Upload
duongdang
View
215
Download
2
Embed Size (px)
Citation preview
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
HILL AFB, UTAH
ARCH. DESIGN WEST
ANDY TONGISHDESIGNER
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 WING75TH 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 ENGINEERPARSONS BRINKERHOFF488 E. WINCHESTER, SUITE 400MURRAY, UTAH 84107PHONE 801-288-3278-
MECHANICAL ENGINEERVAN BOERUM & FRANK ASSOC.330 S. 300 E.SALT LAKE CITY, UTAH 84111PHONE 801-530-3148FAX 801-530-2708
ELECTRICAL ENGINEER & FIRE PROTECTIONSPECTRUM ENGINEERS, INC.324 S. STATE STREET, SUITE 400SALT LAKE CITY, UTAH 84111PHONE 801-328-5151FAX 801-401-8422
COST CONTROLPARAMETRIX, INC.7186 SOUTH HIGHLAND DRIVESALT LAKE CITY, UTAH 84121PHONE 801-733-5900-
STRUCTURAL ENGINEERARW ENGINEERS1594 W. PARK CIRCLEOGDEN, UTAH 84404PHONE 801-782-6008FAX 801-782-4656
G-001
1 73
KRSM 142043
DEPARTMENT OF THE AIR FORCE
75TH AIR BASE WING75TH CIVIL ENGINEER GROUP
PROJECT ARCHITECTARCHITECTURAL DESIGN WEST795 NORTH 400 WESTSALT LAKE CITY, UTAH 84103PHONE 801-539-8221FAX 801-539-8224
142043
RIGOBERTO LEON
RENOVATE SOUTHERN BAY G FOR NEW WORKLOAD B 850
FINAL SUBMITTAL3/2/2015
JURISDICTIONHILL AIR FORCE BASE
CODE ANALYSISAFB DESIGN COMPATIBILITY2012 (IBC) INTERNATIONAL BUILDING CODE2012 (IMC) INTERNATIONAL MECHANICAL CODE2012 (IPC) INTERNATIONAL PLUMBING CODE2011 (NEC) NATIONAL ELECTRICAL CODE.UFC 3-600-01 - FIRE PROTECTIONANSI C-2, NATIONAL ELECTRICAL SAFETY CODELIFE SAFETY CODE, NFPA 101ANSI/ASCE 7-95
GENERALOCCUPANCY (IBC 304.1) B / F-1 / S-1NON SEPARATED OCCUPANCYTYPE OF CONSTRUCTION (IBC TABLE 503) IIB
BUILDING AREA (TABLE 503)BUILDING AREA REMAINS UNCHANGED
FIRE-RESISTANCE REQUIREMENTS (TABLE 601)PRIMARY STRUCTURAL FRAME 0-HRBEARING WALLS 0-HR
EXTERIOR 0-HRINTERIOR 0-HR
NONBEARING WALLS 0-HREXTERIOR 0-HRINTERIOR 0-HR
FLOOR CONSTRUCTION 0-HRROOF CONSTRUCTION 0-HRCOORIDORS 0-HR
FIRE SUPPRESSION SYSTEMFIRE EXTINGUISHING SYSTEM YES
OCCUPANT LOAD CALCULATION (IBC 1004.1.1)STORAGE / MECHANCIAL =7,146 S.F. @ 300 =25 OCCUPANTSBUSINESS AREAS =3,136 S.F. @ 100 =32 OCCUPANTSINDUSTRIAL AREAS =16,220 S.F. @ 100 =163 OCCUPANTS
TOTAL OCCUPANTS =220 OCCUPANTS
PLUMBING FIXTURE REQUIREMENTSRESTROOMS - PROVIDED IN ANOTHER AREADRINKING FOUNTAIN - PROVIDED
LEGEND
OCCUPANCY F-1
OCCUPANCY S-1
EXIT
OCCUPANCY B
C
C E
E G
G J
J L
L
2 2
33
55
6 6
77
1
1
8
BA
A
D F H K M
N
N
44
300K CLEANROOM112
MOTOR113
VIBRATION114
CHANGE115
100K CLEANROOM116
JANITOR117
MECHANICAL118
DEMIL121
BRAIDING122
FIRE123
CONFERENCE104
OFFICE105 OFFICE
106OFFICE107
COMMUNICATIONS108
HALLWAY103
ENTRANCE/LOCKERS101
CABLE SHOP109
CABLE SHOP111 STORAGE
119
CUBICLES102
FORKLIFT TRAVEL110
FIRE120
??
PARTICLE MEASURING SYSTEM124
AREA OFPROJECT
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
G-002
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
SHEE
T IN
DEX
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
act
FINAL SUBMITTAL
SHEET LIST
INDEX SHEET SHEET NAME
P PLUMBING38 P-101 PLUMBING PLAN39 P-102 NATRUAL GAS PLAN40 P-501 PLUMBING DETAILS41 P-601 PLUMBING SCHEDULES42 LG-101 LAB GAS PLAN43 LG-102 LAB GAS SCHEMATICS
HP HYDRAULIC PIPING44 HP-101 HYDRAULIC POWER PACK SYSTEM PIPE ISOMETRIC
- SUPPLY LINE45 HP-102 HYDRAULIC POWER PACK SYSTEM PIPE ISOMETRIC
- RETURN LINE46 HP-103 HYDRAULIC POWER PACK SYSTEM P&ID - LEGEND &
SYMBOLS47 HP-104 HYDRAULIC POWER PACK SYSTEM P&ID48 HP-105 HYDRAULIC POWER PACK SYSTEM STANDARD PIPE
HANGER SUPPORT
E ELECTRICAL49 EE-001 SYMBOL SCHEDULE, SHEET INDEX50 EE-601 PANEL SCHEDULES51 EE-602 PANEL SCHEDULES52 EE-603 PANEL SCHEDULES53 ES-101 ELECTRICAL SITE PLAN54 ED-101 DEMOLITION PLAN55 EP-101 POWER PLAN56 EP-102 ROOF POWER PLAN57 EP-401 ENLARGED POWER PLAN58 EP-402 ENLARGED POWER PLAN59 EP-501 DETAILS60 EP-502 DETAILS61 EP-503 DETAILS62 EP-601 DEMOLITION ONE LINE DIAGRAM63 EP-602 NEW ONE LINE DIAGRAM64 EP-603 EQUIPMENT SCHEDULE65 EL-101 LIGHTING PLAN66 EL-601 LIGHTING FIXTURE SCHEDULE67 EY-101 AUXILIARY PLAN68 EY-501 AUXILIARY DETAILS69 EY-601 AUXILIARY DIAGRAMS
FP FIRE PROTECTION70 FA-101 FIRE ALARM PLAN71 FA-601 FIRE ALARM DETAILS72 FP-101 FIRE PROTECTION PLAN73 FP-601 FIRE PROTECTION DETAILS
SHEET LIST
INDEX SHEET SHEET NAME
G GENERAL SHEETS1 G-001 COVER SHEET2 G-002 SHEET INDEX
C CIVIL3 CU-100 OVERALL UTILITY / SITE PLAN4 CU-101 UTILITY PLAN5 CU-501 CIVIL DETAILS6 C-101 OVERALL SITE PLAN7 C-102 SITE PLAN8 C-103 SITE DETAILS
D DEMOLITION9 D-101 DEMOLITION PLAN
A ARCHITECTURAL10 A-101 FLOOR PLAN11 A-102 ROOF PLAN12 A-201 EXTERIOR ELEVATION13 A-301 BUILDING / WALL SECTIONS14 A-401 ENLARGED PLANS15 A-402 INTERIOR ELEVATIONS16 A-601 FINISH FLOOR PLAN17 A-602 SCHEDULES18 A-650 EQUIPMENT PLAN19 A-701 REFLECTED CEILING PLAN
