renovate southern bay g for new workload b … - title sheet and... · 45 hp-102 hydraulic power...

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


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:


75TH CIVIL ENGINEER GROUP

75TH AIR BASE WING


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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


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DATE:

CHECKED BY:



75TH AIR BASE WING

CU-100

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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


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DATE:

CHECKED BY:



75TH AIR BASE WING

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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"


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DESIGNED BY:

DRAWN BY:

KRSM NUMBER:

SITE CODE:

DATE:

CHECKED BY:



75TH AIR BASE WING

CU-501

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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:



75TH AIR BASE WING


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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


HSS 4X4X1/4" COLUMN

HM FRAME & DOOR

HSS 4x4x1/4


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


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:



75TH AIR BASE WING


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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:



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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 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:



75TH AIR BASE WING


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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"


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


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


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:



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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:



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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:



75TH AIR BASE WING


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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:



75TH AIR BASE WING


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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


4 7/8"

5/8" GYPSUM BOARD


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.



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:



75TH AIR BASE WING


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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:



75TH AIR BASE WING


SHEET OF

1420

43

73

A-402

REN

OVA

TE S

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EW W

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KLO

AD B

850

INTE

RIO

R E

LEVA

T IO

NS

SOac

t

RIG

OBE

RTO

LE O

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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:



75TH AIR BASE WING


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:



75TH AIR BASE WING


SHEET OF

1420

43

73

A-602

REN

OVA

TE S

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AD B

850

SCH

E DU

L ES

SOac

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RIG

OBE

RTO

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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:



75TH AIR BASE WING


SHEET OF

1420

43

73

A-650

REN

OVA

TE S

OU

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N B

AY G

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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


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"


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"


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:



75TH AIR BASE WING


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

renovate southern bay g for new workload b … - title sheet and... · 45 hp-102 hydraulic power...

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