W912QR25R0010_Plans-0005.pdf

COVERED WASH RACK (2). REFER TO ARCHITECTURE PLANS FOR

COVERED STRUCTURE. REFER TO 4/CP501 FOR PAD

SITE ELEMENTS - BID OPTIONS

CONCRETE BI-LEVEL LOADING RAMP. REFER TO STRUCTURAL &

ARCHITECTURAL PLANS2

3 CONCRETE PAVEMENT. REFER TO PAVING PLANS

4 CONCRETE FILLED BOLLARD. REFER TO ARCHITECUTRAL PLANS

1 MOTORCYCLE ONLY PARKING SIGN. REFER TO 1/CS501

SIGNAGE ELEMENTS - BID OPTIONS

5 CONCRETE SIDEWALK. REFER TO 5/CP501

6 HEAVY DUTY ASPHALT PAVEMENT. REFER TO 1/CP501

7 3" MOUNTABLE MONOLITHIC CONCRETE MEDIAN

2 STOP SIGN (R1-1). REFER TO 1/CS501

3 NO LEFT TURN SIGN (R3-2). REFER TO 1/CS501

8 SITE LIGHT. REFER TO ELECTRICAL PLANS

1 TRAFFIC ARROW MARKINGS, WHITE, PAINT. REFER TO 5/CS501

STRIPING ELEMENTS - BID OPTIONS

Cxu Cxu Cxu Cxu Cxu Cxu Cxu Cxu Cxu Cxu Cxu Cxu Cxu Cxu

RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW

Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u Cx u

W x W x W x W x W x W x W x W x W x W x W x W x W x W x

X X X X X X X

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IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

X X

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FOR CONTINUATION

REFER TO CS105A

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CERTIFIED FINAL DESIGN SUBMISSION

A1

CS104A

PARTIAL SITE PLAN III - BID OPTION

1"=20'

102 SHEETS

103 SHEETS105 SHEETS

104 SHEETS106 SHEETS

107 SHEETS

SHEET KEY PLANN

NORTH

(NAD 83)

0 20' 40'10'

1" = 20'-0"

60'

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KEYED NOTES

BID-OPTION

ALL WORK SHOWN ON THIS SHEET SHALL BE INCLUDED AS PART OF THE BID

OPTIONS DESCRIBED BELOW:

OPTION D: EAST MILITARY EQUIPMENT PARKING (MEP) ACCESS ROAD:

PROVIDE A FULLY FUNCTIONAL MEP ACCESS ROAD CONSTRUCTED IN

CONCRETE AS DESCRIBED BY THE SPECIFICATIONS AND AS SHOWN

ON THE DRAWINGS; INCLUDING BUT NOT LIMITED TO ALL CIVIL,

PAVING WORK, ETC AS SHOWN. OMIT ASPHALT PAVEMENT.

OPTION E: COVERED WASH RACK: PROVIDE A FULLY FUNCTIONAL

COVERED AREA WITH (2) WASH RACKS AS DESCRIED BY THE

SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS; INCLUDING BUT

NOT LIMITED TO ALL CIVIL, PAVING WORK, ETC AS SHOWN

OPTION F: BI-LEVEL LOADING RAMP: PROVIDE A FULLY FUNCTIONAL

CONCRETE BI-LEVEL LOADING AS DESCRIED BY THE SPECIFICATIONS

AND AS SHOWN ON THE DRAWINGS; INCLUDING BUT NOT LIMITED TO

ALL CIVIL, PAVING WORK, ETC AS SHOWN

OPTION G: MILITARY EQUIPMENT PARKING (MEP): PROVIDE A FULLY

FUNCTIONAL MEP AREA CONSTRUCTED IN CONCRETE AS DESCRIBED

BY THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS;

INCLUDING BUT NOT LIMITED TO ALL CIVIL, PAVING WORK, ETC AS

SHOWN. OMIT GRAVEL SURFACE.

OPTION H: TRUCK TURN AROUND: PROVIDE A FULLY FUNCTIONAL

PAVED AREA CONSTRUCTED IN HEAVY DUTY ASPHALT AS DESCRIBED

BY THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS;

INCLUDING BUT NOT LIMITED TO ALL CIVIL, PAVING WORK, ETC AS

SHOWN.

OPTION I: MOTORCYCLE PARKING: PROVIDE A FULLY FUNCTIONAL

PAVED AREA CONSTRUCTED IN CONCRETE AS DESCRIBED BY THE

SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS; INCLUDING BUT

NOT LIMITED TO ALL CIVIL, PAVING WORK, ETC AS SHOWN.

OPTION J: WEST MEP ACCESS ROAD: PROVIDE A FULLY FUNCTIONAL

MEP ACCESS ROAD CONSTRUCTED IN HEAVY DUTY ASPHALT AS

DESCRIBED BY THE SPECIFICATIONS AND AS SHOWN ON THE

DRAWINGS; INCLUDING BUT NOT LIMITED TO ALL CIVIL, PAVING WORK,

ETC AS SHOWN.

OPTION K: LANDSCAPING: PROVIDE LANDSCAPING AS DESCRIBED BY

THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. INCLUDING

BY NOT LIMITED TO ALL PLANTS, GROUND COVER, DRAINAGE, ETC AS

SHOWN.

OPTION L: SECURITY FENCING: PROVIDE UPGRADED FENCING FOR

ENTIRE SECURITY FENCE AS DESCRIBED BY THE SPECIFICATIONS

AND AS SHOWN ON THE DRAWINGS.

W

2Q R

R

_P la ns -0

6_8 6_24 6_8

CMU WALL REINF, TYP

BOND BEAM, TYP

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EI

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PE

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T

YP

D

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AI

LS

BO

N

D B

EA

M

S

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2"

O C

M

AX

04.0504.03 6'

0"

04.05

R

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PE

R

T

YP

D

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LS

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D B

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M

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2"

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AX

BOND BEAM, TYP

2'

0"

04.03

04.04

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

5_32

5_8

1. SEE S-001 AND S-002 FOR GENERAL NOTES AND ABBREVIATIONS.

2. SEE S-501 THRU S-504 FOR TYPICAL DETAILS.

3. SEE OTHER DISCIPLINE DRAWINGS FOR LOCATIONS AND DIMENSIONS OF WALL

PENETRATIONS. IF OTHER DISCIPLINES REQUIRE ADDITIONAL PENETRATIONS

NOT SHOWN, PROVIDE ADDITIONAL REINFORCING PER .

4. SEE PLANS FOR TOP OF FOOTING ELEVATIONS & BOTTOM OF DECK ELEVATIONS.

5. PROVIDE FOUNDATION DOWELS FOR CMU WALL REINFORCING MATCHING THE

SIZE AND SPACING OF THE CMU WALL REINFORCING INDICATED.

6. * INDICATES LINTEL DEPTH.