M MECHANICAL20 M-000 MECHANICAL SYMBOLS21 M-001 MECHANICAL GENERAL NOTES22 M-002 MECHANICAL COMCHECK23 M-101 MECHANICAL FLOOR PLAN24 M-102 MECHANICAL ROOF PLAN25 M-301 MECHANICAL SECTIONS26 M-401 ENLARGED MECHANICAL PLAN27 M-501 MECHANICAL DETAILS28 M-601 MECHANICAL SCHEDULES29 M-602 MECHANICAL SCHEDULES30 M-603 MECHANICAL SCHEDULES31 M-701 MECHANICAL SCHEMATICS32 M-702 MECHANICAL SCHEMATICS33 M-703 MECHANICAL SCHEMATICS34 M-704 MECHANICAL SCHEMATICS35 M-705 MECHANICAL SCHEMATICS36 MPD-101 MECHANICAL PIPING DEMOLITION PLAN37 MP-101 MECHANICAL PIPING PLAN
2 1/16" = 1'-0"1 EXITING FLOOR PLANNORTH
1" = 200'-0"OVERALL PLAN
B-843
B-850
B-845
B-847
B-8
44
B-8
38
B-8
41
B-8
32
B-864
B-859
B-860
B-858
N
0' 50' 100' 200' 300'
Scale: 1"=100'
GRAPHIC SCALE
LEGENDPROPOSED 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
1420
43
73
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
CU-100
RE
NO
VA
TE S
OU
THE
RN
BA
Y G
. FO
RN
EW
WO
RK
LOA
D B
850
UTI
LITY
OV
ER
ALL
PLA
NR
IGO
BE
RTO
LE
ON
03/0
2/20
15
FINAL SUBMITTAL
AB
TD
RW
SS
B
3
3/2/15
L
PRO
FE
EEE
S
SS
UFO ATETAT H
RNI
GN
OI
L AAR R
UT C
N
S UT
B-844
B-838
B-841
B-859
Pinch Existing Line and Fuse Weld Tee to tieinto Existing 1.5" Gas Line Field Verify size,depth, and material. Coordinate gas outageat Building 838 with Contracting Officer
Construct Poly gas valve in valve boxBegin tracer wire inside valve boxwith 3-feet ± slack above top ofvalve box
Route pipe under overheadsteam line
Retain & Protect Existing Utility LinesHand Dig both sides of pipe as needed
until existing utility line is crossed
Directional Bore or Mole under the roadwayopen cut and patch not allowed, pull tracer wireunder road with gas pipe.
Construct 390'± 1.5",DR11, 80 psi NaturalGas Line
Photo 1 LookingSoutheast
Retain & Protect Existing Utility LinesHand Dig both sides of pipe as needed
until existing utility line is crossed
Construct 3'x4'Concrete Pad for Gas MeterExtend Riser through Concrete PadConstruct Rotary Gas Meter with LockableBypass, Seismic Automatic Shutoff Valve, and YStrainer set on Pedestal.Coordinate pad location so that pipe into buildingcomes in 9" to 12" from Northwest Corner ofinside wall and 12" to 18" above finish floor.Construct 2 bollards on north side of pad toprotect gas meter.
N
0' 10' 20' 40' 60'
Scale: 1"=20'
GRAPHIC SCALE
LEGENDPROPOSED 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
1420
43
73
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
CU-101
RE
NO
VA
TE S
OU
THE
RN
BA
Y G
. FO
RN
EW
WO
RK
LOA
D B
850
UTI
LITY
PLA
NR
IGO
BE
RTO
LE
ON
03/0
2/20
15
FINAL SUBMITTAL
AB
TD
RW
SS
B
4
3/2/15
L
PRO
FE
EEE
S
SS
UFO ATETAT H
RNI
GN
OI
L AAR R
UT C
N
S UT
B-850
TRENCH ZONEMATERIAL, SEESPECIFICATIONSIDENTIFICATION TAPE
PIPE ZONEMATERIAL, SEESPECIFICATION
6" FOR PIPES12" DIA.
OR SMALLER.#10 AWG. COPPERWIRE FINDER
PIPE TRENCH DETAIL
PHOTO 13'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 METERFLANGE 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"ØBOLTS, 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" THICKW/ FIBER MESH
SET TOP OF SLAB EVEN WITH TOP OFWATERWAY
ADJUST PAD LOCATION SO THAT PIPE FROMMETER TURNS UP AT BYPASS TEE, AND
ELBOWS OVER TO WALL WITHOUT ADDITIONALBENDS
CORE HOLE IN BUILDING CORNER 9" TO 12"FROM INSIDE CORNER, 12" TO 18" ABOVE FINISHFLOOR, COORDINATE WITH MECHANICAL FORLOCATION, AFTER PIPE HAS BEEN INSTALLED,SEAL HOLE IN WALL WITH CAULK
APPROXIMATE FINISH FLOOR
1/2"Ø ANCHOR BOLT 4 EACH PER PLATEDRILL AND ANCHOR TO SLAB, 4' DEEP EACH
1/4" STEEL PLATE
"Y" STRAINER
24"
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
CU-501
RE
NO
VA
TE S
OU
THE
RN
BA
Y G
. FO
RN
EW
WO
RK
LOA
D B
850
CIV
IL D
ETA
ILS
RIG
OB
ER
TO L
EO
N
FINAL SUBMITTAL
AB
TD
RW
03/0
2/20
15
SS
B
5
3/2/15
L
PRO
FE
EEE
S
SS
UFO ATETAT H
RNI
GN
OI
L AAR R
UT C
N
S UT
NOTE:TRENCH MUST BE INSPECTED BY PROJECTMANAGER OR CONTRACTING OFFICER'SDESIGNATED REPRESENTATIVE PRIOR TOBACKFILLING. INSPECTION WILL VERIFYTRACER WIRE, TRENCH DEPTH, AND PIPEBEDDING MATERIAL.
1.5" ISOLATION VALVE
1.5" ISOLATION VALVE
NOTE:ELECTROFUSION WELD OR BUTT FUSIONWELD HDPE PIPE JOINTS. OTHERMETHODS OF PIPE JOINING ONLY WITHPERMISSION OF CONTRACTING OFFICER.
H A
VEN
UE
CANOPY COLUMNS
CONCRETE RAMPSEE 1/C-102
LINE OF ASPHALT TOREMOVE & REPLACED
LINE OF CURB & GUTTER TO REMOVE
FIELD VERIFY+/- 21'-0"
NEW PAINTEDDIRECTIONALARROW
EXISTING PARKING STRIPES
EXISTING TRANSFORMER
EXISTING POWER POLE
AREA OF ASPHALTTO BE REPLACED
DOCK
AREA OF ASPHALTTO BE REPLACEDAREA OF ASPHALT
TO BE REPLACEDNITROGEN EQUIPMENT PAD,CONSTRUCTION JOINTSSHALL BE PLACED AT 10'-0"O.C.
EXITING STAIRSNITROGEN EQUIPMENT PAD, CONSTRUCTIONJOINTS SHALL BE PLACED AT 10'-0" O.C.
