a

47a

7a

8a

8a

8a

2a 1a 11a 13a

14a

28a

61a

56a

3a

69a 68a 78a 77a 76a

74a70a71a72a73a

20a

21a

17a

65A sawcut floor for power as required

EW

EW

EW

ELECTRICAL

118a

EW

EW

liquid nitrogen nitrogen tanks

27a

EW

25a

31a

34a 34a

32a 33a

EW

EW

EW

50a 50a50a

EQUIPMENT FOR

CAR WASH 103

EW

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-650

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

E Q

U

IP

M E

N T

P L A

N

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2 a c t

FINAL SUBMITTAL

3/32" = 1'-0"

EQUIPMENT FLOOR PLAN - BAY G

EQUIPMENT SCHEDULE

TAG EQUIPMENT

54 CMTS 200-4586

55 CMTS 200-4585

55a TO CABINETS

56 DYNO TEST STAND

56a LECTRIEVER

57 MOTOR CONTROL TEST SYS 1

58 MOTOR CONTROL TEST SYS 2

58a SHELVING

59 TOOL BOX

60 TOOL BOX

61 VIB TABLE

61a SHOP PRINTER

62 VIB TABLE MOTOR

62a C5 OPERATIONAL STOCK

63 VIB TABLE AMP

63a MATERIAL REELS (NOT LOCATED)

64 AHU

65A RCTS

66a WL DESK

67 OIL TABLE

67a WL DESK

68 DESK

68a BRAIDING MACHINE

69 OIL TABLE

69a BRAIDING MACHINE

70 DESK

70a BRAIDING MACHINE

71 DESK

71a BRAIDING MACHINE

72a BRAIDING MACHINE

73a BRAIDING MACHINE

74a BRAIDING MACHINE

75 COMPUTER DESK

76 COMPUTER DESK

76a BRAIDING MACHINE

77 COMPUTER DESK

77a BRAIDING MACHINE

78 FLAMMABLE CABINET

78a BRAIDING MACHINE

79 GMCTS

80 FILL & BLEED

81 GMCTS

83 GMCTS

86 ICTS

87 VIB TABLE CONTROL

88 STORAGE SHELVES

89 STORAGE SHELVES

92 AVTRON DYNAMIC #2

93 AVTRON APS #2

94 CLEANER

96 LEKTREVER 2

97 LEKTREVER 3

100 1K JIB CRANE (PORTABLE)

101 CARTS

EQUIPMENT SCHEDULE

TAG EQUIPMENT

1 AVTRON STATIC #1

1a DTMCO

2 AVTRON DYNAMIC #1

2a CABINETS

3 AVTRON STATIC #2

3a LECTRIEVER

4 AVTRON APS #1

4a LECTRIEVER

5a TABLE

6a TABLE

7a TABLE

8a TABLE

9a TABLE

10 WORK BENCH

10a TABLE

11 WORK BENCH

11a CIRRIS

12 WORK BENCH

13 WORK BENCH

13a CABINETS

14a LAYOUT TABLE

15 PARTS CLEANER

15a LECTRIEVER

16 DRAIN TABLE

16a LECTRIEVER

17a DLA COMPUTER

19 ARBOR PRESS

20 TOOL BOX (NOT LOCATED)

20a SMRF BIN

21 HYD CONSOLE TEST STAND

21a FORKLIFT CHARGER

22 HYD CONSOLE COMPUTER

22a LECTRIEVER

23 HYD CONSOLE TEST STAND

23a MYLAR CABINETS

24 HYD CONSOLE COMPUTER

24.1 LTS

25 ACC TEST CART

25.1 PARTS CLEANER

25a TOOL TABLE

26a FREEZER

27a LECTRIEVER

28a LECTRIEVER

29a LASER ETCH IUID

30a TABLE

31a NON-FLAMMABLE CABINET

32 WORK BENCH

32a CTK

33 WORK BENCH

33a CTK

34 WORK BENCH

34a FLAMMABLE LOCKER

35 WORK BENCH

35a VIDMAR CABINET

36 ACC TEST CART

36a LABEL WORKSTATION

37 MAGNETIC CHARGER

37a LABEL WORKSTATION

38a LABEL WORKSTATION

39a TOOLBOX CTK

40a TOOLBOX

41a CART

42a HAZ WASTE CABINET

43a CABINET

44a TABLE

45a LOAD BANK

46 WORK BENCH

47 WORK BENCH

47a WORKSTATION

48 AIR CLEAN 6000

49 MOBILE STORAGE SHELVES

50 CART

50a WORKSTATION

51 OVEN

51a LECTRIEVER

52 MOBILE PRINTER CART

52a LECTRIEVER

53 DYNO TEST STAND

53a POINT OF USE

OPEN TO EXISTING STRUCTURE

C E

E G

G J

J L

L

2 2

6 6

BA

A

D F H K M

N

N

OPEN TO EXISTING STRUCTURE

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

8'-6" 8'-6" 8'-6"

9'-6"9'-6"

9'-6"9'-6"

8'-0"

OPEN TO EXISTING STRUCTURE

CEILING MOUNTED

PROJECTOR - SEE ELEVATION

CEILING MOUNTED

SCREEN - SEE ELEVATION

8'-0"

2007 SF

MECHANICAL

STORAGE

FIRE

DEMIL

BRAIDING

FIRE

CABLE SHOP

FORKLIFT TRAVEL

CABLE SHOP

300K CLEANROOM

MOTOR

VIBRATION

CHANGE

100K CLEANROOM

JANITOR

COMMUNICATIONS

OFFICE

OFFICE

OFFICE

CONFERENCE

HALLWAY

CUBICLES

ENTRANCE/LOCKERS

LOADING DOCK

ELECTRICAL

118a

A-402

9'-0"

PARTICLE MEASURING SYSTEM

OPEN

DOWNLIGHT

2x2 TROFFER LIGHT

2x4 TROFFER LIGHT

2'x4' LAY-IN CEILING TILE & GRID

CEILING SPEAKER

SUSPENDED GYPSUM BOARD CEILING

ROOMS 120 & 123 SHALL HAVE EXPANDED

METAL MESH INSTALLED BETWEEN

GYPSUM BOARD & FRAMING.

CEILING LEGEND

COORDINATE LIGHTING, MECHANCIAL AND EQUIPMENT LAYOUT w/ RCP, MECHANICAL AND ELECTRICAL DRAWINGS.

REPORT ANY CONFLICTS TO ARCHITECT FOR CLARIFICATION.

CEILING HUNG STRIP LIGHTING

MECHANICAL RETURN

MECHANICAL SUPPLY

MECHANICAL RETURN

HIGH BAY LIGHTING

BATT. INSULATION

P R O J E C T

M A N A G E R

D E S

IG

N E D

B Y

D R A W N

B Y

K R S M

N U M B E R

S

IT

E

C O D E

D A T E

C H E C K E D

B Y

D E P A R T M E N T

O F

T H E

A

IR

F O R C E

T H

C

IV

IL

E N G

IN

E E R

G R O U P

T H

A

IR

B A S E

W

IN

G

IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.

REDUCE SCALE ACCORDINGLY

SHEET OF

A-701

R E

N O

V A

T E

S O

U T

H E

R N

B A

Y G

F O

R N

E W

W O

R K

L O

A D

B

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

S O a c t

R

IG

O B

E R

T O

L E

O N

/2

/2

R S

FINAL SUBMITTAL

3/32" = 1'-0"

REFLECTED CEILING PLAN