7. CONTROL JOINTS ARE NOT USED AT THE LOAD-BEARING CMU WALLS.

/E1 S-502

LOADBEARING CMU WALL REINFORCING LEGEND

REBAR

DESIGNATION

NUMBER

REBAR SPACING

(@XX INCHES OC)

X_XX

6_8 6_32 6_8

CMU WALL REINF, TYP

BOND BEAM, TYP

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6' -0

4'

-0

04.0404.03

04.0504.03 04.05

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SCALE: 1/8" = 1'-0"K1 ELEVATION - NORTH

SCALE: 1/8" = 1'-0"A1 ELEVATION - GRID B

GENERAL SHEET NOTES

LEGEND

GRAPHIC SCALE(S)

1/8" = 1'-0" 0 8' 16' 24'4'

04.03 PROVIDE #3 STIRRUPS AT 8" OC.

04.04 PROVIDE (2) #5, 1 LAYER.

04.05 PROVIDE (2) #6, 1 LAYER.

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SCALE: 1/8" = 1'-0"E1 ELEVATION - NORTH (BID OPTION C)

KEYED NOTES#

W

2Q R

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_P la ns -0

01_LEVEL

0' - 0"

A1

A-301

A8

A-310

C CB

10.01

10.01

10.01

26.03

26.02

04.04

03 - TOP OF CMU

36' - 0"

02_TOP OF CMU

19' - 4"

05.02

05.04

1 2

04.04

05.03

26.04

26.01

26.01

26.04

26.02

26.01

05.03

L3 L3

18' - 0" 2' - 0"

05.02

07.05

10.17

2' - 0" 19' - 4"

A L

IG

N

A L

IG

N

2' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 2' - 0"

A L

IG

N

05.01

05.04

01_LEVEL

0' - 0"

A1

A-301

A

26.01

10.02

10.01

26.03

10.01

04.04

03 - TOP OF CMU

36' - 0"

04.04

05.03

26.04

08.06 26.04

18' - 0"2' - 0" 2' - 0"18' - 0"

A L

IG

N

A L

IG

N

01.01

01.01

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1/8" = 1'-0"

AE102

G1

SOUTH ELEVATION

1/8" = 1'-0"

AE102

A1

NORTH ELEVATION

GRAPHIC SCALE(S)

1/16" = 1'-0" 0 16' 32' 48'8'

01.01 BID OPTION C

04.04 4" FACE BRICK

05.01 SCUPPER AND DOWNSPOUT WITH DOWNSPOUT BOOT TO DRAIN TO

UNDERGROUND STORM SEWER; REFER TO CIVIL SHEETS.

05.02 METAL COPING

05.03 SCUPPER OVERFLOW THROUGH PARAPET OUTLET

05.04 SCUPPER AND DOWNSPOUT TO CONCRETE SPLASHBLOCK

07.05 BRICK EXPANSION JOINT

08.06 SECTIONAL VERTICAL LIFT OVERHEAD DOOR

10.01 CANOPY SYSTEM WITH INTEGRAL LED LIGHT RATED FOR WET LOCATIONS

(WHERE SHOWN)

10.02 BOLLARD

10.17 EXTERIOR SIGNAGE. REFER TO IN101 AND I-611 FOR SIGNAGE PLANS AND

SCHEDULE

26.01 MECHANICAL EQUIPMENT; REFER TO MECHANICAL

26.02 ELECTRICAL EQUIPMENT; REFER TO ELECTRICAL

26.03 ROOF AIR TERMINAL RODS; REFER TO ELECTRICAL

26.04 WALL MOUNTED LIGHT - REFER TO ELECTRICAL

KEYED NOTES#ELEVATION

KEYED NOTE PRODUCT FINISH COLOR

8.02 OVERHEAD COILING DOOR PREFINISHED PT-5 OR SIMILAR

8.03 TRANSLUCENT FIBERGLASS PANEL PREFINISHED WHITE

8.04 GLAZED ALUMINUM STOREFRONT PREFINISHED YKK : DURANAR CHARCOAL

8.05 HOLLOW METAL DOOR AND FRAME FIELD PAINTED PT-5 OR SIMILAR

8.06 VERTICAL LIFT OVERHEAD DOOR PREFINISHED PT-5 OR SIMILAR

10.01 CANOPY PREFINISHED TAUPE

10.02 BOLLARD FIELD PAINTED SAFETY YELLOW

26.02 WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL. PREFINISHED - -

ELEVATION

KEYED NOTE PRODUCT FINISH COLOR

4.01 CONCRETE MASONRY UNIT, ACCENT PREFINISHED GROUND FACE, ADOBE

4.02 CONCRETE MASONRY UNIT, FIELD PREFINISHED SPLIT FACE, TERRA COTTA

4.04 FACE BRICK PREFINISHED SMOOTH, RED

5.01 DOWNSPOUT PREFINISHED MATCH CMU

5.02 PREFINISHED METAL COPING PREFINISHED MATCH CMU

5.03 SCUPPER PREFINISHED MATCH CMU

8.01 LOUVER PREFINISHED MATCH CMU

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K1

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F1

A-301

A A

26.03

04.04

08.02

10.0110.01 05.02

26.01

26.03

03 - TOP OF CMU

36' - 0"

02_TOP OF CMU

19' - 4"

04.04 08.06

08.06

ABC

26.01

05.04

05.01

26.02

26.04

05.01

10.01

26.04 L2L1

10.17

2' - 0"

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

20' - 0" 1' - 4"

01.01

01.01

01_LEVEL

0' - 0"

K1

A-301

F1

A-301

A A

C

10.0110.01

08.06

10.02

10.01 05.02

26.01

26.03

26.03

04.04 04.04

03 - TOP OF CMU

36' - 0"

02_TOP OF CMU

19' - 4"

08.06

A B C

05.01

26.01 26.01

26.04 26.02

26.01

05.04

L3 L1

10.17

1' - 4"

B17

A-310

2' - 0"

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

A L

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N

01.01

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CERTIFIED FINAL DESIGN SUBMISSION

A R

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1/8" = 1'-0"

AE102

G1

EAST ELEVATION

1/8" = 1'-0"

AE102

A1

WEST ELEVATION

GRAPHIC SCALE(S)

1/16" = 1'-0" 0 16' 32' 48'8'

01.01 BID OPTION C

04.04 4" FACE BRICK

05.01 SCUPPER AND DOWNSPOUT WITH DOWNSPOUT BOOT TO DRAIN TO

UNDERGROUND STORM SEWER; REFER TO CIVIL SHEETS.

