P17 IFC Architectural Plans.pdf

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183 MXS Corrosion Contamination Control Equipment
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W50S7U-22-Q-0003
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3'-0" 6"

2'-0" 1'-0"

1'-6"

7"

3"

WATER CLOSET

GRAB BAR

SANITARY

NAPKIN

DISPOSAL

TOILET TISSUE

DISPENSER

TOILET SEAT

COVER

DISPENSER

TYPICAL ACCESSIBLE WATER CLOSET BACK WALL TYPICAL ACCESSIBLE WATER CLOSET SIDE WALL

1'-4"

3' -4

LAVATORY

SOAP DISPENSER

MIRROR (ALIGN W/

LAVATORY

CENTERLINE UNO)

WALL MOUNTED LAVATORY

TO

S

PO

U

T 2'

-8

TO

S

PO

U

T 3'

-2

/2

ELECTRIC

WATER

COOLERS

SU

R

FA

C

E

3' -4

" M

AX

TO

R

EF

LE

C

TI

VE

1'-0" 3'-6"

3'-4"

3' -4

1'

-6

3"

FINISH FLOOR

FINISH FLOOR

DESCRIPTION MOUNTING HEIGHT

WATER CLOSET 15" AFF TO RIM

WATER CLOSET - ACCESSIBLE 17" AFF TO RIM

URINAL 24" AFF TO RIM

URINAL - ACCESSIBLE 17" AFF TO RIM

LAVATORY 34" AFF TO TOP

PAPER TOWEL DISPENSER 46" AFF TO BOTTOM/DISPENSER

SANITARY NAPKIN DISPOSAL 28" AFF TO TOP

TOILET PAPER DISPENSER 28" AFF TO TOP

GRAB BAR 34.5" AFF TO CENTER

ROBE HOOK/TOWEL BAR 60" AFF TO TOP

ROBE HOOK/TOWEL BAR -

ACCESSIBLE

48" AFF TO TOP

TOILET SEAT COVER DISPENSER 28" AFF TO TOP

TYPICAL ACCESSIBILITY, PLUMBING FIXTURE AND TOILET

ACCESSORY CLEARANCES, MOUNTING HEIGHTS AND DIMENSIONS

T.

O

. R

IM

2' -1

0" M

AX

TOILET ACCESSORY MOUNTING HEIGHT SCHEDULE

EDGE OF WALL

INSULATED PIPE

COVERING

WHERE

EXPOSED

MIN

1'-3"

MIN

1'-3"

PLUMBING FIXTURE

MINIMUM CLEARANCES

FLUSH VALVE

1- 1/

2" M

IN

ELECTRIC WATER COOLERS

ACCESSIBLE

STANDARD

5'-0" MIN CLR

HAND DRYER

BABY CHANGING STATION 48" AFF TO TOP

15" AFF TO BOTTOM

3' -4

COMBINATION

TOWEL

/ RECEPTACLE

PAPER TOWEL

DISPENSER/DISPOSAL

NOTE: ALL TOILET ACCESSORIES LISTED ABOVE MAY NOT BE IN CONTRACT.

MINIMUM CLEARANCE FOR STANDARD PLUMBING FIXTURE ACCESS

SHALL BE 15" TO CENTERLINE FROM BOTH SIDES ADJACENT WALL OR

OBSTRUCTION.

COAT HOOK 60" AFF TO TOP

COAT HOOK - ACCESSIBLE 48" AFF TO TOP

1/

2" M

IN MIN

1'-3"

MIN

1'-3"

PLUMBING FIXTURE

MINIMUM

CLEARANCES

PLUMBING FIXTURE

(URINAL AND WATER

CLOSET SIMILAR)

FLUSH VALVE

TYPICAL ACCESSIBLE URINAL MOUNTING

HEIGHT AND CLEARANCES

MIN

1'-3"

MIN

1'-3"1'-6 3/4"

6" 8"

1' -0

2' -3

1'-6 3/4"

AC

C

ES

SI

BL

E

2' -9

/2

ST

AN

D

AR

D

3' -4

NON-ADA

COMPLIANT

HEAD

ADA

COMPLIANT

WAND

GRAB BAR

FOLDING

BENCH

SHOWER

1' -6

3' -0

" M

AX

3' -1

0"

3' -0

" M

AX

TYPICAL ACCESSIBILITY

SIGNAGE MOUNTING HEIGHTS

TO

C

EN

TE

R O

F

SI

G N

5' -0

TYPICAL ACCESSIBILITY

SIGNAGE MOUNTING HEIGHTS

MAX

8"

TO

C

EN

TE

R O

F

SI

G N

5' -0

AD

J.

S H

EL

F

1' -3

" A

FF

AD

J.

S H

EL

F

4' -0

" A

FF

TO

H

O O

K

3' -1

0" A

FF

ACCESSIBLE

LOCKER

C U

R B

6"

STANDARD

LOCKER

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADAAG ADA ACCESSIBILITY GUIDELINES

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

CAB CABINET

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CTB CERAMIC TILE BASE

CFT CERAMIC FLOOR TILE

CWT CERAMIC WALL TILE

CTR CENTER

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DET DETAIL

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (OR) ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF EL FINISH FLOOR ELEVATION

FG FINISHED GRADE

FLR FLOOR

FLUOR FLUORESCENT

FR FIRE RESISTIVE

FT FOOT (OR) FEET

FURG FURRING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GEN GENERAL

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GL GLASS

GRD GRADE

GYP BD GYPSUM BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATING, &

AIR CONDITIONING

ICB INTEGRAL COVE BASE

ID INSIDE DIAMETER

INSUL INSULATE (OR) INSULATION

INT INTERIOR

JAN JANITOR

LAM LAMINATE

LAV LAVATORY

LIN LINEAR

LOC LOCATION

LTG LIGHTING

LVR LOUVER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PT PAINT (INTERIOR)

PVC POLYVINYL CHLORIDE

QTF QUARRY TILE FLOOR

QTB QUARRY TILE BASE

QTY QUANTITY

R RADIUS (OR) RISER

RB RESILIENT BASE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE (OR) REFRIGERATOR

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RM ROOM

RO ROUGH OPENING

SECT SECTION

SF SQUARE FOOT

SHTHG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION(S)

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASSIFICATION

STD STANDARD

STL STEEL

STRUCT STRUCTURAL (OR) STRUCTURE

T TREAD

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TD TOWEL DISPENSER

TO TOP OF

TOC TOP OF CONCRETE

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WALL HYDRANT (OR) WATER HEATER

XFMR TRANSFORMER

Y NOT USED

Z NOT USED

ARCHITECTURAL ABBREVIATIONS

GROUND FLOOR PLAN

SCALE:1/8"=1'-0"

A401

A - 101

DRAWING TYPES LEGEND

0- GENERAL INFORMATION

1 - PLANS (HORIZONTAL VIEWS)

2 - ELEVATIONS (VERTICAL VIEWS)

3 - SECTIONS (SECTIONAL VIEWS)

4 - ENLARGED VIEWS (PLANS, ELEVATIONS OR SECTIONS)

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

DISCIPLINE TYPE (ARCHITECTURE SHOWN)

DRAWING TYPE (PLAN, ELEVATION, ETC.)

SERIES/ FLOOR DESIGNATION

DETAIL CALLOUT

ENLARGED PLAN OR DETAIL

ON SHEET INDICATED

A201

INTERIOR ELEVATION CALLOUT

ARROWS INDICATE INTERIOR

ELEVATION ON SHEET

INDICATED

STRUCTURAL GRIDS

AS INDICATED ON

DRAWINGS

A

BUILDING SECTION CALLOUT

ARROWS INDICATE BUILDING

SECTION ON SHEET INDICATED

A301

SECTION CALLOUT

ARROW INDICATE WALL SECTION ON

SHEET INDICATED

A302

ROOM NAME

ROOM NAME & NUMBER SYMBOL

REFER TO ROOM FINISH SCHEDULE

101A

DOOR NUMBER SYMBOL

REFER TO DOOR SCHEDULE

DOOR NUMBER WITH *

INDICATES ACCESS CONTROL

HARDWARE

PARTITION TYPE SYMBOL

REFER TO PARTITION TYPES

GLAZING TYPE SYMBOL

REFER TO GLAZING TYPES

A

AL1

REVISION SYMBOL

REFER TO SHEET BORDER FOR

REVISION HISTORY

ELEVATION DATUM SYMBOL

INDICATES DATUM ELEVATION AS

INDICATED

Bottom Text Top Text

DISCIPLINE MODIFIER (ELEMENTS SHOWN)

ARCHITECTURAL SYMBOLS LEGEND

DRAWING TITLE

0 4' 8' 16'

1/8" = 1'-0"

NORTH ARROW AND SCALE

A301

EXTERIOR ELEVATION CALLOUT

ARROW INDICATE ELEVATION ON

SHEET INDICATED

A201

N

FLOOR LEVEL

KEYNOTE SYMBOL

INDICATES INFORMATION FOUND IN

KEYNOTES ON PLAN

3 DIGIT ROOM NUMERAL

LOCATED IN THE

BOTTOM RIGHT

SHEET CORNER

0 2' 4' 8'

1/4" = 1'-0"

FINISH

FLOOR

DECK

SCHEDULED

CLG8" CMU

A2

5/8" GYP BD

(BOTH SIDES)

FINISH

FLOOR

DECK

SLOTTED

DEFL TRACK

SCHEDULED

CLG

STEEL RUNNER

CHANNEL

BASE AS

SCHEDULED

6" STUDS

AT 16" OC

NON-RATED PARTITION AS

SHOWN

F1

NON-RATED PARTITION

AS SHOWN ABOVE

FINISHED FLOOR

BASE AS

SCHEDULED

6" M

IN

UNFACED

ACO BATTS

A3

NON-RATED PARTITION

AS SHOWN ABOVE WITH

GYP BD ONE SIDE ONLY

A4

NON-RATED PARTITION

AS SHOWN ABOVE WITH

2 1/2" STUDS AND GYP BD

ONE SIDE ONLY

NON-RATED PARTITION AS

SHOWN WITH MASONRY CELL

INSULATION

F2

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SCALE:NTS

PARTITION TYPES1

/0

7/

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/0 9/

Bi dd in g

R

FI

s

MEN

OFFICE

VEST.

