P17 IFC Architectural Plans.pdf
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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
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Ad de nd um
/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
/0
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AD-102
AA
M
JB
C
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.
LA
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AD-103
AA
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JB
C
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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Pr of es si on al
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S ou th
S ix th S tre et
Ph on e:
(2
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, O K
8-
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C on tr ac t #
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AA
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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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W in g Ill in oi s Ai r N at io na l G ua rd Sp rin gf ie ld
, 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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B
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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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R O
O F
PL
AN
AE-102
AA
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C
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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Pr of es si on al
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S ou th
S ix th S tre et
Ph on e:
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AE-103
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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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ISSUED FOR CONSTRUCTION 3 MAY 2021
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C
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
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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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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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ISSUED FOR CONSTRUCTION 3 MAY 2021
Si gn ed
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Ex pi re s:
1/
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\a am
\D oc um en ts \M y R ev it\
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AE-201
AA
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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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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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ISSUED FOR CONSTRUCTION 3 MAY 2021
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B U
IL
D
IN
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S
EC
TI
O
N S
AE-301
AA
M
JB
C
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.
/0
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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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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:
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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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ISSUED FOR CONSTRUCTION 3 MAY 2021
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W
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SE
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TI
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AE-310
AA
M
JB
C
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
/0
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Ad de nd um
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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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 kl am ho m a
C ity
, O K
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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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P -1
SP
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D , I
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ISSUED FOR CONSTRUCTION 3 MAY 2021
Si gn ed
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: 2
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AE-311
AA
M
JB
C
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
/0
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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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