05.02 METAL COPING

05.04 SCUPPER AND DOWNSPOUT TO CONCRETE SPLASHBLOCK

08.02 OVERHEAD ROLLING DOOR

08.06 SECTIONAL VERTICAL LIFT OVERHEAD DOOR

10.01 CANOPY SYSTEM WITH INTEGRAL LED LIGHT RATED FOR WET LOCATIONS

(WHERE SHOWN)

10.02 BOLLARD

10.17 EXTERIOR SIGNAGE. REFER TO IN101 AND I-611 FOR SIGNAGE PLANS AND

SCHEDULE

26.01 MECHANICAL EQUIPMENT; REFER TO MECHANICAL

26.02 ELECTRICAL EQUIPMENT; REFER TO ELECTRICAL

26.03 ROOF AIR TERMINAL RODS; REFER TO ELECTRICAL

26.04 WALL MOUNTED LIGHT - REFER TO ELECTRICAL

KEYED NOTES#ELEVATION

KEYED NOTE PRODUCT FINISH COLOR

8.02 OVERHEAD COILING DOOR PREFINISHED PT-5 OR SIMILAR

8.03 TRANSLUCENT FIBERGLASS PANEL PREFINISHED WHITE

8.04 GLAZED ALUMINUM STOREFRONT PREFINISHED YKK : DURANAR CHARCOAL

8.05 HOLLOW METAL DOOR AND FRAME FIELD PAINTED PT-5 OR SIMILAR

8.06 VERTICAL LIFT OVERHEAD DOOR PREFINISHED PT-5 OR SIMILAR

10.01 CANOPY PREFINISHED TAUPE

10.02 BOLLARD FIELD PAINTED SAFETY YELLOW

26.02 WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL. PREFINISHED - -

ELEVATION

KEYED NOTE PRODUCT FINISH COLOR

4.01 CONCRETE MASONRY UNIT, ACCENT PREFINISHED GROUND FACE, ADOBE

4.02 CONCRETE MASONRY UNIT, FIELD PREFINISHED SPLIT FACE, TERRA COTTA

4.04 FACE BRICK PREFINISHED SMOOTH, RED

5.01 DOWNSPOUT PREFINISHED MATCH CMU

5.02 PREFINISHED METAL COPING PREFINISHED MATCH CMU

5.03 SCUPPER PREFINISHED MATCH CMU

8.01 LOUVER PREFINISHED MATCH CMU

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NOTE:

PARTITION PENETRATIONS SHALL COMPLY WITH U.L. SYSTEM NUMBER

W-J-7021 OR APPROVED EQUAL

1. PARTITION ASSEMBLY - REFER TO PARTITION TYPE

MAXIMUM AREA OF OPENING IS 1244 SQ IN.

2. STEEL DUCT - NOMINALLY 24"x48" (OR SMALLER) 24 GAUGE (OR HEAVIER)

GALVANIZED STEEL DUCT - REFER TO MECHANICAL FOR SIZE ALLOWABLE

SPACE AROUND DUCT IS 1/4" MINIMUM TO 1" MAXIMUM SUPPORT DUCT ON

BOTH SIDES OF PARTITION.

3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM MUST CONSIST OF THE

FOLLOWING:

A. FILL, VOID OR CAVITY MATERIAL (BEARING THE UL CLASSIFICATION

MARKING) - SEALANT - MINIMUM 5/8" (AT 1 HR OR 1 1/4" AT 2 HR)

THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS FLUSH WITH

BOTH SURFACES OF PARTITION. AT POINT CONTACT LOCATION,

MINIMUM 1/2" DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED

TO THE WALL/DUCT INTERFACE ON BOTH SURFACES OF PARTITION.

B. STEEL RETAINING ANGLE - MINIMUM 1/2"x1/2" NO 16 MSG (0.060

INCHES) GALVANIZED STEEL ANGLES CUT TO FIT CONTOUR OF DUCT

WITH A 2" OVERLAP ON THE DUCT AND A MINIMUM 1" OVERLAP ON THE

GYPSUM BOARD ASSEMBLY ON BOTH SURFACES OF PARTITION. 2"

LEG OF ANGLE SECURED TO DUCT WITH MINIMUM NO. 8 BY 3/4" LONG

SHEET METAL SCREWS, SPACED A MAXIMUM OF 6" OC.

A 1

SECTION A-A

3B3A A

NOTE:

PARTITION PENETRATIONS MUST COMPLY WITH U.L. SYSTEM

NUMBER W-J-1028 OR APPROVED EQUAL

A

A

3 1

SECTION A-A

1. PARTITION ASSEMBLY - REFER TO PARTITION TYPE. MAXIMUM DIAMETER

OF OPENING IS 1'-0 1/2".

2. THROUGH PENETRATE - MUST BE CENTERED WITHIN THE FIRESTOP

SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND

OPENING MUST BE MINIMUM 1/2" TO MAXIMUM 7/8" PIPE, CONDUIT OR

TUBING MUST BE RIGIDLY SUPPORTED ON BOTH SIDES OF PARTITION. THE

FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING

MAY BE USED:

A. STEEL PIPE NOMINALLY 10" DIAMETER (OR SMALLER) SCHEDULE 10

(OR HEAVIER) STEEL PIPE.

B. CONDUIT NOMINALLY 4" DIAMETER (OR SMALLER) STEEL

ELECTRICAL METALLIC TUBING OR NOMINALLY 6" DIAMETER (OR

SMALLER) STEEL CONDUIT.

C. COPPER TUBING NOMINALLY 4" DIAMETER (OR SMALLER) TYPE L

(OR HEAVIER) COPPER TUBING.

D. COPPER PIPE NOMINALLY 4" DIAMETER (OR SMALLER) REGULAR

(OR HEAVIER) COPPER PIPE.

3. FILL, VOID OR CAVITY MATERIAL (BEARING THE UL CLASSIFICATION

MARKING) - SEALANT MINIMUM 5/8" (AT 1 HR) OR 1 1/4" (AT 2 HR) THICKNESS

OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH

SURFACES OF PARTITION.

4"

10"

4"

10"

4"

10"

4"

4"

4"

(U N

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4'

0"

STRIPE COLOR: "SAFETY YELLOW"

(UNLESS OTHERWISE NOTED)

4' - 0"

4"

4"

FIELD COLOR: BLACK

1/ 2"

A11

A-540

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REFER TO PLAN

#14 X 1" SELF TAPPING

SCREWS; 3 PER CORNER, 2

PER END

6" MAXIMUM GYPSUM BOARD

CANTILEVER

DEEP LEG TRACK SHOWN DASHED

BEYOND - UL SYSTEM NO. HW-

D-0324 OR APPROVED EQUAL

STUDS

CUT FIRE RATED GYPSUM BOARD

TIGHT TO JOIST/BEAM AND PACK

CAVITIES EACH SIDE OF

STRUCTURE FULLY WITH SAFING

INSULATION

FLEXIBLE FIREPROOFING BOTH

SIDES OF WALL OVER MINERAL

WOOL - REFER TO UL SYSTEM HW-

D-0258

NOTE: GYPSUM BOARD MUST SPAN

MINIMUM 2 STUDS PRIOR TO CANTILEVER

4"

2' - 0"

4"

4" 4"

R E

F E

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O P

LA

N

COLOR: "SAFETY YELLOW"