EXITING STAIRSEXISTING SIDEWALK& ROCKS
EXISTING PARKING & STRIPING
EXISTING CURB RAMP
NEW TRANSFORMER
FDCFDC
24'-0"
12'-0
"
10'-0
"
40'-0"
6" 19'-6" 19'-6" 6"
4"
NOTE: CONTRACTOR SHALL REMOVE EXISTING WATERWAY LONG SOUTHSIDE OFBUILDING. ALL PADS AND NEW GRADING SHALL SLOPE AWAY FROM BUILDING
B850BAY G
7C-103
7C-103
7C-103
6'-0"
6'-10
"
3'-2" 6'-6" 3'-2"
6'-0"
6'-0"
5'-6"
6'-0"
6'-0"
9" 6'-6" 9"
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
C-101
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
OV E
RAL
L SI
TE P
L AN
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
act
FINAL SUBMITTAL 3/32" = 1'-0"1 OVERALL SITE PLAN
6NORTH
H A
VEN
UE
C-102
2
CANOPY COLUMNS
CONCRETE RAMP
LINE OF ASPHALT TO REMOVE
LINE OF CURB & GUTTER TO REMOVE
FIELD VERIFY+/- 21'-0"
NEW PAINTEDDIRECTIONALARROW
EXISTING PARKING STRIPES
4
C-102
ALUMINUMTHRESHOLD
EXISTING CURB & GUTTER
EXISTING CURB & GUTTEREXISTING SIDEWALK
EXISTING SIDEWALK
11'-11"
2'-0"
10'-0
"2'-
0"
8C-102
7C-102
6
C-102
2'-0" 8'-11" 5'-0"
CONCRETE ISLANDLEVEL W/ SIDEWALK
ASPHALT
4" CONCRETE RAMPON BASE
CONCRETE ISLANDLEVEL W/ SIDEWALK
EXP.JOINTS
LINE OF CANOPY ABOVE
CMUCOLUMN
EXISTINGBUILDING
DOWN FLAT
8'-0" 3'-11"
100'-0"
100'-0"
100'-0"
99'-6"
LINE OF CANOPYABOVE
NOTE: PATCH ASPHALT AS REQUIRED. PROVIDE PROPER SLOPE.
12'-0
"
HSS 4x4x1/4 COL. ON 1/2"x10"x10" BASEPL W/ (4) 3/4" Ø A.B. ON 16"x16"x2' DEEPCONC PIER ON FOOTING. TYP.
4
C-102
OPP.
EXISTING SIDEWALK
HSS 4x4x1/4 COLUMNS
PRE-FINISHED STANDING SEAM METALROOF SYSTEM W/ 12" PANEL WIDTHS
HM FRAME & DOOR
4" CONCRETE RAMPWITH BASE MATERIAL
ASPHALT PATCH
PERLINS, SEE CANOPYFRAMING PLAN
109'-0"TOP OF COLUMN
PRE-FINISHED MTL. FLASHING
BASE PLATES
HSS TRUSSES1'-1"
MIN.2"
NOTE: SEE 3/C-102FOR FRAMING PLAN
PRE-FINISHED METAL FASCIA
PRE-FINISHED STANDING SEAM METALROOF SYSTEM W/ 12" PANEL WIDTHS
HSS 4X4X1/4" COLUMN
HM FRAME & DOOR
HSS 4x4x1/4
PRE-FINISHED STANDING SEAM METALROOF 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
11 1
/2"
HSS 4x2x3/16 PURLINS, TYP.PROVIDE WELDED END CAPSEACH END
HSS 6x3x3/8
HSS 3x3x1/4
HSS 4x3x1/4
1/4" CAP PL.
NOTE:WELD ALL JOINTS W/1/4" FILLETWELDS ALL AROUND
HSS 3X3X1/4
3"
1'-0"
TYP3/16
C-102
9
1'-0"
EXTERIORLIGHT
PRE-FINISHED STANDING SEAM METALROOF 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 METALROOF SYSTEM W/ 12" PANELS WIDTHS
PRE FINISHED METAL FASCIA
BASE PLATE
EXISTING BUILDING
HSS 4x4x1/4 COLUMNS
SNOW GUARDPRE-FINISHEDMTL. FLASHING
8C-102
7C-102
EXISTING BUILDING
HSS 4x4x1/4" COLUMN,BELOW TYP.
HSS 4x2x3/16" FRAMING, TYP.
EXISTINGBUILDING
HSS 4x2x3/16" FRAMING, TYP.
EQEQ
EQEQ
HSS TRUSS,SEE SECTION
2"
1 1/
2"7"
1 1/
2"
1/4 BASE PL 1/2"X10"X10" W/(4) 3/4" Ø ANCHOR BOLTSW/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
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
C-102
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
SITE
PLA
N
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
act
FINAL SUBMITTAL 1/8" = 1'-0"1 SITE PLAN 1/4" = 1'-0"2 MAIN ENTRY
1/4" = 1'-0"8 CANOPY SECTION 1/4" = 1'-0"6 CANOPY ELEVATION
1/4" = 1'-0"7 CANOPY SECTION
1/4" = 1'-0"5 CANOPY ROOF PLAN
7
1/4" = 1'-0"4 CANOPY ELEVATION
1/4" = 1'-0"3 CANOPY FRAMING PLAN
1" = 1'-0"9 COLUMN FOUNDATION DETAIL
NORTH
1
ASPHALT
PIPE HANDRAIL 1-1/2" - 2"
CONCRETE STAIRS
CONCRETE SLAB
EXISTING BUILDING
HM DOORS & FRAME
MECHANICAL118
6" CONCRETEFOUNDATION W/FOOTINGS
EXISTING FLOOR SLAB
1'-0"
6"
1 1/2" PIPE GUARDPAINT
1'-0"
ASPHALT
1 1/2" PIPE GUARDPAINT
CONCRETE STAIRS
CONCRETE SLAB
EXISTING BUILDING
HM DOOR & FRAME(EXIT ONLY)
FIRE123
6" CONCRETEFOUNDATION
EXISTING FLOOR SLAB
SCHEDULED WALL & CEILING
6"
SURFACEMOUNTEDLIGHTING
1/4" PLATEPAINT
BOLT, NUT & WASHER
1 1/2" PIPEPAINT
ENLARGED BRACKET DETAIL
C-103
4
3'-6"
3'-6"
PIPE HANDRAIL 1-1/2" - 2"
30" M
IN.
FIELD
VER
IFY3'-
0"
1'-0"
1'-6"
4"4"
#6 @ 12" oc EACH WAY
7" M
IN. E
MBE
D
TOP OF CONCRETE PAD 3/4" BASE PLATE
1" DIA. ANCHOR BOLT
1" GROUT
BASE PLATE - SEEENLARGED DETAIL
SEE3A
6" GRAVEL BASE
CONCRETE SLAB
CONCRETE SLAB
NOTES:SEE SECTION FOR REINFORCING.CONCRETE f'c = 5000 psiREINFORCING STEEL fy = 60,000 psi
1'-6"
NOTE:CONTRACTOR SHALL VERIFYSLAB THICKNESS, SIZE &REINFORCEMENT W/ NITROGENTANK MANUFACTURER
3CDETAIL
3BDETAIL
3ADETAIL
EXISTING ASPHALTASPHALT PATCH
BASE COURSE
EXIS
TING
MAT
CH
EXIS
TING
MAT
CH
(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 NOSETYP.
1'-4"
30" M
IN.
6" FOUNDATION WALLREINFORCING ?
x'Xx' FOOTING WITH#4's @ 12" O.C. E.W.
6" CONC. SLAB8
C-103
10C-103
9C-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
EXISTINGWATER WAY
C-103
6
F.V.