CORR.

SHEET

METAL SHOP

#1

METALS

TECH. #2

METALS

TECH #1

MECHANICAL

107 WOMEN

A.G.E. #1

SHEET

METAL SHOP

#2

COMM.

CLOSET

342 SF B

1:150 3 1

538 SF S1

1:500 1 1

274 SF S1

1:500 1 1

6,385 SF S1

1:500 13 1

1,457 SF S1

1:500 3 1

446 SF S1

1:500 1 1

1,505 SF S1

1:500 3 1

35 SF S1

1:500 1 1

(91'-0")

(86'-0")

(51'-0")

(46'-0")

FUTURE GFGI

SANDING BOOTH

AND MEZZANINE

(N.I.C)

FUTURE GFGI

PAINT BOOTH

AND MEZZANINE

(N.I.C)

LIFE SAFETY LEGEND

(38'-0")

TRAVEL

DISTANCE

DENOTES

EXIT ROUTE

DENOTES

BUILDING EXIT

BREAK POINT

2,560 SF B

1:150 26 1

ROOM AREA

USE AND OCCUPANCY

CLASSIFICATION

REQUIRED EXITS

NUMBER OF OCCUPANTS

OCCUPANT LOAD FACTOR

PER UFC 3-600-01, TABLE 10-1

OCCUPANT LOAD NUMBER

AT EXIT COMPONENT

EXIT COMPONENT MAXIMUM

OCCUPANT CAPACITY NUMBER

MULTI-PURPOSE TYPE FIRE EXTINGUISHER -

WALL BRACKET

MOUNTED AT 48" AFF

PLUMBING FIXTURES

FIXTURE TYPE REQ. #

BUSINESS (B) - 3 OCCUPANTS

W.C. (MEN)

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

TOTALS (ROUND UP)

W.C. (MEN) 0.06+0.11 1

W.C. (WOMEN) UNISEX

LAV. (MEN)

LAV. (WOMEN) UNISEX

D.F. 1

SERVICE SINK

STORAGE AND MECHANICAL- [(S-1)] - 23 OCCUPANTS

W.C. (MEN) 1 PER 100 0.11

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

IBC 2018 TABLE 403.1

LOAD FACTOR (LF) (OCC/LF)

1 PER 100

1 PER 100

1 PER 100

(23/100)/2

1 PER 25 FOR FIRST(50) (3/25)/2 0.06

0.04

0.17≈

(3/40)/2 0.04

ACTUAL

CALC.

0.04+0.11 1

0.15≈

1 PER 25 FOR FIRST(50)

1 PER 40 FOR FIRST(80)

1 PER 40 FOR FIRST(80)

0.06+0.11 0.17≈

0.04+0.11 0.15≈

0.11 0.11 0.11

(3/40)/2 (3/25)/2 0.06

(23/100)/2 (23/100)/2 (23/100)/2

AE-301

AE-301

AE-301

AE-301

AE-301

AE-301

AE-301

AE-301

ENVELOPE 1

ENVELOPE 2

ENVELOPE 3

ENVELOPE 4

AE

-6

AE

-6

AE-501

LEGEND INDICATES PLANE OF

CONTINUOUS AIR BARRIER

AIR BARRIER SUMMARY

ENVELOPE SURFACE AREA

ENVELOPE 1

FLOOR AREA: =6,446 SF

WALL AREA: =7,562 SF

ROOF AREA: =7,000 SF

TOTAL: =21,008 SF

ENVELOPE 2

FLOOR AREA: =1,899 SF

WALL AREA: =2,995 SF

ROOF AREA: =2,100 SF

TOTAL: =6,994 SF

ENVELOPE 3

FLOOR AREA: =1,916 SF

WALL AREA: =2,948 SF

ROOF AREA: =2,000 SF

TOTAL: =6,864 SF

ENVELOPE 4

FLOOR AREA: =1,514 SF

WALL AREA: =1,691 SF

ROOF AREA: =1,646 SF

TOTAL: =4,851 SF

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SCALE: 1/8" = 1'-0"

1 CODE AND LIFE SAFETY PLAN

CODE SUMMARY

USE AND OCCUPANCY: (IBC 2015)

INDIVIDUAL CLASSIFICATION OF OCCUPANCY

BUSINESS: GROUP B (SECTION 304.1)

STORAGE: GROUP S-1 (SECTION 311.1)

PRELIMINARY CODE ANALYSIS BASED ON

NONSEPERATED MIXED USE OCCUPANCY USING THE

MOST RESTRICTIVE OCCUPANCY CLASSIFICATION S-1

(508.3.2)

OCCUPANCY GROUP(S) (NFPA 101-2018):

INDIVIDUAL CLASSIFICATION OF OCCUPANCIES:

BUSINESS (SECTION 6.1.11)

STORAGE- ORDINARY HAZARD (SECTION 6.1.13)

TYPE OF CONTRUCTION (IBC 2018 TABLE 601):

TYPE II-B WITH SPRINKLER SYSTEM

ALLOWABLE HEIGHT (IBC 2018):

55 FT PER TABLE 504.3

ACTUAL HEIGHT: 34 FT

ALLOWABLE AREA (IBC 2018):

PER SECTION 507.4 UNLIMITED AREA FOR ONE STORY

SPRINKLERED OF GROUP B AND S.

ACTUAL AREA: 12,433 GSF

*ACTUAL NUMBER OF OCCUPANTS WILL BE A TOTAL

OF 6.

SCALE: 1/8" = 1'-0"

2 CONTINUOUS AIR BARRIER PLAN

GENERAL NOTES

A. ACCORDING TO UFC 3-101-01 PARAGRAPH 3-6.3,

HANGAR BAYS AND MAINTENANCE BAY FACILITIES

REQUIRE AIR BARRIER INSPECTION ONLY.

CONTRACTOR SHALL NOTIFY CONTRACTING

OFFICER WHEN INSPECTION IS SCHEDULED.

B. THE CONTRACTOR SHALL REFERENCE WALL

SECTIONS AND DETAILS THAT GRAPHICALLY

INDICATE THE VISUAL PLANE OF THE INTENDED

CONTINUOUS AIR BARRIERS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL

INTENDED CONTINUOUS AIR BARRIERS ARE IN

PLACE PRIOR TO TESTING.

C. THE CONTRACTOR SHALL JOIN AND SEAL THE AIR

BARRIER MATERIAL OF EACH ASSEMBLY IN A

FLEXIBLE MANNER TO THE AIR BARRIER MATERIAL

OF ADJACENT ASSEMBLIES ALLOWING FOR THE

RELATIVE MOVEMENT OF THESE ASSEMBLIES AND

COMPONENTS.

D. THE CONTRACTOR SHALL MAKE ALL PENETRATIONS

AIRTIGHT INCLUDING INCIDENTAL OPENINGS AT OR

AROUND ELECTRICAL BOXES, CONDUIT, PLUMBING,

AND OTHER ASSEMBLIES.

0 4' 8' 16'

1/8" = 1'-0"

N

PLAN NORTH

/0

7/

Ad de nd um

AA

BB

CC

DD

EE

1 1 1

2,3

242526

28 29 30

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

AE

-6

AE

-6

'-0

AE-501

3'-0" 11'-0"

7 7

6' -4

6'

-5

2'-11 1/2"6'-4"

DEMOLITION LEGEND

ITEM TO BE DEMOLISHED

ITEM TO REMAIN

FLOOR SLAB TO BE DEMOLISHED

# INDICATES PHOTO REFERENCE ON

SHEETS AD-101, AD-102, AD-103

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SCALE: 1/8" = 1'-0"

1 DEMOLITION PLAN

GENERAL NOTES

SHEET KEYNOTES

0 4' 8' 16'

1/8" = 1'-0"

1. REMOVE CONCRETE SLAB ON GRADE IN AREAS

SHOWN HATCHED. REFER TO PLUMBING DRAWINGS

FOR UNDER SLAB PLUMBING DEMOLITION.

2. REMOVE HANGAR DOOR, HANGAR DOOR TRACK AND

ASSOCIATED OPERATING EQUIPMENT.

3. REMOVE EXISTING TRENCH DRAIN.

4. REMOVE AND SALVAGE EXISTING MEZZANINE.

REINSTALL IN ORIGINAL LOCATION, RECONFIGURE

AND PAINT.

5. REMOVE AND SALVAGE EXISTING PAINT BOOTH AND

TURN OVER IL ANG.

6. REMOVE ALL EXISTING CEILING TILES, GYP BD

CEILINGS, LIGHT FIXTURES, DIFFUSERS AND ANY

ITEM ATTACHED TO THE CEILING.

7. DEMO SLAB AT EMERGENCY EYEWASH/SHOWER.

A. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO ANY

FABRICATION OF MATERIAL.

B. NOT ALL DEMOLITION ITEMS ARE ON THE SHEETS,

CONTRACTOR MUST REVIEW ALL SHEETS IN ALL

DISCIPLINES TO LOCATE ALL DEMO ITEMS. FOR

CLARITY SOME DEMO ITEMS ARE IN DETAILS,

SECTIONS, PLANS, ELEVATIONS, ETC.

C. REMOVE ALL EXTERIOR WALL FINISHES DOWN TO

THE STRUCTURAL STEEL GIRTS AT ALL EXTERIOR

WALLS. WALLS SHOWN DASHED ARE INDICATED TO

BE DEMOLISHED. REFER TO SHEET AE-101 FOR NEW

WALL CONSTRUCTION.