REFER TO PLAN

2' - 0"

4"

4"

4"

4" REFER TO PLAN 4"

LINES CONTINUE WHERE

INDICATED ON PLAN

ROOF ASSEMBLY

1" FIRE-RATED JOINT - REFER TO

UL SYSTEM HW-D-0258

L5 x 3 1/2 x 5/16 x 1' - 6" LONG

STRUCTURAL MEMBER

FLEXIBLE FIREPROOFING BOTH

SIDES OF WALL OVER MINERAL

WOOL - REFER TO UL SYSTEM HW-

D-0258

ROOF DECK

PROVIDE REBAR IN FIRST FULL

COUSE ON EACH SIDE OF

STRUCTURAL MEMBER - GROUT

SOLID

8" CMU BOND BEAM AT FULL

COURSE BELOW STRUCTURAL

MEMBER

FINISH FLOOR

MAT CARPET

TREAD

EXTRUDED END

LATEX SCREED

CONCRETE SLAB ALUMINUM RAIL ON

VINYL CONNECTOR

EXTRUDED

ALUMINUM RAIL

NOTE: INSTALL TOP OF

ENTRANCE FLOOR MAT FLUSH

WITH ADJACENT FINISH FLOOR.

VESTIBULE DOORS NOT SHOWN

FOR CLARITY.

REFER TO PLAN

PRIMARY DIRECTION OF TRAVEL

(V E

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8" CMU PARTITION

FIRE EXTINGUISHER

SHIM AS REQUIRED

NOTE: PROVIDE WALL MOUNTED

SIGNAGE ABOVE EACH CABINET -

REFERENCE G13 / IN101. PROFILE OF

ACTUAL FIRE PROTECTION CABINET

MAY VARY FROM THAT INDICATED.

FIRE PROTECTION CABINET

BOND BEAM

CMU SOAP

A F

F

F1

A-541

MAXIMUM

2 1/2" PROJECTION

MAXIMUM

2 1/2" PROJECTION

FIRE EXTINGUISHER

SHIM AS REQUIRED

NOTE:

PROVIDE WALL MOUNTED

SIGNAGE ABOVE EACH CABINET -

REFER TO G13 / IN101. PROFILE

OF ACTUAL FIRE PROTECTION

CABINET MAY VARY FROM THAT

INDICATED.

FIRE PROTECTION CABINET

FIRE SAFING INSULATION AT

RATED PARTITIONS

5/8" GYPSUM BOARD

A F

F

6" BOXED HEADER

L1

A-541

MAXIMUM

2 1/2" PROJECTION

DEFIBRILLATOR

SHIM AS REQUIRED

NOTE: PROVIDE WALL

MOUNTED SIGNAGE ABOVE

EACH CABINET - REFERENCE

G13 / IN101. PROFILE OF ACTUAL

CABINET MAY VARY FROM THAT

INDICATED.

DEFIBRILLATOR CABINET

FIRE SAFING INSULATION

AT RATED PARTITIONS

5/8" GYPSUM BOARD

4' -0

A

F F

6" BOXED HEADER

E6

A-540

SEMI-RECESSED

DEFIBRILLATOR

CABINETPER MFR'S RECOMMENDATIONS

ROUGH OPENING

PARTITION AS

SCHEDULED

5/8" GYPSUM BOARD

FIRE SAFING INSULATION

AT RATED PARTITONS

DOUBLE STUD EACH

SIDE OF CABINET

DEFIBRILLATOR

NOTES:

1. PROVIDE DEFIBRILLATOR

2. WHERE CABINET OCCURS IN A

FIRE-RATED PARTITION INSTALL A

FIRE RATED CABINET IN

COMPLIANCE WITH SPECIFICATIONS

E1

A-540

US Army Corps of Engineers ®

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NOT TO SCALEG1

CMU DUCT PENETRATION (1 & 2 HOUR)

NOT TO SCALEG6

CMU SINGLE PENETRATION (1 AND 2 HOUR)

3/4" = 1'-0"K16

EMERGENCY EYEWASH STRIPING PLAN

3/8" = 1'-0"A16

ENTRANCE FLOOR MAT DETAIL

1 1/2" = 1'-0"A1

FIRESTOPPING DETAIL

3/4" = 1'-0"K11

FLOOR PAINTING STRIPING PLAN

1 1/2" = 1'-0"A6

THRU WALL FIRESTOPPING DETAIL

6" = 1'-0"

A-540

A11

RECESSED ENTRANCE FLOOR MAT DETAIL

1 1/2" = 1'-0"

A-541

E11

SEMI-RECESSED FIRE PROTECTION

CABINET AT CMU PARTITION

1 1/2" = 1'-0"

A-541

E16

FIRE PROTECTION CABINET AT STUD PARTITION

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DEFIBRILLATOR CABINET AT STUD PARTITION

1 1/2" = 1'-0"E6

DEFIBRILLATOR CABINET AT STUD PARTITION

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1 2

7'

0" 2"

2" 3' - 0" 2" 2" M.O. 2"

M .O

4"

A

SOLID CURTAIN

OVERHEAD COILING

D

B

A S

S C

H E

D

AS SCHED

M.O.

8' - 0"

M .O

8'

0"

INSULATED

VERTICAL LIFT

C

M.O.

AS SCHED

M .O

A S

S C

H E

D

6" 2' - 0" 6"

3' - 0"

6" 3'

0"

3'

6"

7'

0"

CLEAR GLASS

**WELDED WIRE MESH (WWM) DOOR TYPE COVERED BY

SPECIFICATION. REFER TO E1 / A-603 FOR STOREFRONT (SF)

ELEVATION AND DETAILS

CMU LINTEL - REFER TO

STRUCTURAL

RAKE MORTAR BACK 1/2",

PROVIDE CONTINUOUS

SEALANT ON ALL SIDES

DOOR FRAME - GROUT SOLID,

TYPICAL

D O

O R

H E

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H

T

DOOR AS SCHEDULED

2"

BULLNOSED CORNERS

STEEL ANGLE

3 5/8" BRICK

INSULATION

AIR/VAPOR BARRIER

REBAR - REFER TO

STRUCTURAL DRAWINGS

CMU JAMB UNIT WITH BULLNOSED

CORNERS

RAKE MORTAR BACK 1/2",

PROVIDE CONTINUOUS

SEALANT ON BOTH SIDES

DOOR FRAME - GROUT SOLID

DOOR AS SCHEDULED

2"

DOOR WIDTH

1/2"

GALVANIZED SHEET STEEL

"TEE" ANCHORS

D O

O R

H E

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H

T

ATTACH BOTTOM TRACK WITH

(2) #10-16 SCREWS AT 24" OC

6" STEEL CHANNEL

HEADER (20 GAUGE) FOR

OPENINGS OVER 6'-0"

WIDE

DOOR FRAME

DOOR AS SCHEDULED

NOTE: DO NOT CAULK BACK BEND

FRAME TO GYPSUM BOARD

2"