1'-3"
F.V.2'-0"
FLOOR LINE
5'-0"
STANDING SEAM MTL. ROOF
STEEL TUBE
GAS METER, SEECIVIL DRAWINGS
CONC. FOUNDATION
TUBE STEEL FRAMING
GAS LINE
BUILDING BEYOND
9C-103
STANDING METALSEAM ROOFING
2" x 4" x 1/4" STEEL TUBEFRAMING (4 SIDES),
3" DIA. STEEL TUBE, TYP.
10" CONC. PAD
8"
1/4
2" x 4" x 1/4" STEEL TUBEFRAMING (4 SIDES), PROVIDEWELDED END CAPS EACH END
1/4
4" BASE COURSE
8" Ø CONC.FOUNDATION
MIN
.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 TUBEFRAMING (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" PLATEWITH (4) 1/2"x8"ANCHOR BOLTS
COLUMN
CONC. FOOTING BELOW
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
C-103
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
SITE
DET
A ILS
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
RS
FINAL SUBMITTAL 3/8" = 1'-0"1 MECHANICAL 118 EXITING
3/8" = 1'-0"2 FIRE 123 EXITING
8 1/4" = 1'-0"3 EXTERIOR SLAB DETAILS
1" = 1'-0"7 ASPHALT PATCH
3/4" = 1'-0"4 CONC. STAIR DETAIL 1/2" = 1'-0"5 ENLARGED PLAN @ GAS METER
1/2" = 1'-0"8 EXTERIOR ELEVATION @ CANOPY
3/8" = 1'-0"10 SECTION @ CANOPY 3/8" = 1'-0"9 SECTION @ CANOPY
1 1/2" = 1'-0"6 BASE PLATE DETAIL
C E G J L
2 2
33
55
6 6
77
11
8
BA D F H K M N
LOADING DOCK
OFFICE AREA
EXISTING SLIDING DOOR TO REMAINBOLT IN CLOSED POSITION
DOOR PULLEY SYSTEMDISCONNECT FROMDOOR OPERATION
controls
EXISTING ROOFDRAIN TO BEPROTECTED
FIRE ALARM PANELS ANDRISER TO BE PROTECTEDDURING CONSTRUCTION
EXISTING DOOR &FRAME - changehardwware
3'-4" 8"
2'-0"
64'-4
"2'-
0"65
'-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 DECKAPPROX. 24'-9" ABOVE
REMOVE EXISTING FERETURN TO OWNER
REMOVE EXISTING FERETURN TO OWNER
SAWCUT PORTION OFEXISTING CONCRETEPANEL FOR NEWDOOR & FRAME
SAWCUT PORTION OFEXISTING CONCRETEPANEL FOR NEWDOOR & FRAME
SAWCUT PORTION OFEXISTING CONCRETEPANEL FOR NEWDOOR & FRAME
SAWCUT PORTION OFEXISTING CONCRETEPANEL FOR NEW DOOR& FRAME
6'-4" 1'-6"3'-4" 8"
REMOVE BOLLARDS
3'-4"
8"
REMOVE EXISTINGELECTRICAL PANELSEE ELECTRICAL
EXISTING ROOF DRAINTO BE PROTECTED
FIRE ALARM PANELS ANDRISER TO BE PROTECTEDDURING CONSTRUCTION
REMOVE PANELS & TRANSFORMERSEE ELECTRICAL
REMOVE CONDUITS & OUTLETSRELATED TO THE CHARGING STATIONSEE ELECTRICAL
EXISTING TRANSFORMER& PANELS TO BEPROTECTED DURINGCONSTRUCTION
44
EXISTING OVERHEAD DOORPROTECT DURING CONSTRUCTION
EXISTING OVERHEAD DOORPROTECT DURING CONSTRUCTION
EXISTING DOOR &FRAME - changehardwware
GENERAL NOTECONTRACTOR SHALL REMOVE ALL NON-USEDITEMS IN THE CONSTRUCTION AREA. SEEMECHANICAL, FIRE PROTECTION ANDELECTRICAL DRAWINGS
relocate controls to other side of door
remove FE
DEMOLISH EXISTINGCONCRETE RAMP &FOOTINGS
APPROX. DEMOLITION OFEXTERIOR FOR NEW STAIRSAPPROX. DEMOLITION OF
EXTERIOR FOR NEW CONCRETEPAD
APPROX. DEMOLITION OFEXTERIOR FOR NEW CONCRETEPAD & STAIRS
NOTE:CONTRACTOR SHALL REMOVEVENTILATORS FROM THE ROOF ANDPROVIDE A GALVANIZED METAL CAPOVER THE OPENING. INSTALL ANDSEAL TO PROTECT BUILDING FROMWATER LEAKAGE.
NOTE:ALL DIMENSIONS ARE TO BE FEILDVERIFIED BY CONTRACTOR.
NOTE:CONTRACTOR SHALL MODIFYWATERWAY AS NEEDED.
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
D-101
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
DE M
OLI
TIO
N P
LAN
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
act
FINAL SUBMITTAL
3/32" = 1'-0"1 DEMOLITION PLAN
9NORTH
LOADING DOCK
OFFICE AREA
300K CLEANROOM112
MOTOR113
VIBRATION114
CHANGE115
100K CLEANROOM116
JANITOR117
MECHANICAL118
DEMIL121
BRAIDING122
FIRE123
CONFERENCE104
OFFICE105
OFFICE106
OFFICE107
COMMUNICATIONS108
HALLWAY103
ENTRANCE/LOCKERS101
CABLE SHOP109
CABLE SHOP111
STORAGE119
EXISTING SLIDING DOORTO REMAINBOLT IN CLOSED POSITION
SECURE AREA
EXISTING STAINLESSSTEEL DOOR PULLEYSTSTEM TO REMAIN
existingisolated pad
controls
fire riser and panelsfire riser
C
C E
E G
G J
J L
L
2 2
33
55
6 6
77
1
1
8
BA
A
D F H K M
N
N
CUBICLES102
FORKLIFT TRAVEL110
EXISTING STAIRS
122
111
121
119A
110
113
114
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" CLEARW4
W4
W1
W1
W4
W4
W1
W4
W4
W4
W1
W4
W4
A-401
2
A-401
1
16'-0"
15'-0
"
6'-0"
CLE
AR
W4
FIRE120
A-402
7Sim
CLEA
R4'-
6"
CR1
CR1
CR1
CR1
CR1
CR1
CR1
CR1
CR1CR1
CR1
CR1
CR1
CR1
CR1
CR1
CR1
CLEA
R63
'-0"
CLEA
R30
'-0"
CLEA
R10
'-0"
CLEAR22'-0"
CLEAR59'-0"
CLEA
R22
'-3 1
/2"
CLEA
R56
'-0"
7'-11 1/4" 12'-0 3/4" 10'-7 3/4" 7'-4 1/4"
CLEAR37'-11"
C
C
W1
6'-11
1/2
"
A-402
9W1
12'-0
"
10'-6 3/8"
12'-0
"
118A
1'-6"
8'-1
1/4"
15'-7
"
6'-0"
TEMPERATURE: 72° F, +/- 5° FHUMIDITY: 50% OR LESSPOSITIVE PRESSURE10 AIR CHANGES/HOUR
SEE FORCANOPY DRAWINGS
/1 C-102
1C-1032
C-103
2C-103
ELECTRICAL118a
44
CR1
CR1
118B
LOW WALLRETURN (TYP)
LOW WALLRETURN (TYP)
SIM
1'-6"
FEC
FEC
FEC
8" CONCRETE SLABSEE FOR DETAILS
1
A-201
78'-4 1/8" 61'-3 1/8" 51'-3 3/4" 7'-9 3/8"
/3 C-10318" CONCRETE SLABSEE FOR DETAILS/3 C-103
NEGATIVE PRESSURE
SLOP
E
SLOP
E
NOTE:CONTRACTOR SHALL GRADE NEW ASPHALT TO SLOPE AWAY FROM BUILDING
NOTE:CONTRACTOR SHALL GRADE NEWASPHALT TO SLOPE AWAY FROM BUILDING
W41'-6"
PARTICLE MEASURING SYSTEM124
W4
W1
W1
124
SECURITY WALLFLOOR TO DECK ABOVE, GRID 7 FROM GRID A - GRID NFLOOR TO GYPSUM BOARD CEILING, FIRE 120-L1 & FIRE 123-L2
-seal all penetrations-sound proof room-contr shall provide insul onall walls-gb clg w/ insul
CLEAR8'-0"
TEMPERATURE: 72° F, +/-5° FHUMIDITY: 30% MIN, 50% MAXPOSITIVE PRESSURE15-20 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 FITIN SPACE, FROM FLOORTO CEILING @ BRAIDING 122, PMS 124AND 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"
SECURITYWALL
UL419
EXTEND TODECK ABV.