D. REMOVE ALL STANDING SEAM METAL ROOF

ELEMENTS DOWN TO THE STRUCTURAL PURLIN.

E. REMOVE ALL EXISTING RESTROOM WATER CLOSETS,

URINALS, SINKS, ACCESSORIES AND ASSOCIATED

ELEMENTS.

F. REMOVE ALL EXISTING CEILING TILES, GYP BD

CEILINGS, LIGHT FIXTURES, DIFFUSERS AND ANY

ITEM ATTACHED TO THE CEILING.

G. GOVERNMENT WILL REMOVE ALL EXISTING UN-

ATTACHED EQUIPMENT, INCLUDING PLASTIC

WRAPPED DUST BOOTH STORED UNDER THE

EXISTING MEZZANINE.

H. EXISTING X-RAY MACHINE - GOVERNMENT TO

REMOVE. X-RAY WALLS AND LEAD LINER (FLOOR

WALLS, AND CEILING) TO BE REMOVED AND

RECYCLED BY CONTRACTOR.

I. DEMOLITION WASTE SHALL BE RECYCLED OR

DISPOSED OF IN ACCORDANCE WITH SPECIFICATION

SECTIONS 01 33 29 - SUSTAINABILITY REPORTING. 01

35 43 - ENVIRONMENTAL PROTECTION. AND 01 74 19 -

CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL. REFER TO SPECIFICATION SECTION 00 31

26 - EXISTING HAZARDOUS MATERIAL INFORMATION

FOR KNOWN HAZARDOUS MATERIALS.

J. REFER TO STRUCTURAL DETAILS ON SD-101 FOR

DEMOLITION DETAIL AT FOUNDATION WALL FOR NEW

DOOR OPENINGS.

1: REMOVE AND SALVAGE

EXISTING PAINT BOOTH

AND TURN OVER IL ANG.

REMOVE EXISTING

SECTIONAL DOOR AND

ACCESSORIES.

2: REMOVE AND

SALVAGE EXISTING

MEZZANINE. REINSTALL

IN ORIGINAL LOCATION,

RECONFIGURE AND

PAINT.

3: REMOVE AND SALVAGE EXISTING

MEZZANINE. REINSTALL IN ORIGINAL

LOCATION, RECONFIGURE AND PAINT.

4: REMOVE ALL EXISTING PIPING

AND CONDUITS ATTACHED TO

WALLS. ALL EXISTING HIGH BAY GAS

FIRED INFARED HEATERS TO BE

REMOVED AND REINSTALLED.

6: REMOVE EXISTING METAL

WALL PANEL SHOWN.

HEATING & AIR CONDITIONING SYSTEM:

A. THE EXISTING GAS-FIRED HEATERS LOCATED IN THE HANGAR BAY WILL REMAIN FOR

CONTINUED USE. THE REMAINING PIECES OF EXISTING EQUIPMENT INSTALLED

THROUGHOUT THE BUILDING INCLUDING HOT WATER HEATING SYSTEM BOILERS,

PUMPS, AND PIPING, HOT WATER FAN COIL UNITS, HOT WATER UNIT HEATERS, AIR

COOLED CONDENSING UNITS AND THE GAS-FIRED INFARED HEATER LOCATED IN THE

STORAGE BAY WEST OF THE CURRENT JOAP OFFICE WILL BE REMOVED.

N

5: GOVERNMENT TO REMOVE

EXISTING X-RAY MACHINE.

CONTRACTOR TO REMOVE LEAD

LINING IN FLOOR, WALLS AND CEILING.

RECYCLE LEAD LINING IF POSSIBLE.

5: STEAM/BOILER

FED UNIT HEATERS

TO BE REMOVED

5: REMOVE

EXISTING HOIST

BEAM

PLAN NORTH

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GENERAL NOTES

11: REMOVE ALL EXISTING

PIPING AND CONDUITS

ATTACHED TO WALLS.

9: REMOVE ALL EXISTING PIPING AND

CONDUITS ATTACHED TO WALLS AND CEILING.

12: REMOVE ALL EXISTING

AIR DUCTS.

7: REMOVE HANGAR DOOR, HANGAR

DOOR TRACK AND ASSOCIATED

OPERATING EQUIPMENT.

7: REMOVE ALL EXISTING PIPING AND

CONDUITS ATTACHED TO WALLS.

8: REMOVE ALL EXISTING AIR DUCTS

9: REMOVE ALL EXISTING

LIGHTING FIXTURES

9: REMOVE EXTERIOR WALL FINISHES

DOWN TO THE STRUCTURAL STEEL

GIRTS AT ALL EXTERIOR WALLS.

EXISTING CMU WALLS TO REMAIN.

9:REMOVE ALL STANDING SEAM

METAL ROOF ELEMENTS DOWN

TO STRUCTURE.

8: REMOVE ALL EXISTING

LIGHTING FIXTURES

11: REMOVE ALL EXISTING

INFARED HEATERS.

13: REMOVE

EXISTING EYEWASH

13. REMOVE AND SALVAGE EXISTING

MEZZANINE. REINSTALL IN ORIGINAL

LOCATION, RECONFIGURE AND PAINT.

14: REMOVE EXISTING

SECTIONAL DOOR AND ALL

ASSOCIATED COMPONENTS.

14: REMOVE ALL EXISTING

MECHANICAL EQUIP.

15: REMOVE ALL EXISTING PIPING

AND CONDUITS ATTACHED TO

WALLS AND CEILING.

15: REMOVE EXTERIOR WALL

FINISHES DOWN TO THE STRUCTURAL

STEEL GIRTS AT ALL EXTERIOR

WALLS. ALL EXISTING CMU WALLS TO

REMAIN.

15: SALVAGE EXISTING HOSE

REELS AND RETURN TO

GOVERNMENT.

16:REMOVE AND SALVAGE EXISTING

PAINT BOOTH AND TURN OVER IL ANG..

REMOVE EXISTING SECTIONAL DOOR AND

ACCESSORIES.

17: REMOVE ALL EXISTING

LIGHTING FIXTURES

17: STEAM/BOILER FED

UNIT HEATERS TO BE

REMOVED

17: REMOVE ALL EXISTING PIPING

AND CONDUITS ATTACHED TO

WALLS AND CEILING.

17: REMOVE EXISTING

SECTIONAL DOOR AND ALL

ASSOCIATED COMPONENTS.

18: REMOVE EXISTING DOOR

AND SLAB AS INDICATED ON

SHEET AD-101.

18: REMOVE EXISTING

EYEWASH.

18: REMOVE ALL

EXISTING EQUIPEMENT

MOUNTED ON WALLS

19: REMOVE EXISTING

DOOR, FRAME TO REMAIN.

19. REMOVE ALL EXISTING CEILING TILES, GYP

BD CEILINGS, LIGHT FIXTURES, DIFFUSERS

AND ANY ITEM ATTACHED TO THE CEILING.

19: CMU WALLS TO BE

REMOVED IN THIS AREA.

A. REFERENCE SHEET AD-101 FOR PHOTO LOCATION.

13: REMOVE ALL EXISTING PIPING

AND CONDUITS ATTACHED TO

WALLS AND CEILING.

10: EXISTING CRANE TO REMAIN

10: REMOVE ALL EXISTING LIGHTING

FIXTURES

8: ALL EXISTING HIGH BAY GAS

FIRED RADIANT HEATERS TO BE

REMOVED AND REINSTALLED.

12: ALL EXISTING HIGH BAY GAS

FIRED RADIANT HEATERS TO BE

REMOVED AND REINSTALLED.

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20: REMOVE EXISTING

BOILER AND CONNECTIONS

IN ITS ENTIRETY.

20: REMOVE ALL EXISTING CEILING TILES, GYP BD

CEILINGS, LIGHT FIXTURES, DIFFUSERS AND ANY

ITEM ATTACHED TO THE CEILING.

20: REMOVE ALL

EXISTING PIPING.

21: REMOVE EXISTING

EQUIPMENT MOUNTED ON THE

WALLS.

22: REMOVE EXISTING

DOOR, FRAME TO REMAIN.

23: REMOVE HANGAR DOOR

OPERATING EQUIPMENT.

24: REMOVE EXTERIOR

DOOR AND FRAME IN ITS

ENTIRETY

24: REMOVE MECHANICAL

EQUIPMENT.

24: REMOVE ALL EXTERIOR

EQUIPMENT.

24: REMOVE EXTERIOR WALL

FINISHES DOWN TO THE

STRUCTURAL STEEL GIRTS AT ALL

EXTERIOR WALLS. ALL EXISTING

CMU WALLS TO REMAIN.

25: REMOVE

MECHANICAL

EQUIPMENT.

25: REMOVE EXTERIOR WALL FINISHES DOWN TO THE STRUCTURAL STEEL

GIRTS AT ALL EXTERIOR WALLS. ALL EXISTING CMU WALLS TO REMAIN.

25: REMOVE EXTERIOR WALL FINISHES DOWN TO THE STRUCTURAL STEEL

GIRTS AT ALL EXTERIOR WALLS. ALL EXISTING CMU WALLS TO REMAIN.

25: REMOVE

EXTERIOR DOOR

AND FRAME IN ITS

ENTIRETY

26: REMOVE

MECHANICAL

EQUIPMENT

AND GAS

PIPING.

26: REMOVE

EXTERIOR DOOR

AND FRAME IN ITS

ENTIRETY

27: REMOVE ALL

EXTERIOR

WINDOWS.

28: REMOVE ALL

EXTERIOR DOORS,

HANGAR DOOR AND

WINDOWS.

29: REMOVE ALL

EXTERIOR WINDOWS.

29: REMOVE MECHANICAL

EQUIPMENT.