REFER TO FLOOR PLANS

FOR PARTITION TYPE

PARTITION TYPES

REFER TO

SOUND ATTENUATION

BLANET

BATT INSULATION

DOOR WIDTH

(2) STEEL STUDS AT JAMB

BATT INSULATION

DOOR FRAME - ANCHOR PER

MANUFACTURER'S

RECOMMENDATIONS

DOOR AS SCHEDULED

2"

REFER TO FLOOR PLANS

FOR PARTITION TYPE

NOTE: DO NOT CAULK BACK BEND

FRAME TO GYPSUM BOARD

ANCHORS

*SWING OF DOOR

TO OPEN POSITION

FINISH FLOOR MATERIAL - REFER

TO ROOM FINISH SCHEDULE

FINISHED FLOOR LINE

3/8” THICK x 9” WIDE x DOOR LENGTH

STAINLESS STEEL THRESHOLD WITH

1/4” BEVELED EDGES

SOUND DOOR COMPRESSION SEAL

SOUND DOOR AS SCHEDULED

SOUND DOOR FRAME BEYOND

US Army Corps of Engineers ®

SHEET ID

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DOOR AND FRAME SCHEDULE

DOOR NO.

DOOR

STC

RATING

FRAME

HARDWARE

SIZE

TYPE MAT FIN TYPE MAT

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

100 3' - 0" 7' - 0" 0' - 1 3/4" F HM PT 32 1 HM D5/A-602 A5/A-602 A10/A-602 12.A

101A 3' - 0" 7' - 0" 0' - 1 3/4" B HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 11

101B 3' - 0" 7' - 0" 0' - 1 3/4" B HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 11

102 3' - 0" 7' - 0" 0' - 1 3/4" H HM PT 32 1 HM D5/A-602 A5/A-602 A10/A-602 14

103 3' - 0" 7' - 0" 0' - 1 3/4" F HM PT 32 1 HM D5/A-602 A5/A-602 A10/A-602 16

105A 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 7

105B 3' - 0" 7' - 0" 0' - 1 3/4" B HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 11

105C 8' - 0" 8' - 0" 0' - 1 3/4" D HM PT - 1 HM F2/A-604 A1/A-604 A10/A-602 23

106A 2' - 11 1/2" 7' - 0" 0' - 1 3/4" SF ALUM ALUM - - - F7/A-604 A7/A-604 A11/A-602 1

106B 3' - 0" 7' - 0" 0' - 1 3/4" SF ALUM ALUM - - - F7/A-604 F7/A-604 A11/A-602 8

107A 5' - 0" 7' - 0" 0' - 1 3/4" B HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 19

107B 5' - 0" 7' - 0" 0' - 1 3/4" B HM PT - 1 HM D5/A-602 A5/A-602 A11/A-602 19

108 3' - 8" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D5/A-602 A5/A-602 A10/A-602 5

109 3' - 8" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A11/A-602 5

110A 5' - 8" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D5/A-602 A5/A-602 A11/A-602 6

110B 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 2

111 3' - 8" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A11/A-602 5

112 3' - 0" 7' - 0" 0' - 1 3/4" WWM WWM PRIME - WWM STEEL - - - 9

114 3' - 0" 7' - 0" 0' - 1 3/4" F HM PT 32 1 HM D5/A-602 A5/A-602 A10/A-602 13

115A 5' - 8" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 4

115B 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D5/A-602 A5/A-602 A10/A-602 15

116 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 2

117 3' - 0" 7' - 0" 0' - 1 3/4" F HM PT 32 1 HM D5/A-602 A5/A-602 A10/A-602 10

118 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 5

119 3' - 8" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 7

120A 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 20

120B 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 1 HM D5/A-602 A5/A-602 A10/A-602 21

121A 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 18

121B 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 1 HM D5/A-602 A5/A-602 A10/A-602 17

122A 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 20

122B 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 1 HM D5/A-602 A5/A-602 A10/A-602 21

123A 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 18

123B 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - - - D5/A-602 A5/A-602 A10/A-602 17

200A 24' - 0" 14' - 0" 0' - 1 3/4" C ALUM ALUM - - - K1/A-604 A1/A-604 A10/A-602 23

200B 24' - 0" 16' - 0" 0' - 1 3/4" C ALUM ALUM - - - K1/A-604 A1/A-604 A10/A-602 23

200C 24' - 0" 14' - 0" 0' - 1 3/4" C ALUM ALUM - - - K1/A-604 A1/A-604 A10/A-602 23

200D 24' - 0" 16' - 0" 0' - 1 3/4" C ALUM ALUM - - - K1/A-604 A1/A-604 A10/A-602 23

200E 24' - 0" 14' - 0" 0' - 1 3/4" C ALUM ALUM - - - K1/A-604 A1/A-604 A10/A-602 23

201A 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 3

201B 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 3

202A 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 3

202B 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT - 2 HM D1/A-602 A1/A-602 A10/A-602 3

DOOR TYPES

FRAME TYPES

3" = 1'-0"D1

HEAD DETAIL

3" = 1'-0"A1

JAMB DETAIL

3" = 1'-0"D5

HEAD DETAIL

3" = 1'-0"A5

JAMB DETAIL

3" = 1'-0"A10

SILL DETAIL

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ATTACH TRACK AND SPRING PAD ABOVE THE

TRANSLUCENT PANEL DIRECTLY TO CMU PER

MANUFACTURERS RECOMMENDATION

W

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B

G1

3'

4" 3'

7"

1/

2"

1/ 2"

7'

4"

3' - 4"

2 1/2" 2' - 11" 2 1/2"

INSULATED GLASS

C

7'

4"

3'

7"

6' - 0"

1/

2"

1/ 2"

3'

4"

2 1/2" 2' - 8 1/2"

2 1/2"

2' - 8 1/2" 2 1/2"

G1

INSULATED GLASS

CONCRETE MASONRY

SEALANT AND BACKER ROD

LOUVER - ANCHOR PER

MANUFACTURER'S

RECOMMENDATIONS

REMOVEABLE SCREEN IN

FRAME

EXTRUDED SILL FLASHING

SET IN CONTINUOUS BEAD

OF SEALANTL

O U

V E

R H

E

IG

H T

V A

R

IE

S A

S P

E R

L O

U V

E R

M

A N

U F

A C

T U

R E

R

R O

U G

H O

P E

N

IN

G

TREATED WOOD SHIM

INSULATION AND GYPSUM

BOARD WHERE INDICATED

4"

EQ EQ

CMU BOND BEAM LINTLE

R O

U G

H O

P E

N

IN

G

V A

R

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S A

S P

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L O

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E R

M

A N

U F

A C

T U

R E

R

L O

U V

E R

H E

IG

H

T

LOUVER -ANCHOR PER

MANUFACURER'S

RECOMMENDATIONS

REMOVEABLE SCREEN IN FRAME

TREATED WOOD SHIM

SEALANT WITH BACKER ROD

BOTH SIDES

INSULATION AND GYPSUM

BOARD WHERE INDICATED

4"