MODULARCLEANROOM WALL
4 1/4"
CR1
BRIDGING @ 5'-0" oc, VERTICALLY
EXPANDED METAL MESH
INT. EXT.
GENERAL NOTES1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE
DRAWING SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE GENERAL CONTRACTORSHALL NOTIFY THE ARCHITECT OF ANY DIMENSION DISCREPANCIES OR CONFLICTS BEFOREPROCEEDING 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' AREFROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTEDWITHOUT PRIOR APPROVAL OF THE ARCHITECT.
4. ALL DOOR FRAMES SHALL BE MIN. 4" FROM SIDE WALL UNLESS NOTED OTHERWISE.
5. CG = CORNER GUARD. SEE 10/A-551
FEC = SEMI RECESSED FIRE EXTINGUISHER. SEE 7/A-5516.
7. BLOCKING TO BE PROVIDED FOR ALL WALL MOUNTED EQUIPMENT SEE 9/A-551
8. WINDOW TYPES - SEE SHEET A-602 XX
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-101
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
FLO
OR
PL A
N
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
RR
S
FINAL SUBMITTAL 3/32" = 1'-0"1 FLOOR PLAN - BAY G
10NORTH
C
C E
E G
G J
J L
L
2 2
33
55
6 6
77
11
8
BA
A
D F H K M
N
N
C-102
5
44
HP 11200#
RTU 1700#
RTU 2700#
RTU 3700#
RTU 4700#
RTU 5700#
RTU 6700#
RTU 7700#
RTU 8700#
H 2360#
CU 1XXX#
CH 21700#
CH 31600#
A-201
2
RTU3 - RTU720x14 penetration, each22x22 penetration, each
RTU 8 - RTU914x14 penetration, each14x14 penetration, each
(2) 2" penetrtations
CH3(2) 6" PENETRATIONS
H236" penetration48" penetration
H130" penetration48" pentration
RTU1 - RTU220x14 penetration, each22x22 penetration, each
EXISTINGVENTILATOR
EXISTINGVENTILATOR
EXISTINGVENTILATOR
EXISTINGVENTILATOR
EXISTING SEALED OPENING
EXISTING SEALEDOPENING
EXISTING SEALEDOPENING
NOTE:CONTRACTOR SHALL PATCH AND REPAIREXISTING ROOF SYSTEM AT ALL NEWPENETRATIONS. CONTRACTOR SHALLMAKE REPAIRS TO MAINTAIN EXISTINGWARRANTY. VERIFICATION ANDCERTIFICATION WILL BE REQUIRED.
CONTRACTOR SHALL VERIFY WITH OTHERTRADES FOR ANY ADDITIONAL ROOFPENETRATIONS.
H 1360#
10'-0"
13'-0
"
CH 11700# 17'-6"
24'-0
"
3'-0"
30'-0"
34'-4
"
CH1(2) 6" PENETRATIONS
CH 2(2) 6"PENETRATIONS
3'-0"
CONC. TEE LINETYP.
1. ALL OPENING MUST NOT CUT RIBS OR BEAMS.
2. ALL OPENINGS CUT LARGER THAN 12", INSTALLANGLE FRAME AROUND OPENING W/ L4x4x1/4 HEADERSTO ADJACENT BEAMS (SEE DETAIL).
3. TWO ADJACENT OPENINGSARE TO BE TREATED AS ASINGLE OPENING IF NOT SEPERATED BY AT LEAST 12".
4. IF THE EDGE OF AN OPENING IS WITHIN 6" OF A RIB ORBEAM, NO ANGLE IS REQUIRED AT THAT EDGE.
5. CONTRACTOR SHALL REMOVE VENTILATORS FROMTHE ROOF AND PROVIDE A GALVANIZED METAL CAPOVER THE OPENING. INSTALL AND SEAL TO PROTECTBUILDING FROM WATER LEAKAGE.
ROOF PLAN STRUCTURAL NOTES
TYPI
C AL
9'-6"
6'-0" TO 6'-7"VARIES
6'-0" TO 6'-7"VARIES
BEAM
PANEL JOINT
BEAM
BEAM
BEAM
PANEL JOINT
RIB
RIB
RIB
ALL OPENINGS MUST NOT CUT RIBS OR BEAMS.
AT ALL OPENINGS CUT LARGER THAN 12", INSTALLANGLE FRAME AROUND OPENIN, WITH L4" x 4" x1/4"HEADERS TO ADJACENT BEAMS (SEE BELOW).
TWO ADJACENT OPENINGS ARE TO BE TREATED AS ASINGLE OPENING IN NOT SEPERATED BY AT LEAST 12".
IF THE EDGE OF AN OPENING IS WITHIN 6" OF A RIB ORBEAM, 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"
CBEAML
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-102
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
RO
OF
PLA N
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
RS
FINAL SUBMITTAL
3/32" = 1'-0"1 ROOF PLAN
11
1/4" = 1'-0"2 ENLARGED ROOF JOIST PLAN
3/4" = 1'-0"3 PANEL OPENING DETAIL
NORTH
CONCRETE STAIRS & METAL RAILINGCONCRETE STAIRS & METAL RAILINGNITROGEN EQUIPMENT CANOPYSEE FRAMING PLAN & DETAILS
CONCRETE STAIRS& METAL RAILINGNITROGEN TANKS CONCRETE SLAB
SEE DETAILS
EXT.FDC
EXT.FDC
EXISITING DOCK & STAIRSEXISTING RAMP TOBE REMOVED - SEEDEMOLITION PLAN
EXT. LIGHTEXT. LIGHT
EXT. LIGHTEXT. LIGHT
EXT. BUILDING
3A-201
1" /
1'-0
"
SLOP
E
STANDING SEAM METAL ROOFING
FLASHING
STANDING SEAM METAL ROOFINGW/ 12" OVERHANG
8" CHANNEL FRAMINGEACH END AND MID-SPANSPAINT
10'-0"
4X4 TSSEE PLAN FOR SPACINGPAINT
EXISTING BUILDING
8" CONCRETE SLAB ON GRAVEL BASESEE /3 C-103
3/4" PLATE W/BOLT EACH SIDEPAINT
NOTE:CONTRACTOR SHALL VERIFYSLAB THICKNESS, SIZE &REINFORCEMENT W/ NITROGENTANK MANUFACTURER
1'-0"
FLASHING
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-201
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
EXTE
RIO
R E
L EVA
TIO
N
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
RS
FINAL SUBMITTAL
1/8" = 1'-0"1 SOUTH ELEVATION
1/4" = 1'-0"2 NITROGEN EQUIPMENT CANOPY
3/8" = 1'-0"3 NITROGEN CANOPY SECTION
12
7A-402
11
CUBICLES102
HALLWAY103
OFFICE105
EXISTING CONC. SLAB
LAY-IN TILE SYSTEM SCHEDULED WALL
SCHEDULED WALL
SCHEDULEDDOOR & FRAME
108'-6"B.O. CEILING
109'-0"B.O. CEILING
100'-0"FIN. FLOOR
LIGHT FIXTURE, TYP.