30: REMOVE

EXTERIOR DOORS

AND FRAMES IN

ITS ENTIRETY

30: REMOVE

MECHANICAL

EQUIPMENT.

31: REMOVE

MECHANICAL

EQUIPMENT

AND FENCE.

31: REMOVE

EXTERIOR DOOR,

FRAME TO

REMAIN.

32: REMOVE EXTERIOR

DOOR AND FRAME IN

ITS ENTIRETY

32: REMOVE EXISTING

SAND/PAINT BOOTH DUCT

WORK.

32: REMOVE EXTERIOR

WALL FINISHES DOWN

TO THE STRUCTURAL

STEEL GIRTS AT ALL

EXTERIOR WALLS.

GENERAL NOTES

A. REFERENCE SHEET AD-101 FOR PHOTO LOCATION.

23'-0"2'-4" 23'-0"25'-0"25'-0"

AA

BB

'-9

CC

DD

EE

4' -0

'-0

8' -0

'-0

4' -0

'-9

1' -5

3'

-0

'-9

5'

-8

'-0

9'

-4

1' -4

'-2

'-6

'-9

1' -5

AE-301

AE-301

NEW COLUMN FOR

2-TON JIB CRANE

AE-301

AE-301

AE-301

AE-301

MEN

105 WOMEN

OFFICE

VEST.

CORR.

SHEET

METAL SHOP

#1

METALS

TECH. #2

METALS

TECH #1

MECHANICAL

AE-301

AE-301

4SHEET

METAL SHOP

#2

A.G.E. #1

FUTURE GFGI

DUST COLLECTOR

STORAGE, NIC

FUTURE

GFGI SANDING

BOOTH AND

MEZZANINE,

NIC

AE-103

110A

F1

F1F1

F1

6' -0

F2

F2

107B

COMM.

CLOSET

F2

10'-0"2'-8"

A.2

A.8

B.1

B.6

C.1

C.5

C.9

D.2

D.8

0.9

0.9

0.8

0.8

C.6

C.3

B.9

B.5

1.1

1.1

FUTURE GFGI

MECHANICAL DX

UNIT, NIC

FUTURE

GFGI PAINT

BOOTH AND

MEZZANINE,

NIC

EXISTING

MEZZANINE

F1

102A104A

105A 103A

SINK

101A

2'-4"23'-0"25'-0"25'-0"23'-0"2'-4"

AE

-2

5' -0

6'-0"

1' -5

110E

110D

110B 110C

W2

W2

107A

108A

'-2

'-2

W2 W2

14'-1 1/2" 8'-10 1/2" 2'-1 1/2" 22'-10 1/2" 10 1/2" 10'-4" 13'-9 1/2" 1'-8 1/2" 5'-4" 15'-11 1/2"

102B

100C

100D

W3 W3 W1 W1

100A

100F

AE

-6

10'-11"3'-0"15'-3"6"3'-4"23'-0"25'-0"25'-0"23'-0"

2'-4"13'-11"15'-9"

18'-8"9'-8 3/8"13'-3 5/8"

8' -2

'-0

'-2

3'-0"

109A

6' -2

108B

EMERGENCY

EYEWASH, TYP.

AE-501

RECYCLE

RECEPTACLE

RECYCLE

RECEPTACLE

RECYCLE

RECEPTACLE

RECYCLE

RECEPTACLE

RECYCLE

RECEPTACLE

DEMOLITION LEGEND

ITEM TO REMAIN

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SCALE: 1/8" = 1'-0"

1 FLOOR PLAN

GENERAL NOTES

0 4' 8' 16'

1/8" = 1'-0"

A. CONTRACTOR TO PROTECT FROM DAMAGE ALL

EXISTING CONSTRUCTION TO REMAIN.

B. CONSTRUCTION SHALL MEET ALL APPLICABLE

NATIONAL, STATE & BUILDING CODES, LATEST

EDITION.

C. ANY CHANGES IN THE CONSTRUCTION FROM THE

ORIGINAL PLANS & SPECIFICATIONS SHALL BE

APPROVED BY GOVERNMENT, NOTED AND INITIALED

IN RED PENCIL ON A SET LOCATED IN THE

CONSTRUCTION OFFICE. ALL MAJOR

SUBCONTRACTORS SHALL ALSO DOCUMENT

CHANGES IN RED PENCIL & SUBMIT TO THE

CONTRACTOR AT THE COMPLETION OF THE WORK

FOR PREPERATION OF AS-BUILT CONTRUCTION

PLANS.

D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION FOR CONCRETE SLAB REPLACEMENT.

N

PLAN NORTH

AA

BB

CC

DD

EE

AE-301

AE-301

AE-301

AE-301

AE-301

AE-301

AE-301

AE-301

1"

1' -0

1"

1'

-0

1 1

11 1

A.2

A.8

B.1

B.6

C.1

C.5

C.9

D.2

D.8

0.9

0.9

0.8

0.8

C.6

C.3

B.9

B.5

1.1

1.1

3 2 4

1"

1' -0

1"

1'

-0

1"

1' -0

1"

1'

-0

3'-11 1/2" 4"

3'-11 1/2" 4"

7 7 7 7

7 7

AE-501

AE-502

AE-501

AE-502

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SCALE: 1/8" = 1'-0"

1 ROOF PLAN

0 4' 8' 16'

1/8" = 1'-0"

GENERAL NOTES

SHEET KEYNOTES

A. PLANS, ELEVATIONS, DETAILS DO NOT SHOW ALL

CONDITIONS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VISIT THE SITE AND BECOME

FAMILIAR WITH ALL OF THE EXISTING CONDITIONS.

B. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

CONTRACTING OFFICERS TECHNICAL

REPRESENTATIVE.

C. CONTRACTOR TO FIELD VERIFY ALL QUANTITIES,

SIZES, DIMENSIONS, CONDITIONS AND LOCATIONS

OF WORK AND MATERIAL.

D. ALL EXISTING ROOF PURLINS TO REMAIN. REMOVE

EXISTING ROOF PANELS AND INSULATION.

1. NEW STANDING SEAM METAL ROOF.

2. NEW METAL GUTTER, 8"X8".

3. NEW EAVE TRIM.

4. SNOWGUARD SYSTEM.

5. RIDGE FLASHING.

6. AIR INTAKE HOOD, REF MECHANICAL SHEET V-201.

7. NEW METAL DOWNSPOUT.

8. 2" BUILDING EXPANSION JOINT.

N

PLAN NORTH

3 4 5

D

E

AE-301

AE-301

MEN

105 WOMEN

VEST.

CORR.

OFFICE

101AE

-4

F1 F1 F1

103A

105A

104A 102A

A2

A3

F1

A2

A3

A3

A2

A2

A3

10 3

AE

-4

AE

-4

16 17

4' -0

2'-4"17'-0 1/2"3'-4"1'-8 1/2"7 1/2"14'-2"2'-5"7'-9 1/2"4'-5"1'-11"

101A

A2

A2 1'-3"

7 1/2"

2'-3"

5'-5"

1' -3

/8

3'

-4

4' -5

1' -6

1' -1

0"

W1 W1 W3W3

102B

A4

9' -6

1' -0

1'-4" 2'-0"

1' -0

'-2

/2

"18

7 6

3 4 5

D

E

OFFICE

VEST.

CORR.

WOMEN

MEN

109'-0"

109'-0"

109'-0"

109'-0"

109'-0"

AE-502

TYPICAL CEILING LEGEND

2' x 2' CEILING GRID

GYP BD CEILING

2' x 4' FLUORESCENT FIXTURE - EMERGENCY

1' x 4' FLUORESCENT FIXTURE

RECESSED DOWNLIGHT

EXIT SIGNS

WALL MTD EXTERIOR LIGHT

SUPPLY AIR DIFFUSERS

RETURN AIR GRILLES

1' x 4' FLUORESCENT FIXTURE - EMERGENCY

2' x 4' FLUORESCENT FIXTURE

2' x 4' FLUORESCENT FIXTURE - CLG MTD

1' x 4' FLUORESCENT FIXTURE - SUSPENDED

WALL MTD EXTERIOR LIGHT - EMERGENCY

RECESSED DOWNLIGHT - EMERGENCY

ACCESS DOORS

4' FLUORESCENT FIXTURE - STRIP

DEMOLITION LEGEND

ITEM TO REMAIN

D

1/ 2"

1'

-0

AE-103

C.9

8" CMU, GROUT

AND FILL WALL

WITH INSULATION

EDGE ANGLE

1 1/2" METAL DECK

5" RIGID INSULATION

(R-25 MIN.)

GRAVEL STOP

ROOF MEMBRANE

1/2" COVER BOARD

1/2" SUBSTRATE

BOARD

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SHEET KEYNOTES

GENERAL NOTES

2' 6'4'0

3/8" = 1'-0"

SCALE: 3/8" = 1'-0"

1 ENLARGED FLOOR PLAN

SCALE: 3/8" = 1'-0"

2 ENLARGED REFLECTED CEILING PLAN

A. ALL CEILING HEIGHTS ARE RELATIVE TO FINISH

FLOOR ELEVATION.

B. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO ANY

FABRICATION OF MATERIAL. REFER TO AS-BUILT

DRAWINGS IF AVAILABLE.

C. INTERIOR DIMENSIONS ARE FACE OF CMU.

1. LAVATORY, ADA.

2. MIRROR.

3. ADA WATER CLOSET.

4. ADA URINAL.

5. GRAB BARS - 36" BACK WALL, 42" SIDE WALL, 18"

SIDE WALL VERTICAL.