EQ EQ

R O

U G

H O

P E

N

IN

G

V A

R

IE

S A

S P

E R

L O

U V

E R

M A

N U

F A

C T

U R

E R

L O

U V

E R

W

ID

T H

REMOVEABLE SCREEN IN

FRAME

LOUVER - ANCHOR PER

MANUFACTURER'S

RECOMMENDATIONS

TREATED WOOD SHIM

SEALANT AND BACKER ROD

TYPICAL EACH SIDE

CMU JAMB BLOCK GROUT SOLID

WITH REINFORCEMENT

INSULATION AND GYPSUM

BOARD WHERE INDICATED

4"

EQUAL EQUAL

EXTERIOR

LOUVER

INSECT SCREEN

1 1/2" x 1 1/2" x 1/8"

ALUMINUM BLADE

SUPPORT ANGLE

FASTENER BY

MANUFACTURER

L1

2'

0"

6' - 0"

L15

A-603

F15

A-603

F10

A-603

L2

R E

F E

R T

O E

X T

E R

IO

R

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LE

V A

T

IO

N 2'

0"

3' - 4"

L15

A-603

F10

A-603

F15

A-603

L3

2'

0"

4' - 0"

L15

A-603

F10

A-603

F15

A-603

CURTAIN WALL SYSTEM

A L

IG

N

6"

3"

WALL TYPE PER PLAN

BACKER ROD

& SEALANT

CURTAIN WALL

SYSTEM

METAL SILL FLASHING,

TURN UP BEHIND FRAME &

SET IN FULL BED OF

SEALANT

EXT. INT.

CONCRETE SLAB

2" 6"

3"

M .O

8'

8"

1/

2" 1'

3"

1/

2" 6'

1/ 2"

1/

2"

2' - 11 1/2"

2 1/2" 1' - 9"

2 1/2"

INSULATED GLASS

5' - 4"

B17

A-310

A

O N

N O

R T

H E

LE

V

A T

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" 10

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

24' - 0"

TRANSLUCENT PANEL

US Army Corps of Engineers ®

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CERTIFIED FINAL DESIGN SUBMISSION

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3" = 1'-0"

A-603

F15

LOUVER SILL DETAIL

3" = 1'-0"

A-603

L15

LOUVER HEAD DETAIL

3" = 1'-0"

A-603

F10

LOUVER JAMB DETAIL

3" = 1'-0"L10

LOUVER SCREEN DETAIL

1/4" = 1'-0"H1

LOUVER TYPES

3" = 1'-0"A10

DOOR HEAD/JAMB

3" = 1'-0"A15

DOOR WALL SILL

1/4" = 1'-0"

AE102

E1

STOREFRONT ELEVATION - 106A & 106B

1/4" = 1'-0"A1

WINDOW TYPE

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FOR STOREFRONT

DETAILS REFERENCE:

SILL C17/A-604

JAMB G17/A-604

HEAD K17/A-604

W

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SURFACE CLOSER,

PER DOOR

HARDWARE

TRANSOM

BAR

GLAZING,

REFER TO

ELEVATIONS FOR

TYPE

INT.EXT.

CURTAIN WALL

SYSTEM

DOOR PER SCHEDULE

RECESSED WALK-OFF MAT

DOOR FRAME PER SCHEDULE

GLAZING PER SCHEDULE

1" M

A X

1"

CONCRETE SLAB, REFER TO

STRUCTURAL

DOOR THRESHOLD PER

SCHEDULE, SET IN CONTINUOUS

BED OF SEALANT

EXTERIOR CONCRETE

PAVING

DOOR BOTTOM SEAL PER

SCHEDULE

INT.EXT.

RECESSED WALK-OFF MAT

1"

CONCRETE SLAB, REFER TO

STRUCTURAL

FINISH FLOOR MATERIAL - REFER

TO ROOM FINISH SCHEDULE

COORDINATE GRADING AT SILL WHERE

OCCURS

3/8” THICK x 9” WIDE x DOOR LENGTH

STAINLESS STEEL THRESHOLD WITH

1/4” BEVELED EDGES

SOUND DOOR COMPRESSION SEAL

SOUND DOOR AS SCHEDULED

SOUND DOOR FRAME BEYOND

OVERHEAD DOOR

GUIDE RAILS, LOCATE

TO MAINTAIN CLEAR

OPENING

OVERHEAD DOOR

REFER TO STRUCT.

SHEETS FOR

REINFORCEMENT

WALL TYPE PER PLAN

FROM HOUSING COVER ABOVE

3" MINIMUM CLEARANCE

INT.

EXT.

1/2" x 3" ANCHOR BOLTS AS

REQ'D. PER MFR.

COILING DOOR HOUSING

COVER

HOUSING SUPPORT @

EACH END

DOOR GUIDE BEYOND

WEATHER SEAL

OPENING HEIGHT PER

SCHEDULE

FLUID APPLIED AIR BARRIER TO

TURN IN TO HEAD & JAMB,

TYPICAL

EXT.

INT.

INSULATED DOOR SLATS

BOND BEAM HEADER

LINTEL BLOCK

AIR BARRIER-

EXTEND OVER

FLASHING

FLASHING

WITH WEEPS

AT 16" O.C.

BACKER ROD AND

SEALANT

STEEL ANGLE

LINTLE - REF

STRUCTURAL

OPENING HEIGHT PER

SCHEDULE

WALL TYPE PER PLAN

EXT.

INT.

WALL TYPE PER PLAN

SEALANT

BUTYL CAULK

ANCHOR BOLT

INTERIOR CASING HEADER

ASSEMBLY

BULB GASKET PREFASTENED TO

CASTING

CHANNEL TRIM

AIR BARRIER-

EXTEND OVER

FLASHING

FLASHING

WITH WEEPS

AT 16" O.C.

BACKER ROD

AND SEALANT

STEEL ANGLE

LINTLE - REF

STRUCTURAL

SOLID SURFACE SILL

GLAZED ALUMINUM

STOREFRONT SYSTEM

WALL BEYOND

VENEER

INSULATION

CMU - FURRING WHERE

OCCURS

SEALANT OVER BACKER

ROD - EACH SIDE

SLOPE FLASHING - W/

CONT. CLEAT

1/2"

3"

GLAZED ALUMINUM

STOREFRONT SYSTEM

CMU - FURRING WHERE

OCCURS

VENEER

SEALANT OVER BACKER

ROD - EACH SIDE

SOLID-SURFACE SILL

BEYOND

3"

GLAZED ALUMINUM

STOREFRONT SYSTEM

CMU VENEER BEYOND

INSULATION

SEALANT OVER BACKER

ROD - EACH SIDE

CMU - FURRING WHERE

OCCURS

VENEER

CMU BEYOND

3"

FLASHING WITH WEEPS

AT 16" O.C.