LAY-IN TILE SYSTEM
LAY-IN TILESYSTEM
SECURITY WALL - SEE
CLEAN ROOM SYSTEM
LAY-IN TILE SYSTEM
1'-0"
TO DECK ABOVE1/2"
COVED FLOORING
300K CLEANROOM112
/11 A-402
EXISTING CONCRETE SLAB
100'-0"
FINISH FLOOR
109'-0"B.O. CEILING
C E G JD F H K
FIRE123CABLE SHOP
111
CABLE SHOP111
BRAIDING122 DEMIL
121
STORAGE119
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 GYPSUMBOARD CEILING
LAY-IN TILE SYSTEM
SCHEDULED WALL
SCHEDULED WALL
SCHEDULED WALL
SCHEDULED WALL
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-301
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
BUIL
DIN
G /
WAL
L SE
CTI
ON
S
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
act
FINAL SUBMITTAL
1/4" = 1'-0"1 SECTION - ADMINISTRATION
3/4" = 1'-0"2 SECURITY WALL SECTION
1/4" = 1'-0"3 BUILDING SECTIONS (INTERIOR WALLS)
13
C E
77
8
A
1A-301
CUBICLES102
CONFERENCE104
OFFICE105
OFFICE106
OFFICE107
COMMUNICATIONS108
HALLWAY103
ENTRANCE/LOCKERS101
104105
106 107
101B
101A
102B
102A
A A A A
B B B
W1
W1
W4
W1
W1
W1
W1
W1 W1W1
W2
W2
W1
W1
W1
W4
W1
W4W4W4W4
W1
W1 W1
CABLE SHOP109
300K CLEANROOM112
28'-7
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"
14'-1
0 3/
8"7'-
0 5/
8"22
'-3 5
/8"
4'-3 1/2" 13'-6" 12'-0" 12'-0" 12'-0"
3'-5" 3'-5" 3'-5"
CLEA
R6'-
5 1/
2"
CLEA
R5'-
0"
A-402
7A-402
8
3/A-402
2/A-
402
MIN.7'-1"
CLEAR10'-6 3/8"
CR1
CR1
2'-10
"1/
2" G
AP
ALUMINUM THRESHOLD
W1
PRINTER COUNTER
1'-7"
103
108
6/A-402
STC
45 M
IN.
W1W1
W1
SECURITY WALLFLOOR TO DECK ABOVE, GRID 7 FROM GRID A - GRID NFLOOR TO GYPSUM BOARD CEILING, FIRE 120-L1 & FIRE 123-L2
L
L
117
W1
JANITOR117
1/A-402
4/A-402
5/A-
402
44
W4
CR1
W4W4
W4
W4
W2
W4
7'-7
3/4"
W2
3/8"
MECHANICAL118
ELECTRICAL118a
STORAGE119
100K CLEANROOM116
10'-7"
1'-11
5/8
"
1'-11
5/8
"
2'-5 3/8" 4'-8 5/8" 1'-4 3/8"
9 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 FITIN SPACE, FROM FLOORTO CEILING @ BRAIDING 122, PMS 124AND 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"
SECURITYWALL
UL419
EXTEND TODECK ABV.
MODULARCLEANROOM WALL
4 1/4"
CR1
BRIDGING @ 5'-0" oc, VERTICALLY
EXPANDED METAL MESH
INT. EXT.
GENERAL NOTES1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE
DRAWING SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE GENERAL CONTRACTORSHALL NOTIFY THE ARCHITECT OF ANY DIMENSION DISCREPANCIES OR CONFLICTS BEFOREPROCEEDING 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' AREFROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTEDWITHOUT PRIOR APPROVAL OF THE ARCHITECT.
4. ALL DOOR FRAMES SHALL BE MIN. 4" FROM SIDE WALL UNLESS NOTED OTHERWISE.
5. CG = CORNER GUARD. SEE 10/A-551
FEC = SEMI RECESSED FIRE EXTINGUISHER. SEE 7/A-5516.
7. BLOCKING TO BE PROVIDED FOR ALL WALL MOUNTED EQUIPMENT SEE 9/A-551
8. WINDOW TYPES - SEE SHEET A-602 XX
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-401
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
ENLA
RG
E D P
L AN
S
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
RS
FINAL SUBMITTAL
1/4" = 1'-0"1 ENLARGED ADMINISTRATION
1/4" = 1'-0"2 JANITOR 11714
NORTH
BASE
GYPSUM BOARD(PAINT)
8'-6"
BI-LEVEL DRINK FOUNTAINSEE PLUMBING PLAN
EXISTING CONC. FLOOR
DOUBLE TIER LOCKERSW/ SLOPED TOP
ENTRANCE/LOCKERS101
BASE
H.M. FRAME W/ WOOD DOORGYPSUM BOARD(PAINT)
MOP SINKBASE
SS SHELF W/ MOP HOLDERS
FRP WAINSCOT
JANITOR117
PAINTED GYPSUM BOARD
3'-0"
4'-0"
4'-0"
MOP SINK FAUCET
SS SHELVINGNIC
ENTRANCE/LOCKERS101
METAL BRACKETS
30 CELL PHONE LOCKERS
DOUBLE TIER LOCKERSW/ SLOPED TOP
BASE
GYPSUM BOARD(PAINT)
15A-402
4'-0"
JANITOR117
BASE MOP SINK
FRP WAINSCOT
PAINTED GYPSUM BOARD
MOP SINK FAUCET
SS SHELF W/ MOP HOLDERS
4'-0"
CEILING MOUNTED PROJECTORATTACH TO STRUCTURE ABOVEOWNER PROVIDED
CEILING MOUNTED SCREENATTACH TO STRUCTURE ABOVE
BASE
C
C
77
EXISTING CONCRETECOLUMN
SCHEDULED WALL
SCHEDULED WALL
E
E
77
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
6"
WALL FRAMING(20 GA. TYPICAL U.N.O.)
16 GA. MTL MOUNTING STRAP
.