6. SEAT COVER DISPENSER.

7. TOILET TISSUE DISPENSER.

8. SANITARY NAPKIN DISPOSAL.

9. ELECTRIC WATER COOLER. (GFGI)

10. TOILET PARTITION, TYP.

11. SURFACE MOUNTED PAPER TOWEL DISPENSER.

12. DESK 60" X 30". (GFGI)

13. SURFACE MOUNTED SOAP DISPENSER.

14. 30X48 ADA CLEARANCE.

15. 5'-0" TURN AROUND CLEARANCE.

16. ADA BENCH.

17. 16" X 16" LOCKERS (10 TOTAL).

18. FOLDABLE ADA ACCESSIBLE SHOWER BENCH.

19. SHOWER CURTAIN AND ROD.

20. SHOWER HEAD AND CONTROL VALVE.

21. "L" SHAPED GRAB BAR.

22. CONTINUOUS FLOOR DRAIN.

23. URINAL SCREEN.

24. LAVATORY.

25. ADA COMPLIANT KITCHEN SINK

26. MILLWORK.

27. RECYCLE BIN. (GFGI)

28. WASTE RECEPTACLE, INSTALLED BELOW PAPER

TOWEL DISPENSER WITH THE BOTTOM OF THE

WASTE RECEPTACLE MOUNTED AT 12" AFF.

N

SCALE: 3/8" = 1'-0"

3 ENLARGED REFLECTED CEILING PLAN

SCALE: 1" = 1'-0"

4 SECTION DETAIL

PLAN NORTH 0 6" 1' 2'

1" = 1'-0"

/0

7/

Ad de nd um

AA

BB

CC

DD

EE

A.2

A.8

B.1

B.6

C.1

C.5

C.9

D.2

D.8

0.9

0.9

0.8

0.8

C.6

C.3

B.9

B.5

1.1

1.1

FUTURE GFGI

DUST COLLECTOR

STORAGE, NIC

FUTURE GFGI

MECHANICAL

DX UNIT, NIC

EXISTING

MEZZANINE

FUTURE GFGI

SANDING BOOTH

AND MEZZANINE, NIC

FUTURE GFGI PAINT BOOTH

AND MEZZANINE, NIC

SHEET METAL

SHOP #2

METALS TECH

#3

A.G.E. #2

SHEET METAL

SHOP #1

METALS TECH

#2

METALS TECH

#1

A.G.E. #1EMERGENCY

EYEWASH, TYP.

AE-501

EXISTING HOIST

BEAM TO REMAIN

(RE: STRUCT)

JIB CRANE

(RE: STRUCT).

NEW HOIST BEAM

(RE: STRUCT)

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SCALE: 1/8" = 1'-0"

1 EQUIPMENT FLOOR PLAN

0 4' 8' 16'

1/8" = 1'-0"

N

NOTE:

EQUIPMENT SHOWN ON THIS SHEET, SPECIALTY EQUIPMENT SCHEDULE 1 & 2, IS GOVERNMENT FURNISHED - GOVERNMENT INSTALLED, EXCEPTING DESIGNATED HOIST BEAMS/ HOISTS AND JIB CRANE, AND EMERGENCY EYEWASH STATIONS WHICH ARE CONTRACTOR FURNISHED - CONTRACTOR INSTALLED. SPECIALTY EQUIPMENT SCHEDULES ARE SHOWN FOR INFORMATION ONLY REGARDING POWER AND COMPRESSED AIR REQUIREMENTS COORDINATION.

Specialty Equipment Schedule - 1

NUMBER Description LENGTH DEPTH HEIGHT

1 8FT SHEARER 10'-0" 7'-0" 4'-0"

2 ASM METAL RACK 6'-0" 9'-0" 5'-0"

3 POWER SHEARER 10'-0" 13'-0" 4'-0"

4 10FT BRAKE 12'-0" 6'-0" 4'-0"

5 BOX AND PAN 10'-0" 5'-3" 5'-6"

6 TUBE FLARER 2'-0" 2'-0" 3'-6"

7 SANDER 2'-2" 1'-8" 2'-0"

8 STAKE TABLE 3'-8" 1'-2" 3'-6"

9 ROTEX PUNCH 3'-8" 1'-2" 3'-6"

10 SCROLL SHEARER 2'-4" 2'-3" 3'-6"

11 SHRINKER STRETCHER 1'-7" 2'-6" 3'-0"

12 SLIP ROLLER 6'-0" 2'-4" 3'-0"

13 3FT BRAKE 4'-0" 3'-9" 4'-0"

14 PAINT GUN CLEANING

CABINET

3'-8" 2'-3" 3'-6"

15 BAR FOLDER 3'-9" 2'-3" 3'-6"

16 PRODUCTION TUBE BENDER 13'-6" 2'-10" 3'-6"

17 TRINCO BLAST CABINET 4'-0" 5'-0" 4'-0"

18 BLAST MEDIA CABINET 5'-5" 4'-1" 6'-4"

19 PAINT ASM SHAKER 2'-1" 2'-1" 2'-6"

20 CLAYTON 1'-10" 3'-7" 3'-6"

23 FLAMMABLE STORAGE

CABINET

3'-8" 1'-9" 3'-10"

24 FLAMMABLE STORAGE

CABINET

3'-8" 1'-9" 3'-10"

25 WORKBENCH WITH TOOL

DRAWERS

6'-1" 2'-7" 3'-0"

26 WORKBENCH WITH TOOL

DRAWERS

6'-1" 2'-7" 3'-0"

27 PEDESTAL GRINDER 3'-2" 1'-10" 3'-6"

28 PEDESTAL GRINDER 2'-1" 1'-6" 3'-6"

29 HONING MACHINE 4'-3" 5'-0" 5'-4"

30 HONING TOOL CABINET 3'-1" 4'-7" 5'-10"

31 HAAS MILL 8'-4" 9'-4" 9'-0"

32 HEAT TREAT OVEN 7'-6" 6'-2" 8'-11"

33 HARDNESS TESTER 3'-0" 1'-6" 5'-0"

34 HYDRAULIC PRESS 5'-0" 3'-1" 6'-5"

35 QUENCH TANK 3'-0" 2'-0" 2'-0"

36 FIXTURE CART 2'-7" 1'-7" 2'-6"

37 CART WITH GRANITE

SURFACE PLATE

1'-8" 2'-2" 2'-10"

38 FLOOR VISE 3'-6" 3'-0" 3'-6"

39 BAND SAW 5'-0" 4'-0" 6'-6"

40 SHOP STOCK CABINET 2'-6" 2'-6" 5'-0"

41 SHOP STOCK CABINET 2'-6" 2'-6" 5'-0"

42 SHOP STOCK CABINET 2'-6" 2'-6" 5'-6"

43 SHOP STOCK CABINET 2'-6" 2'-6" 5'-6"

44 SURFACE GRINDER 4'-5" 3'-10" 6'-8"

45 MILLING MACHINE 5'-0" 5'-0" 7'-8"

46 OMEGA ENGINE LATHE 9'-0" 4'-0" 6'-0"

47 CLAUSING ENGINE LATHE 7'-0" 3'-6" 4'-6"

48 CNC-OMEGA LATHE 12'-0" 7'-0" 4'-6"

49 MILL MACHINE TOOL CART 3'-3" 2'-2" 4'-6"

50 LOCAL MAN CART 3'-0" 1'-6" 4'-6"

51 VINYL SUPPLY LOCKER 3'-0" 1'-6" 4'-6"

52 DRAFTING TABLE WITH

COMPUTER

5'-0" 3'-0" 3'-6"

53 SIGN STOCK CABINET 5'-0" 2'-1" 3'-6"

54 TRANSFER PAPER TABLE 5'-10" 2'-4" 3'-0"

56 PLOTTER/CUTTER (VINYL) 4'-3" 2'-6" 3'-8"

57 LASER NO. 1 5'-0" 2'-7" 2'-6"

58 LASER NO. 2 3'-0" 2'-6" 2'-6"

59 PPE LOCKER 3'-6" 2'-0" 3'-6"

60 ROSSFELD BENDER 5'-0" 4'-0" 3'-6"

61 LOCKER-TOOLING FOR

ROSSFELD

3'-0" 1'-6" 6'-0"

62 HYPERTHERM WELDER 3'-5" 1'-7" 3'-0"

63 OXY/ACET WELD CART 2'-8" 2'-2" 3'-6"

64 SHOP STOCK BIN 5'-0" 2'-6" 4'-3"

65 SHOP STOCK BIN 3'-9" 2'-5" 4'-6"

66 CKT CBMT00012 2'-6" 2'-8" 3'-6"

67 CKT CBMT00013 3'-10" 2'-6" 3'-6"

68 DRILL PRESS 2'-0" 3'-1" 5'-0"

69 PEDESTAL VICE 3'-0" 3'-6" 3'-0"

70 SANDER 2'-0" 3'-5" 3'-6"

71 RECIPROCATING BAND SAW 6'-0" 4'-0" 3'-7"

72 KMT CUT OFF SAW WITH

ROLLER TABLE

7'-6" 4'-0" 3'-6"

73 IRON WORKER 5'-5" 6'-4" 3'-6"

74 IRON WORKER 1'-8" 2'-5" 3'-6"

75 METAL CUTTING TABLE

(TORCH) WITH OVERHEAD

VEBT

2'-1" 3'-3" 2'-10"

76 GRIND/WELD TABLE WITH

OVERHEAD VENTILATION

3'-1" 4'-2" 2'-10"

77 DOWN DRAFT WELD

TABLE-DUCTS INTO

OVERHEAD VENT

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

78 WELDER WITH TWO (2)

COMPRESSED TANKS

3'-0" 4'-0" 5'-9"

79 WELDER WITH TWO (2)

COMPRESSED TANKS

2'-0" 3'-7" 5'-9"

80 MOBILE SAFETY CURTAIN

FOR WELDING

6'-0" 1'-6" 6'-7"

81 WELD TABLE 4'-0" 8'-0" 3'-0"

82 MOBILE SAFETY CURTAIN

FOR WELDING

6'-0" 1'-6" 6'-7"