STEEL ANGLE LINTLE -

REF STRUCTURAL

US Army Corps of Engineers ®

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3" = 1'-0"F7

DOOR HEAD

3" = 1'-0"A7

DOOR SILL

3" = 1'-0"A11

DOOR SILL @ GRATE

3" = 1'-0"A1

DOOR JAMB

1 1/2" = 1'-0"F2

DOOR HEAD

GRAPHIC SCALE(S)

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

1 1/2" = 1'-0" 0 6" 1' 2'3"

1 1/2" = 1'-0"

A-310

K1

DOOR HEAD

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3" = 1'-0"C17

STOREFRONT SILL DETAIL

3" = 1'-0"G17

STOREFRONT JAMB DETAIL

3" = 1'-0"K17

STOREFRONT HEAD DETAIL

W

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_P la ns -0

F.E.C.

A-201

G1

A-202

G1

A-201

A1

A-202

A1

A1

A-301

K1

A-301

F1

A-301

A8

A-310

A-402

J8

A

B

C

A-603

E1 B17

A-310

EQUIPMENT

ALCOVE

WORK BAYS

SHOP OFFICE

SUPERVISOR

ELEC

MEN

MECHANICAL

TER

BREAK

CONTROLLED

WASTE

PARTS & TOOL

ROOMS

FLUID

DISTRIBUTION

MEN SHOWER

WOMEN SHOWER

WOMEN

JAN

BAY SAFE AISLE

EF

CIRC

FLAMMABLE

STORAGE

BATTERY

ROOM

115A

118 116 108

101B

101A

A

123B

121B

B

110A

105A

105C

200C

200D

202A 202B

200B

200A

ENTRY

VESTIBULE

115B

PUMP ROOM

VESTIBULE

106A 106B

0B

1C 2C 2C

2C

2C

2C

1C

1C

1B 0B

0B

0A

0B 0F

0D0D

0D

0D

0D

0D

0D

0F C

201A

B A A

0B

LACT

22.03

22.02

22.02

22.04

05.01

201B

11.01

22.05

0D

0G 0G 0G 0G

0G 0G

0G

0G

120B 122B

A

0C

22.05

22.05

22.05

22.05

200E

A

A

A

A

B

2C

10.02

10.16

10.0910.09

ALIGN

ALIGN

LOCATION

TYP. OF 5

10.02

05.06

110B

CAGED STORAGE

10.19

TYP

OF 3

10.19

TYP

OF 7

10.18

TYP

OF 16

10.20

TYP

OF 6

08.06

01.01

01.01 01.01

04.05

TYP. OF 4

EACH SIDE

1 HOUR FIRE RATED PARTITION

2 HOUR FIRE RATED PARTITION

**INTERIOR OF SHOP OFFICE 101 AND CIRC 104 TO BE THE FURRED, GYPSUM

BOARD SIDE OF THE PARTITION TYPES TAGGED**

2' - 0

2' - 0

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

4' - 0"

S

H E

LF

7'

0" M

A X

SOLID

BACK

PANEL

EXPOSED

BRACING

BEYOND

10.18 CLOSED

STEEL SHELVING

10.19 OPEN

STEEL SHELVING

10.20 OPEN

STEEL SHELVING

US Army Corps of Engineers ®

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1/8" = 1'-0"A1

FIRST FLOOR PLAN

LEGEND

NORTH

GRAPHIC SCALE(S)

01.01 BID OPTION C

04.05 CRANE SUPPORT PILASTER - REF TO STRUCTURAL

05.01 SCUPPER AND DOWNSPOUT WITH DOWNSPOUT BOOT TO DRAIN TO

UNDERGROUND STORM SEWER; REFER TO CIVIL SHEETS.

05.06 ROOF ACCESS LADDER AND HATCH

08.06 SECTIONAL VERTICAL LIFT OVERHEAD DOOR

09.05 METAL FLOOR GRATE. REFER TO FINISH SCHEDULE AND STRUCTURAL

10.02 BOLLARD

10.09 CORNER GUARD

10.16 AUTOMATIC EXTERNAL DEFIBRILLATOR BY GOVERNMENT. SUPPLY

BLOCKING WHERE REQUIRED. REFER TO E1 / A-540

10.18 48"W X 24"D X 73"H CLOSED STEEL SHELVING

10.19 48"W X 24"D X 73"H OPEN STEEL SHELVING

10.20 48"W X 30"D X 73"H OPEN STEEL SHELVING

11.01 OVERHEAD BRIDGE CRANE

22.02 MOP SINK

22.03 EMERGENCY EYE WASH STATION

22.04 DOUBLE WATER COOLER WITH BOTTLE FILL STATION

22.05 TRENCH DRAIN WITH SAND INTERCEPTOR. SLOPE SLAB IN DIRECTION OF

DRAIN. REFER TO PLUMBING AND STRUCTURAL

KEYED NOTES#

1/8" = 1'-0" 0 8' 16' 24'4'

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1/4" = 1'-0"L12

SHELVING TYPES

TYP

W

2Q R

R

_P la ns -0

AE103

G9

AE103

G17

1 1/2" DIA STEEL GUARD

RAIL (REMOVABLE)

1 1/2" DIA STEEL GUARD

RAIL (REMOVABLE)

CONCRETE RAMP REFER TO

STRUCTURAL DRAWINGS

CONCRETE RAMP REFER TO

STRUCTURAL DRAWINGS

E Q

4"

E Q

1 1/2" DIA STEEL GUARD

RAIL (REMOVABLE)

53' - 6" 20' - 0"

44' - 8" 20' - 0"

/2

NOTE: HOT DIP

GALVANIZE ALL STEEL

(TYP)

EQ. EQ EQ

3'

6"

4" 1'

6"

1'

8"

TOP OF

CONCRETE CURB

1 1/2" DIA. STEEL

GUARD RAIL

AE103

D15

11' - 8"

90.00° 3'

6"

4" 1'

6"

1'

8" 1 1/2" DIA. STEEL GUARD

RAIL (REMOVABLE)

1 1/2" DIA. STEEL GUARD

RAIL (REMOVABLE)

11"

5"

7"

4"

11"

1 1/2" DIA. STEEL

GUARD RAIL

(4) 1/2" DIA. EXPANSION

ANCHORS PER THE

STRUCTURAL GENERAL

NOTES W/ 3 1/4" EMBED

1/2" STEEL PLATE

2" DIA. STEEL

PIPE SLEEVE

EXPANSIN

ANCHORS

STEEL PLATE

STEEL SLEEVE, TYP

CONCRETE RAMP

WALL

NOTE: HOT DIP

GALVANIZE ALL STEEL

(TYP)

1" TYP

ELEVATION SECTION

TYP

1'

2"