VARI
ES6"
FV W
/ EQ
UIPM
ENT
NOTE:FIELD VERIFY ALL EXISTING WALLS TO RECEIVE BLOCKING
2"
EXISTING ROOF STRUCTURE
SLIP JOINT CHANNEL
SCHEDULED WALL - EXTENDTO DECK ABOVE
3' - 6
"
FIRE EXTINGUISHERCABINET, SEE /13 A-402
SCHEDULEDWALL
SEMI RECESSED FIREEXTINGUISHER CABINET
ENTRANCE/LOCKERS101
HALLWAY103
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"
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-402
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
INTE
RIO
R E
LEVA
T IO
NS
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
RS
FINAL SUBMITTAL 1/4" = 1'-0"1 DRINKING FOUNTAIN 1/4" = 1'-0"2 ENTRANCE / LOCKERS - 101
1/4" = 1'-0"4 JANITOR - 117
1/4" = 1'-0"3 ENTRANCE / LOCKERS - 101
1/4" = 1'-0"5 JANITOR - 117
15
1/4" = 1'-0"6 CONFERENCE - 104
1" = 1'-0"7 EXISTING COLUMN DETAIL 1" = 1'-0"8 EXISTING COLUMN DETAIL
1" = 1'-0"9 EXISTING COLUMN - DOCK AREA 1" = 1'-0"10 TYPICAL BLOCKING
1" = 1'-0"11 TOP OF SECURITY WALL 1/2" = 1'-0"12 FEC ELEVATION
3" = 1'-0"13 RECESSED FIRE CABINET 3/4" = 1'-0"14 HALL HEADER
3/8" = 1'-0"15 SECTION
DN
C E G J L
2 2
33
55
6 6
77
11
8
BA D F H K M N
LOADING DOCK
OFFICE AREA
300K CLEANROOM112
MOTOR113
VIBRATION114
CHANGE115
100K CLEANROOM116
JANITOR117
MECHANICAL118
DEMIL121
BRAIDING122FIRE
123
CONFERENCE104
OFFICE105
OFFICE106
OFFICE107
COMMUNICATIONS108
HALLWAY103
ENTRANCE/LOCKERS101
CABLE SHOP109
CABLE SHOP111
STORAGE119
CUBICLES102
FORKLIFT TRAVEL110
EXISTING STAIRS
W1W1W1
W1
C1F1
B1
W1W1W1
W1
C1F2
B1
W1W1W1
W1
C1F2
B1
W1W1W1
W1
C1F1
B1W1
W1W1W1
C1F1
B1W1
W1W1W1
C1F1
B1W1
W1W1W1
C1F1
B1W6
W6W6W1
C1F1
B1
W2W2/W3W2
W2
C3F3
B3, B1 @ GB WALLS
W3W2W2
W2
C3F3
B3
W1W1W1
W1
C2F4
B1
W1W1W1
W1
C3F4
B1
W1W5W1
W5
C2F4
B1
W1W1W1
W5
C2F4
B1
W1W1W1
W1
C1F3
B1
W1W1W1
W1
C1F3
B1
CG
CG
CGCG CG CG
CG
CGCG
CG
CG
W3W3W3
W3
C4F5
B2
W3W3W3
W3
C4F5
B2
W3W3W3
W3
C4F5
B2
W3W3W3
W3
C4F5
B2
W3W3W3
W3
C4F5
B2
44
W6W5W6
W1
C3F4
B1
ELECTRICAL118a
CG CG
CGCG
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
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
WXWXWX
WX
FXBX
CX
CEILING TYPE
BASE TYPE
WALL FINISH TYPE(FINISH TO INCLUDE CORNERTO CORNER AND COLUMNS)
FLOORING TYPE
FINISH SCHEDULE SYMBOL
CORNER GUARDS
CG STAINLESS STEEL
ROOM SIGNAGE
BY OWNER
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-601
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
FIN
ISH
FL O
OR
PL A
N
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
act
FINAL SUBMITTAL
3/32" = 1'-0"1 FINISH FLOOR PLAN
16NORTH
B CWOOD METAL W/ GLASS
1
2"
2" 2"
2"SCHEDULE
SEESCHEDULE
SEE 2"
7'-0"
7'-0"
1HOLLOW METAL
PAINTED
3HOLLOW METAL
PAINTED
2A-602
2A-602
2A-602
2A-602
AMETAL
3'-6"
3'-0"
6"
6" 2'-0" 6"
1 3/8" TEMPERED GLAZINGBUTT JOINT, 2" ALUMINUM PERIMETERFRAME, 6" BASE FRAME
C
GLAZING SCHEDULE
2 1/4" CLEAR GLAZING
22
3'-0"
3'-0"
4'-0"
3'-0"
3'-0"
6'-0"
2'-0"
4'-0"
2'-0"
PASS-THRUWINDOW
ALUMINUM
B
HOLLOW METALPAINT
A
HOLLOW METALPAINT
SCHEDULED DOOR
1/4"
MAX
.
ALUM. THRESHOLDSET IN SEALANT
CONC. SLAB
SWEEP
CONT. SEALANTCONT. SEALANT
SCHEDULED FRAME
SCHEDULED DOOR
WALL, AS SCHEDULED
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-602
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
SCH
E DU
L ES
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
RS
FINAL SUBMITTAL
DOOR SCHEDULE
MARKLEAF SIZE
THICKNESS TYPE FINISH GLASS RATING FRAME TYPEDETAILS
COMMENTSW H HEAD JAMB SILL101A 3'-0" 7'-0" 1 3/4" STAIN Y HM 2/A-602 2/A-602 1/A-602101B 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602102A 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602102B 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602103 3'-0" 7'-0" 1 3/4" 2/A-602 2/A-602104 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602105 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602106 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602107 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602108 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602110 12'-0" 14'-6" 2" 2/A-602 2/A-602 EXISTING COILING DOOR. CONTRACTOR SHALL RETURN DOOR TO
PROPER OPERATING CONDITION111 3'-0" 7'-0" 1 3/4" A STAIN HM 2/A-602 2/A-602 EXISTING DOOR, NEW HARDWARE112 8'-0" 8'-0" 2" Y HM 2/A-602 2/A-602 CLEANROOM, GLASS DOOR113 8'-0" 8'-0" 2" Y HM 2/A-602 2/A-602 CLEANROOM, GLASS DOOR114 8'-0" 8'-0" 2" Y HM 2/A-602 2/A-602 CLEANROOM, GLASS DOOR
115A 3'-0" 7'-0" 2" Y HM 2/A-602 2/A-602 CLEANROOM, GLASS DOOR115B 4'-0" 8'-0" 2" Y HM 2/A-602 2/A-602 CLEANROOM, GLASS DOOR115C 3'-0" 7'-0" 2" Y HM 2/A-602 2/A-602 CLEANROOM, GLASS DOOR116 8'-0" 8'-0" 2" Y HM 2/A-602 2/A-602 CLEANROOM, GLASS DOOR117 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602118 6'-0" 6'-10" 1 3/4" HM 2/A-602 2/A-602
118A 6'-0" 6'-10" 1 3/4" 2/A-602 2/A-602118B 6'-0" 6'-10" 1 3/4" 2/A-602 2/A-602119A 12'-0" 14'-6" 2" 2/A-602 2/A-602 EXISTING COILING DOOR. CONTRACTOR SHALL RETURN DOOR TO