83 WELDER WITH TWO (2)

COMPRESSED TANKS

3'-0" 4'-0" 5'-9"

84 CTK 3'-4" 4'-0" 3'-6"

85 TANK STORAGE 3'-0" 4'-0" 4'-6"

18a PMB CABINET/RECLAIMER 6'-3" 4'-7" 5'-10" 18b PMB CABINET/RECLAIMER 6'-3" 4'-7" 5'-10"

55 TABLE FOR DECAL STENCIL

WORK

7'-0" 4'-0" 2'-6"

Specialty Equipment Schedule - 2

NUMBER Description LENGTH DEPTH HEIGHT

86 STEEL RACK 10'-0" 1'-6" 4'-0"

87 STEEL RACK 10'-0" 4'-0" 5'-4"

88 STEEL RACK 10'-0" 4'-0" 5'-4"

90 SHOP STOCK BIN 1'-7" 3'-0" 8'-0"

91 SUPPORT EQUIPMENT BIN 5'-8" 3'-0" 5'-8"

92 EQUIPMENT CABINET 4'-9" 2'-5" 5'-6"

93 OPERATING STOCK BIN 2'-6" 2'-5" 5'-6"

95 ROLLER RACK FOR

ABSORBENT MAT (WALL

MOUNTED)

3'-7" 1'-10" 2'-6"

96 MOBILITY 1/2 BIN 7'-0" 3'-6" 3'-4"

97 WORK BENCH 10'-0" 2'-6" 2'-10"

98 WORK BENCH 10'-0" 2'-6" 2'-10"

99 WORK BENCH 10'-0" 2'-6" 2'-10"

101 ELECTRICAL SYSTEM

ANALYZER

1'-8" 2'-0" 4'-0"

100 OVERHEAD CRANE 10'-0" 1'-0" 1'-0"

102 MOBILE BATTERY CHARGER 2'-6" 1'-1" 3'-0"

103 LOAD BANKS (2) 2'-8" 4'-6" 2'-6"

104 RAG BINS (2) 2'-0" 4'-0" 2'-6"

106 CORROSIVE STORAGE

LOCKER

3'-8" 1'-9" 3'-10"

107 FLAMMABLE STORAGE

LOCKER

3'-8" 1'-9" 3'-10"

108 FLAMMABLE STORAGE

LOCKER

3'-8" 1'-9" 3'-10"

109 USED OIL STATION 3'-4" 2'-1" 5'-4"

110 USED OIL RECOVERY

STATION

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

111 TOOL BOX 4'-9" 2'-4" 3'-5"

112 TOOL BOX 4'-9" 2'-4" 3'-5"

113 TOOL BOX 4'-9" 2'-4" 3'-5"

114 SHOP VAC 1'-10" 2'-2" 3'-1"

115 FLOOR JACK 4'-4" 1'-2" 4'-9"

116 FLOOR JACK 4'-4" 1'-2" 4'-9"

117 RACK FOR FLOOR JACKS

(16 JACKS)

4'-0" 2'-4" 4'-5"

118 TRUCK DOLLY 1'-9" 1'-9" 4'-2"

119 DRAIN PANS 2'-5" 1'-5" 3'-0"

120 OIL FILTER PRESS 2'-0" 2'-10" 8'-0"

121 SPILL MGT. KIT WALL

MOUNTED W/2-30G.

BARRELS

3'-0" 5'-0" 4'-0"

122 EPU-6 4'-0" 4'-0" 5'-4"

123 ENGINE MAINT. STAND 5'-0" 5'-0" 4'-0"

125 HOSE REEL 1'-0" 3'-0" 3'-0"

126 HOSE REEL 1'-0" 3'-0" 3'-0"

127 HOSE REEL 1'-0" 3'-0" 3'-0"

128 ZEP TANK W/ EYEWASH

AND EXHAUST FAN (NO

FLOOR DRAIN)

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

129 ASM FLAM. LOCKER (PAINT) 3'-8" 1'-8" 5'-0"

130 ASM STORAGE LOCKER

(SHOP STOCK)

4'-0" 2'-5" 3'-6"

131 CTK 01 3'-0" 2'-1" 3'-0"

132 ASM EQUIPMENT CABINET 5'-0" 2'-4" 3'-6"

133 WORK TABLE WITH VISE 5'-0" 2'-6" 3'-6"

134 FELT TOP TABLE 5'-0" 2'-6" 3'-6"

135 FELT TOP TABLE 5'-0" 2'-6" 3'-6"

136 FIVE LEVEL LOCKER 3'-0" 1'-6" 5'-6"

137 SHOP STOCK (P-12) 3'-0" 1'-6" 5'-6"

138 SCRAP BARRELS (2) 55G.

DRUMS

4'-0" 2'-0" 4'-0"

139 ASM SCRAP TABLE 2'-7" 1'-5" 3'-6"

140 ASM TRASH CAN 2'-0" 2'-0" 4'-0"

141 BARRIER MATERIALS 4'-6" 2'-0" 4'-0"

142 ASM CABINET (SHOP

STOCK)

5'-0" 2'-5" 4'-6"

143 ASM EQUIP. CABINET 3'-9" 2'-4" 4'-6"

144 ASM EQUIP. CABINET 3'-9" 2'-4" 3'-6"

145 CORROSIVE LOCKER 2'-8" 1'-10" 3'-6"

146 ASM RESPIRATOR CABINET 2'-6" 1'-1" 3'-6"

147 ASM RESPIRATOR CABINET 2'-6" 1'-1" 3'-6"

148 S/M SAP (WALL MOUNTED

SIGN)

2'-9" 2'-0" 6'-0"

149 S/M TOOL BOX ON TABLE 2'-0" 10" 6'-0"

150 PPE LOCKER 2'-2" 1'-6" 5'-0"

151 ASM TOOL BOX 5'-0" 2'-2" 4'-0"

152 CTK 09 3'-0" 2'-1" 3'-6"

153 CTK 09 3'-0" 2'-1" 3'-6"

154 SM 08 2'-5" 1'-10" 3'-6"

155 ASM SHOP STOCK LOCKER 4'-0" 2'-0" 5'-0"

156 ASM BENCH STOCK

CABINET

4'-0" 2'-4" 5'-6"

157 SHOP STOCK CABINET

(P-17)

3'-0" 2'-0" 7'-0"

158 ASM HAZ. WASTE BARREL

(55G. DRUM)

2'-6" 2'-6" 4'-0"

159 ASM HAZ. WASTE (PAINT)

LOCKER W/CONTAINMENT

2'-7" 2'-7" 5'-0"

160 ASM HAZ. WASTE (PAINT)

LOCKER W/CONTAINMENT

3'-8" 1'-6" 5'-0"

161 ASM DIRTY RAG BARREL 1'-7" 1'-7" 2'-0"

162 ASM DIRTY RAG BARREL 1'-7" 1'-7" 2'-0"

163 ASM FLAMMABLE LOCKER 3'-1" 2'-1" 6'-0"

164 ASM FLAMMABLE LOCKER 3'-1" 2'-1" 6'-0"

165 PAINT BOOTH TABLE 6'-0" 2'-0" 3'-0"

166 PAINT BOOTH TABLE 4'-0" 2'-0" 3'-0"

168 ASM PAPER MASK (WALL

MTD.)

2'-1" 1'-1" 1'-0"

169 ASM PAPER BARRIER (WALL

MTD.)

2'-1" 1'-1" 1'-0"

170 SUPPLIED AIR RESP. PUMP 2'-2" 1'-2" 1'-0"

171 SUPPLIED AIR RESP. PUMP 2'-2" 1'-2" 1'-0"

133A WORK TABLE WITH VISE 5'-0" 2'-6" 3'-6"

PLAN NORTH

/0

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Bi dd in g R

FI

GROUND FLOOR

100'-0"

LOW ROOF

115'-0"

HIGH ROOF

130'-6"

12345678

AE-301

AE-301

METAL WALL PANEL

TRANSLUCENT WALL PANEL

PREFINISHED METAL GUTTER, 8"X8"

STANDING SEAM METAL ROOF

PREFINISHED METAL GUTTER, 8"X8"

EIFS CONTROL JOINT

STANDING SEAM

METAL ROOF

EIFS

PREFINISHED METAL

GUTTER, 8"X8"

STANDING SEAM METAL ROOF

EIFS

6' -0

0.9 0.81.1

W4 W4 W4 W4

W2W2 W3W3

W1W1

EIFS CONTROL JOINT

PREFINISHED METAL DOWNSPOUT

MECHANICAL LOUVERS

MECHANICAL

LOUVER

PREFINISHED METAL DOWNSPOUT

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

DOWNSPOUT

EXTERIOR CANOPY

SNOWGUARD

SNOWGUARD

SNOWGUARD

2" BUILDING

EXPANSION JOINT

AE-502

AE-501

3MECHANICAL

LOUVER

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

ABCDE

AE-301

AE-301

AE-301

AE-301

METAL WALL PANEL

STANDING SEAM

METAL ROOF

TRANSLUCENT WALL PANEL

CAST IN PLACE CONCRETE

WITH EIFS COAT

METAL WALL PANEL

NEW STANDING

SEAM METAL ROOF

CAST IN PLACE CONCRETE

WITH EIFS COAT

A.2A.8B.1B.6C.1C.5C.9D.2D.8 C.6 C.3 B.9 B.5

107A

'-0

W5 W5W5 W5W5W5 W5 W5 W5 W5 W5

W7W7 W7W6

EXTERIOR

CANOPY

EXTERIOR CANOPY

STANDING SEAM METAL

ROOF

PREFINISHED

METAL GUTTER,

8"X8"

PREFINISHED

METAL

DOWNSPOUT

PREFINISHED METAL DOWNSPOUT

PREFINISHED METAL GUTTER, 8"X8"