1 1/2" DIA STEEL GUARD RAIL

2" DIA STEEL PIPE

SLEEVE

CONCRETE RAMP WALL

REFER TO STRUCTURAL

DRAWINGS

4"

5" x 5" GUTTER, DOWNSPOUTS DISCHARGING

INTO UNDERGROUND DRAINAGE SYSTEM

METAL ROOFING

PANEL

S.A

S.B

S.1 S.2 S.3

S.A

S.B

S.1 S.2 S.3

40' - 0"

20' - 0" 20' - 0"

S.A

S.B

S.1 S.2 S.3

NOTE: MINIMUIM CLEARANCE HEIGHTS 16'-0" ABOVE GRADE

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

S O

L

IC

IT

A

T

IO

N N

O

L .V ie rr e th e r

B

IM

/U

S A

Z T

B D

A rm y R e s e rv e A

M S

A P h o e n ix

/A M

S A

-P h o e n ix

A

I.

rv t

/1

/2

:5

:3

P

M

AE103

C O

V E

R E

D W

A S

H R

A C

K P

L A

N S

A N

D L

O A

D

IN

G R

A M

P

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

J A

C O

B S

H ig h la n d s P la z a D ri v e W

S u it e

S t.

L o u is

M

O

L V ie rr e th e r

M C o n n e r

R M e s s e l

A

U G

U S

T

CERTIFIED FINAL DESIGN SUBMISSION

A R

E A

M A

IN

T

E N

A N

C E

S U

P P

O R

T A

C T

IV

IT

Y

A M

S A

F

A C

IL

IT

Y

S A

N T

A N

V A

L L E

Y A

R

IZ

O N

A

1/8" = 1'-0"

A-201

K9

LOADING RAMP PLAN

BID OPTION F

1/2" = 1'-0"D9

TYPICAL RAIL DETAIL

1/8" = 1'-0"

AE103

G9

SOUTH ELEVATION

BID OPTION F

1/8" = 1'-0"

AE103

G17

WEST ELEVATION

BID OPTION F

1 1/2" = 1'-0"

AE103

D15

RAIL DETAIL

1 1/2" = 1'-0"K18

RAIL SECTION

NORTH

GRAPHIC SCALE(S)

1/8" = 1'-0" 0 8' 16' 24'4'

1/4" = 1'-0" 0 4' 8' 12'2'

1 1/2" = 1'-0" 0 6" 1' 2'3"

1/8" = 1'-0"

A-301

L1

COVERED WASH RACK ROOF PLAN

BID OPTION E

1/8" = 1'-0"

A-301

A1

COVERED WASH RACK FLOOR PLAN

BID OPTION E

1/8" = 1'-0"

A-301

F1

COVERED WASH RACK REFLECTED CEILING PLAN

BID OPTION E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1

/2

W

2Q R

R

_P la ns -0

LACT

SUPERVISOR

BREAK

JAN

TER

EF

ELEC

BATTERY

ROOM

FLAMMABLE

STORAGE

CONTROLLED

WASTE

PARTS & TOOL

ROOMS

105SHOP OFFICE

CIRC

ENTRY

VESTIBULE

PUMP ROOM

MECHANICAL

MEN

WOMEN

MEN SHOWER

WOMEN SHOWER

FLUID

DISTRIBUTION

VESTIBULE

BAY SAFE AISLE

WORK BAYS

EQUIPMENT

ALCOVE

PT-3

PT-3

PT-2

PT-4

PT-4

A13

IN101IN101

12.1012.10 12.10

10.09

10.09

12.10

10.08 10.04

10.05

10.06

10.05

10.06

10.08

10.08

A

B

C

A

01.102

D

01.105A

D

01.110

D

01.109

D

01.108

D

01.116

D

01.118

A

01.117

A

01.114

A

01.101

A

01.105

C

01.120

C

01.122

D

01.119

E

01.106

D

01.115

D

01.111

A

01.115A

B

01.100

C

01.120A

C

01.122A

F

01.106A

F

01.200

F

01.200A

F

01.105B

F

01.200C

F

01.200B

D

01.106B

E

01.200D

10.07

1. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING

MATERIALS/FINISHES.

2. REFER TO I-601 FOR FINISH LEGEND.

3. ALL TRANSITIONS ARE TO OCCUR AT THE CENTERLINE OF THE DOOR,

DOORWAY OR CEILING LINE, UNLESS OTHERWISE NOTED.

4. REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL

INFORMATION.

5. APPLY BASE AS SPECIFIED ON GYPSUM BOARD AND FRP WALL

FINISHES ONLY. DO NOT APPLY BASE TO CMU WALLS.

2' - 0"

1'

1/

2"

LVT-3

LVT-3

LVT-3

LVT-3

LVT-2

LVT-2

LVT-2

LVT-1

C

PLAN VIEW

ELEVATION VIEW

7’ -0

A

F F

PARTITION

6” H x 12” W x 1/8” THICK VINYL

PROJECTING PARTITON SIGN

CENTER ON CABINET BELOW

FASTENING:

USE MANUFACTURER'S

RECOMMENDED TAPE AND

SCREWS WITH WASHERS

FASTENING METHOD

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

S O

L

IC

IT

A

T

IO

N N

O

L .V ie rr e th e r

B

IM

/U

S A

Z T

B D

A rm y R e s e rv e A

M S

A P h o e n ix

/A M

S A

-P h o e n ix

A

I.

rv t

/1

/2

:5

:4

P

M

IN101

F

IN

IS

H

A N

D S

IG

N

A G

E P

L A

N

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

J A

C O

B S

H ig h la n d s P la z a D ri v e W

S u it e

S t.

L o u is

M

O

J .B o g e n s c h u tz

E .D a v is

M .W a rr in e r

A

U G

U S

T

CERTIFIED FINAL DESIGN SUBMISSION

A R

E A

M A

IN

T

E N

A N

C E

S U

P P

O R

T A

C T

IV

IT

Y

A M

S A

F

A C

IL

IT

Y

S A

N T

A N

V A

L L E

Y A

R

IZ

O N

A

NORTH

GENERAL SHEET NOTES

1/8" = 1'-0" 0 8' 16' 24'4'

KEYED NOTES#

1/8" = 1'-0"

A-201

A1

FIRST FLOOR FINISH AND SIGNAGE PLAN

1/4" = 1'-0"

IN101

A13

BREAK FLOORING PATTERN

10.04 TACKBOARD, 24" W X 36"H

10.05 TACKBOARD, 48" W X 48" H

10.06 MARKERBOARD, 48" W X 48" H

10.07 COAT HOOK

10.08 FULL LENGTH MIRROR

10.09 CORNER GUARD

12.10 INSTALL WINDOW SHADES WT-1 AT EXTERIOR WINDOWS

GRAPHIC SCALE(S)

1/4" = 1'-0" 0 4' 8' 12'2'

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1

/2

3" = 1'-0"G13

FIRE EXTINGUISHER / AED SIGN

W

2Q R

R

_P la ns -0