PROPER OPERATING CONDITION119B 3'-0" 7'-0" 1 3/4" HM 2/A-602 2/A-602 EXISTING DOOR, NEW HARDWARE120 3'-0" 7'-0" 1 3/4" HM 2/A-602 2/A-602121 4'-0" 7'-0" HM 2/A-602 2/A-602122 3'-0" 7'-0" 1 3/4" STAIN HM 2/A-602 2/A-602123 3'-0" 7'-0" 1 3/4" HM 2/A-602 2/A-602124 3'-0" 7'-0" 1 3/4" 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 WINDOWD 5 4'-0" 4'-0"
1/4" = 1'-0"DOORS AND FRAMES
1/4" = 1'-0"WINDOWS
17 3" = 1'-0"1 THRESHOLD DETAIL
3" = 1'-0"2 HEAD / JAMB DETAIL
DN
C
C E
E G
G J
J L
L
2 2
33
55
6 6
77
11
8
BA
A
D F H K M
N
N
LOADING DOCK
OFFICE AREA
300K CLEANROOM112
MOTOR113
VIBRATION114
CHANGE115
100K CLEANROOM116
JANITOR117
MECHANICAL118
DEMIL121
BRAIDING122FIRE
123
CONFERENCE104
OFFICE105
OFFICE106
OFFICE107
COMMUNICATIONS108
HALLWAY103
ENTRANCE/LOCKERS101
CABLE SHOP109
CABLE SHOP111
STORAGE119
elec panelelec panel
existingisolated pad
DOOR CONTROLS(NEW LOCATION)
panel
panel
transformer
panel
fire riser and panelsfire riser
10 lockers
shelving
bench
CUBICLES102
FORKLIFT TRAVEL110
EXISTING STAIRS
FIRE120
21
22
25
92
93
3
10
1619
11 12
13
241
15
3534
32
33
25.1
36
24
23
24.137
47 46
5960
58
57
94 56
55
54
53
62
61
63
64
87
86
70
76
69
68
67
78
75
81
79
80
83
88
CAR WASH103 77 89 71
9697
51a
52a 4a
22a16a
15a
23a
EQUIPMENTCAGE18a
58a
58a
62a
HIGH FOD46a
53a 55a26a
45a
44a
43a
42a41a41a41a
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 forpower as required
44
EW
EW
EW
ELECTRICAL118a
EW
EW
liquidnitrogen nitrogen tanks
27a
100
EW
25a
31a34a
34a
32a 33a
EW
EW
EW
48
49
50
51
52
101
50a 50a50a
EQUIPMENT FORCAR WASH 103
EW
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-650
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
EQU
IPM
ENT
P LAN
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
act
FINAL SUBMITTAL
3/32" = 1'-0"1 EQUIPMENT FLOOR PLAN - BAY G
EQUIPMENT SCHEDULE
TAG EQUIPMENT
54 CMTS 200-458655 CMTS 200-458555a TO CABINETS56 DYNO TEST STAND56a LECTRIEVER57 MOTOR CONTROL TEST SYS 158 MOTOR CONTROL TEST SYS 258a SHELVING59 TOOL BOX60 TOOL BOX61 VIB TABLE61a SHOP PRINTER62 VIB TABLE MOTOR62a C5 OPERATIONAL STOCK63 VIB TABLE AMP63a MATERIAL REELS (NOT LOCATED)64 AHU65A RCTS66a WL DESK67 OIL TABLE67a WL DESK68 DESK68a BRAIDING MACHINE69 OIL TABLE69a BRAIDING MACHINE70 DESK70a BRAIDING MACHINE71 DESK71a BRAIDING MACHINE72a BRAIDING MACHINE73a BRAIDING MACHINE74a BRAIDING MACHINE75 COMPUTER DESK76 COMPUTER DESK76a BRAIDING MACHINE77 COMPUTER DESK77a BRAIDING MACHINE78 FLAMMABLE CABINET78a BRAIDING MACHINE79 GMCTS80 FILL & BLEED81 GMCTS83 GMCTS86 ICTS87 VIB TABLE CONTROL88 STORAGE SHELVES89 STORAGE SHELVES92 AVTRON DYNAMIC #293 AVTRON APS #294 CLEANER96 LEKTREVER 297 LEKTREVER 3100 1K JIB CRANE (PORTABLE)101 CARTS
EQUIPMENT SCHEDULE
TAG EQUIPMENT
1 AVTRON STATIC #11a DTMCO2 AVTRON DYNAMIC #12a CABINETS3 AVTRON STATIC #23a LECTRIEVER4 AVTRON APS #14a LECTRIEVER5a TABLE6a TABLE7a TABLE8a TABLE9a TABLE10 WORK BENCH10a TABLE11 WORK BENCH11a CIRRIS12 WORK BENCH13 WORK BENCH13a CABINETS14a LAYOUT TABLE15 PARTS CLEANER15a LECTRIEVER16 DRAIN TABLE16a LECTRIEVER17a DLA COMPUTER19 ARBOR PRESS20 TOOL BOX (NOT LOCATED)20a SMRF BIN21 HYD CONSOLE TEST STAND21a FORKLIFT CHARGER22 HYD CONSOLE COMPUTER22a LECTRIEVER23 HYD CONSOLE TEST STAND23a MYLAR CABINETS24 HYD CONSOLE COMPUTER24.1 LTS25 ACC TEST CART25.1 PARTS CLEANER25a TOOL TABLE26a FREEZER27a LECTRIEVER28a LECTRIEVER29a LASER ETCH IUID30a TABLE31a NON-FLAMMABLE CABINET32 WORK BENCH32a CTK33 WORK BENCH33a CTK34 WORK BENCH34a FLAMMABLE LOCKER35 WORK BENCH35a VIDMAR CABINET36 ACC TEST CART36a LABEL WORKSTATION37 MAGNETIC CHARGER37a LABEL WORKSTATION38a LABEL WORKSTATION39a TOOLBOX CTK40a TOOLBOX41a CART42a HAZ WASTE CABINET43a CABINET44a TABLE45a LOAD BANK46 WORK BENCH47 WORK BENCH47a WORKSTATION48 AIR CLEAN 600049 MOBILE STORAGE SHELVES50 CART50a WORKSTATION51 OVEN51a LECTRIEVER52 MOBILE PRINTER CART52a LECTRIEVER53 DYNO TEST STAND53a POINT OF USE
18
NORTH
OPEN TO EXISTING STRUCTURE
C
C E
E G
G J
J L
L
2 2
33
55
6 6
77
11
8
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 MOUNTEDPROJECTOR - SEE ELEVATION
CEILING MOUNTEDSCREEN - SEE ELEVATION
8'-0"
2007 SF
MECHANICAL118
STORAGE119
FIRE120
DEMIL121
BRAIDING122
FIRE123
CABLE SHOP111
FORKLIFT TRAVEL110
CABLE SHOP109
300K CLEANROOM112
MOTOR113
VIBRATION114
CHANGE115
100K CLEANROOM116
JANITOR117
COMMUNICATIONS108
OFFICE107
OFFICE106
OFFICE105
CONFERENCE104
HALLWAY103
CUBICLES102
ENTRANCE/LOCKERS101
LOADING DOCK
44ELECTRICAL
118a
14A-402
9'-0"
PARTICLE MEASURING SYSTEM124
OPEN
DOWNLIGHT
2x2 TROFFER LIGHT
2x4 TROFFER LIGHT
2'x4' LAY-IN CEILING TILE & GRID
CEILING SPEAKER
SUSPENDED GYPSUM BOARDCEILING
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
PROJECT MANAGER
DESIGNED BY:
DRAWN BY:
KRSM NUMBER:
SITE CODE:
DATE:
CHECKED BY:
DEPARTMENT OF THE AIR FORCE
75TH CIVIL ENGINEER GROUP
75TH AIR BASE WING
IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
SHEET OF
1420
43
73
A-701
REN
OVA
TE S
OU
THER
N B
AY G
FO
RN
EW W
OR
KLO
AD B
850
RE F
LEC
TED
CEI
L IN
G P
LAN
SOac
t
RIG
OBE
RTO
LE O
N
3/2 /
2015
RS
FINAL SUBMITTAL
3/32" = 1'-0"1 REFLECTED CEILING PLAN
19NORTH