PREFINISHED METAL

GUTTER, 8"X8"

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

GUTTER, 8"X8"

PREFINISHED

METAL DOWNSPOUT

EIFS

EIFS

FIELD VERIFY

24'-0"

FIELD VERIFY

12'-0"

FIELD VERIFY

24'-0"

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

A B C D E

AE-301

AE-301

METAL WALL PANEL

EIFS CONTROL JOINTEIFS

STANDING SEAM

METAL ROOF

STANDING SEAM METAL

ROOF

A.2 A.8 B.1 B.6 C.1 C.5 C.9 D.2 D.8C.6C.3B.9B.5

W2W2

EIFS

EIFS CONTROL JOINT

PREFINISHED METAL DOWNSPOUT

PREFINISHED METAL GUTTER, 8"X8"

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

GUTTER, 8"X8"

PREFINISHED METAL

GUTTER, 8"X8"

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL DOWNSPOUT

AE-501

PREFINISHED

METAL GUTTER,

8"X8"

STANDING SEAM

METAL ROOF

6'X6' INSULATED METAL KNOCKOUT PANEL

AE-502

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

1 2 3 4 5 6 7 8

AE-301

AE-301

AE-301

STANDING SEAM

METAL ROOF

EIFS

PREFINISHED METAL

GUTTER, 8"X8"

METAL WALL PANEL

EIFS CONTROL JOINT

STANDING SEAM

METAL ROOF

PREFINISHED METAL

GUTTER, 8"X8"

EIFS

TRANSLUCENT

WALL PANEL

0.90.8 1.1

W4W4W4 W4

EIFS CONTROL JOINT

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

DOWNSPOUT

EXTERIOR CANOPY

MECHANICAL LOUVERS

PREFINISHED METAL

DOWNSPOUT

SNOWGUARD

SNOWGUARD

SNOWGUARD

2" BUILDING

EXPANSION JOINT

AE-501

W2 W2 W2 W2 W2 W2 W2

MECHANICAL

LOUVER

MECHANICAL

LOUVER

MECHANICAL

LOUVER

MECHANICAL LOUVER

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SCALE: 1/8" = 1'-0"

3 NORTH ELEVATION

SCALE: 1/8" = 1'-0"

1 WEST ELEVATION

SCALE: 1/8" = 1'-0"

2 EAST ELEVATION

SCALE: 1/8" = 1'-0"

4 SOUTH ELEVATION

0 4' 8' 16'

1/8" = 1'-0"

HIGH ROOF

130'-6"

A B C D E

AE-301

AE-301

AE-301

AE-301

AE-311

AE-310

1" / 1'-0"1" / 1'-0"

A.2 A.8 B.1 B.6 C.1 C.5 C.9 D.2 D.8C.6C.3B.9B.5

NEW COLUMN FOR

2-TON JIB CRANE

STANDING SEAM

METAL ROOF

STANDING SEAM

METAL ROOF

ENVELOPE 1

ENVELOPE 2 ENVELOPE 3

AE-311

AE-311 SERVICE MEZZANINE

AE-501

EIFS

EIFS

INSULATED METAL

WALL PANEL

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

12345678

AE-301

AE-301

AE-310

AE-310

AE-311

0.9 0.81.1

STANDING SEAM

METAL ROOF

STANDING SEAM

METAL ROOF

ENVELOPE 1

ENVELOPE 4

INSULATED METAL

WALL PANEL

EIFS

CANOPY

INSULATED METAL

WALL PANEL

TRANSLUCENT

WALL PANEL

EIFS ON CAST IN

PLACE CONCRETE

4"

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

A B C

AE-301

AE-311

A.2 A.8 B.1 B.6 C.1B.9B.5

STANDING SEAM

METAL ROOF

ENVELOPE 4

INSULATED METAL

WALL PANEL

AE-501

RIGID FRAME

EIFS

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

1 2 3 4 5 6

AE-301

AE-311

0.90.8 1.1

STANDING SEAM

METAL ROOF

AE-310

TRANSLUCENT WALL

PANEL

OVERHEAD

COILING DOOR

INSULATED METAL

WALL PANEL

INSULATED METAL

WALL PANEL

ENVELOPE 1

4"

AE-502

AE-501

LEGEND INDICATES PLANE OF

CONTINUOUS AIR BARRIER

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AA

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0 4' 8' 16'

1/8" = 1'-0"

GENERAL NOTES

SCALE: 1/8" = 1'-0"

1 BUILDING SECTION

SCALE: 1/8" = 1'-0"

2 BUILDING SECTION

SCALE: 1/8" = 1'-0"

3 BUILDING SECTION

SCALE: 1/8" = 1'-0"

4 BUILDING SECTION

A. ACCORDING TO UFC 3-101-01 PARAGRAPH 3-6.3,

HANGAR BAYS AND MAINTENANCE BAY FACILITIES

REQUIRE AIR BARRIER INSPECTION ONLY.

CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER

WHEN INSPECTION IS SCHEDULED.

B. THE CONTRACTOR SHALL REFERENCE WALL

SECTIONS AND DETAILS THAT GRAPHICALLY

INDICATE THE VISUAL PLANE OF THE INTENDED

CONTINUOUS AIR BARRIERS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL

INTENDED CONTINUOUS AIR BARRIERS ARE IN PLACE

PRIOR TO TESTING PER ASHRAE 189.1. FOR

AIRFORCE PROJECTS THE BUILDING AIR LEAKAGE

RATE MUST BE DETERMINED BY TESTING TO 0.2 IN.

WATER (50 PA) AND EXTRAPOLATING THE TEST

RESULTS TO 0.3 IN. WATER (75 PA). THE BUILDING AIR

LEAKAGE RATE FOR AIR FORCE PROJECTS MUST

NOT EXCEED 0.4 CFM/FT SQUARED WHEN TEST

RESULTS ARE EXTRAPOLATED TO 0.3 INCHES WATER

(75 PA). USE OF 0.2 INCHES WATER (50 PA) TEST

PRESSURE ALLOWS FOR THE USE OF THE BUILDING

HVAC SYSTEM TO PROVIDE TEST PRESSURE.

C. THE CONTRACTOR SHALL JOIN AND SEAL THE AIR

BARRIER MATERIAL OF EACH ASSEMBLY IN A

FLEXIBLE MANNER TO THE AIR BARRIER OF

ADJACENT ASSEMBLIES AND COMPONENTS.

D. THE CONTRACTOR SHALL MAKE ALL PENETRATIONS

AIRTIGHT INCLUDING INCIDENTAL OPENINGS AT OR

AROUND ELECTRICAL BOXES, CONDUIT, PLUMBING,

AND OTHER ASSEMBLIES.

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Ad de nd um

HIGH ROOF

130'-6"

D

1" / 1'-0"

EXISTING RIGID FRAME

EXISTING GIRTS TO REMAIN

AE-500

AE-500

STANDING SEAM METAL ROOF

EXISTING PURLINS

ROOF INSULATION LINER

SYSTEM (R-38)

NEW 6" CONCRETE

SLAB

STANDING SEAM

METAL ROOF

ROOF INSULATION LINER

SYSTEM (R-38)

UNDERSIDE

LINER SYSTEM

UNDERSIDE LINER SYSTEM

EXISTING

FOUNDATION WALL

NEW 6" CONCRETE

SLAB

4" ACOUSTICAL

METAL LINER PANEL

EXISTING CMU WALL

SCHEDULED

CEILING

EXISTING CONCRETE

COLUMN

SNOWGUARD

AIR BARRIER

EXISTING CMU WALL

4" INSULATED METAL WALL PANEL (R-28)

'-1

0"

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

CAST IN PLACE CONCRETE

RE: STRUCTURAL

EIFS COAT

EXISTING FOUNDATION WALL

METAL WALL

PANEL BEYOND

AE-500

AE-500

4" INSULATED METAL

WALL PANEL (R-28)

EXISTING RIGID FRAME

4" INSULATED

METAL WALL PANEL

SOFFIT (R-28)

TRANSLUCENT

WALL PANEL

121'-2"

SOFFIT

STANDING SEAM METAL ROOF

ROOF INSULATION LINER

SYSTEM (R-38)

0.91.1

1 1/2" HAT CHANNEL

6" CFMF

EXISTING STRUCTURE

EAVE TRIM

UNDERSIDE LINER SYSTEM

AIR BARRIER

FILL VOID W/2" MIN.

SPRAYED POLYURETHANE

FOAM INSULATION

'-2

AE-500

NEW FOUNDATION WALL

RE: STRUCTURAL

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

STANDING SEAM METAL ROOF

ROOF INSULATION LINER

SYSTEM (R-38)

4" INSULATED METAL

WALL PANEL (R-28)

EXISTING GIRT

TO REMAIN

EXISTING

FOUNDATION WALL

NEW 6"

CONCRETE

SLAB

EXISTING

RIGID FRAME

EXISTING

CMU WALL

AE-500

EAVE TRIM

UNDERSIDE

LINER SYSTEM

EXISTING

RIGID FRAME

STANDING SEAM

METAL ROOF

ROOF INSULATION

LINER SYSTEM

(R-38)

AIR BARRIER

FILL VOID W/2" MIN.

SPRAYED

POLYURETHANE

FOAM INSULATION

1 1/2" METAL LINER

PANEL

AE-500

GROUND FLOOR

100'-0"

HIGH ROOF

130'-6"

10.9 1.1

AE-501

121'-2"

SOFFIT

AE-500

AE-500

AE-500

STANDING SEAM

METAL ROOF

ROOF INSULATION

LINER SYSTEM (R-38)

EAVE TRIM

UNDERSIDE

LINER SYSTEM

FILL VOID W/2" MIN.

SPRAYED

POLYURETHANE

FOAM INSULATION

NEW STEEL

FRAMING

(RE:STRUCT)

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, I llin oi s

3-

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Pr of es si on al

S er vi ce s In c.

S ou th

S ix th S tre et

Ph on e:

(2

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, O K

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AA

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SCALE: 3/4" = 1'-0"

1 WALL SECTION

SCALE: 3/4" = 1'-0"

2 WALL SECTION

SCALE: 3/4" = 1'-0"

4 WALL SECTION

1' 3'2'0

3/4" = 1'-0"

SCALE: 3/4" = 1'-0"

3 WALL SECTION

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LOW ROOF

115'-0"

STANDING SEAM METAL ROOF

ROOF INSULATION

LINER SYSTEM (R-38)

6"BATT INSULATION

(R-19)

1 1/2" METAL LINER PANEL

5/8" EXTERIOR

SHEATHING

4" EPS INSULATION

BOARD (R-16)

EIFS FINISH

EXISTING

STRUCTURE

FILL VOID WITH W/2" MIN

SPRAYED POLYURETHANE

INSULATION

AE-501

AE-500

8" CFMF BETWEEN

EXISTING GIRTS

(RE: SECTION 05 40 00)

GROUND FLOOR

100'-0"

LOW ROOF

115'-0"

HIGH ROOF

130'-6"

STANDING SEAM METAL ROOF

ROOF INSULATION

LINER SYSTEM (R-38)

EXISTING STRUCTURE

4" INSULATED METAL PANEL (R-28)

FILL VOID WITH W/2" MIN

SPRAYED POLYURETHANE

FOAM INSULATION

UNDERSIDE LINER SYSTEM

OVERHEAD COILING DOOR

2'-0"

4" ACOUSTICAL METAL LINER PANEL

EXISTING WALL GIRT TO REMAIN

AE-500

AE-500

GROUND FLOOR

100'-0"

LOW ROOF

115'-0"

A

EXISTING STRUCTURE

STANDING SEAM METAL ROOF

ROOF INSULATION

LINER SYSTEM (R-38)

SNOW GUARD

EXISTING GIRT

TO REMAIN

FILL VOID WITH W/2" MIN.

SPRAYED POLYURETHANE

INSULATION

5/8" EXTERIOR SHEATHING

4" EPS INSULATION

BOARD (R-16)

EIFS FINISH

6" BATT INSULATION (R-19)

1 1/2"METAL LINER PANEL

AE-500

AE-500

8" CFMF

GROUND FLOOR

100'-0"

LOW ROOF

115'-0"

A

FILL VOID WITH W/2" MIN.

SPRAYED POLYURETHANE

INSULATION

SNOWGUARD

STANDING SEAM

METAL ROOF

1 1/2" METAL

LINER PANEL

6" BATT INSULATION

(R-19)

5/8" EXTERIOR SHEATHING

WINDOW

4" EPS INSULATION

BOARD (R-16)

EIFS FINISH

ROOF INSULATION

LINER SYSTEM (R-38)

AE-500

AE-501

AE-501

AE-500

8" CFMF BETWEEN

EXISTING GIRTS

(RE: SECTION 05 40 00)

GROUND FLOOR

100'-0"

LOW ROOF

115'-0"

HIGH ROOF

130'-6"

BSTANDING SEAM

METAL ROOF

SNOWGUARD

GUTTER

ROOF INSULATION

LINER SYSTEM (R-38)

UNDERSIDE LINER SYSTEM

EXISTING RIGID FRAME

FILL VOID W/2" MIN.

SPRAYED POLYURETHANE

FOAM INSULATION

EXISTING GIRT

TO REMAIN

EXISTING CMU WALL

4" INSULATED METAL

PANEL (R-28)

4" ACOUSTICAL METAL

LINER PANEL

AE-500

AE-500

DOWNSPOUT

GROUND FLOOR

100'-0"

E

AE-500

AE-501

AE-500

EXISTING FOUNDATION

NEW 6"

CONCRETE SLAB 10

AE-500

EIFS FINISH

4" EPS INSULATION BOARD (R-16)

3/4" PLYWOOD FR

6" BATT INSULATION (R-19)

5/8" GYPSUM WALLBOARD.

WINDOW

NEW WALL GIRT EIFS SOFFIT COAT

4" EPS INSULATION BOARD (R-16)

5/8" EXTERIOR SHEATHING

ROOF INSULATION LINER

SYSTEM (R-38)

STANDING SEAM METAL ROOF

UNDERSIDE

LINER SYSTEM

EXISTING PURLIN

SCHEDULED

CEILING 6" CFMF

SNOW GUARD

AIR BARRIER

FILL VOID W/2"

MIN. SPRAYED

POLYURETHANE

FOAM INSULATION

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Pr of es si on al

S er vi ce s In c.

S ou th

S ix th S tre et

Ph on e:

(2

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O kl am ho m a

C ity

, O K

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C on tr ac t #

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B ro ad w ay E xt en si on

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Ph on e:

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C op yr ig ht H an so n Pr of es si on al S er vi ce s In c.

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SCALE: 3/4" = 1'-0"

6 WALL SECTION

SCALE: 3/4" = 1'-0"

1 WALL SECTION

1' 3'2'0

3/4" = 1'-0"

SCALE: 3/4" = 1'-0"

3 WALL SECTION

SCALE: 3/4" = 1'-0"

4 WALL SECTION

SCALE: 3/4" = 1'-0"

2 WALL SECTION

SCALE: 3/4" = 1'-0"

5 WALL SECTION

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Ad de nd um

UPPER CABINETS,

(PLAM1)

BASE CABINETS, (PLAM1)

SOLID SURFACE COUNTERTOP

AND BACKSPLASH (SSM1)

1'-10" 3'-0" 3'-6" 3'-0"

AE-401

AE-401

AE-401

ELECTRIC WATER

COOLER, (OFOI)

3'-0" 3'-6" 3'-0"

SCHEDULED BASE

2X BLOCKING

SCHEDULED SINK

MIN

3"

MIN

8"

9" (M

IN

3/4" PLYWOOD

REMOVABLE ACCESS

PANEL W/ PLAM VENEER

3/4" PLYWOOD

WITH PLAM

VENEER

3/4" PLYWOOD

COUNTER END

SUPPORT PANEL

WITH PLAM

VENEER

2'-1"

2' -3

1/ 2"

1/

2"

4"

SOLID SURFACE

COUNTERTOP AND

BACKSPLASH

4" 1'

-1 1"

1/

2"

1/

2"

4"

SCHEDULED BASE

2X BLOCKING

3/4" PLYWOOD

CABINET DOOR WITH

PLAM VENEER ALL

SIDES

3/4" PLYWOOD

DRAWER FRONT

WITH PLAM VENEER

ALL SIDES

3/4" PLYWOOD

ADJUSTABLE SHELF

WITH PLAM VENEER

ALL SIDES

3/4" PLYWD CABINET

CONSTRUCTION W/

PLAM VENEER

EXTERIOR AND

MELAMINE INTERIOR

1/4" PLYWD BACK

FULL EXTENSION

BALL BEARING DRAWER

GUIDE

3"

3/4" PLYWOOD

1X BLOCKING

SOLID SURFACE

COUNTER TOP AND

BACKSPLASH

PULL, TYP.

2'-1"

1X BLOCKING

CABINET DOOR,

(PLAM1)

3/4" ADJUSTABLE

SHELF

3/4" TOP

1/4" PLYWOOD

BACK

2' -6

/4

1'-0"

3/4" SHELF

PULL, TYP

UNDERCOUNTER

LIGHTING

GROUND FLOOR

100'-0"

CWT-1

MIRROR 24"X36"

SURFACE MOUNTED

SOAP DISPENSER

PIPE

INSULATION

ADA URNINAL

ADA BENCH16' X 16'

LOCKERS

SLOPING HOOD

PT-1

LAVATORY

ADA

16' X 16' ADA

LOCKER

LAVATORY

URINAL SCREEN

2' -1

0"

3' -0

3' -4

1' -5

1'-6"

CT-2LIGHTING

FIXTURE

GROUND FLOOR

100'-0"

ADA WALK-IN

SHOWER

PT-1CT-2

ADA WATER CLOSET SURFACE MOUNTED

PAPER DISPENSER

ADA FOLDING

SHOWER SEAT

CURTAIN ROD SHOWER HEAD AND

CONTROL VALVE

"L" SHAPED GRAB

BAR

TOILET TISSUE

DISPENSER

ADA GRAB BARS

GROUND FLOOR

100'-0"

SURFACE MOUNTED

SOAP DISPENSER

ADA FOLDING

SHOWER SEAT

CT-2

PT-1

LAVATORY ADA PIPE INSULATION

MIRROR

"L" SHAPED GRAB BAR

SHOWER HEAD

CONTROL VALVE

CURTAIN ROD

2' -1

0"

3' -4

GROUND FLOOR

100'-0"ADA BENCH

16' X 16' LOCKERS

SLOPING HOOD PT-1

16' X 16' ADA

LOCKER

SURFACE MOUNTED

PAPER DISPENSER

E

GROUND FLOOR

100'-0"

ADA WALK-IN SHOWER ADA WATER CLOSET

CT-2

1'-5"

1' -5

" 2' -1

0"

3'-0"

3' -0

/4

3' -4

ADA FOLDING

SHOWER SEAT

CURTAIN ROD

MIRROR 24"X36"

ADA LAVATORY

SURFACE MOUNTED

SOAP DISPENSER

SHOWER HEAD

"L" SHAPED

GRAB BARS

CONTROL VALVE

LIGHTING FIXTURE

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, I llin oi s

3-

H an so n

Pr of es si on al

S er vi ce s In c.

S ou th

S ix th S tre et

Ph on e:

(2

) 7

-2

O kl am ho m a

C ity

, O K

8…

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