C2F_am6_A-122.pdf

A R

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O R C

O N

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E E S

H E

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0B1E

2S6C

0M4A

0M4A

0N4C0B6

0N4D

5M4

0M4E

C L

R11’-4 1/2 "3’-3 5/8 "

5’-9" 8’-11 1/8 "

/8

/4

C L R

1’-0" 15’-7"15’-5"

9’-3 1/8 "

8’-7 1/2 " 1’-0"

C L

R

C L

R

A411

A2

A451

A3

8’-0"

1’-0"

CLR

N2000B

N

C

N

A

N

A

N2012

N F

N2100B N2000E

N12

N2023A

C L R

U P

D N

A441

J

N

K

FE BRKT

FE BRKT

N

N

0G1

AT EXT WINDOW, UNO.

TYPICAL COLUMN DET.

FREE STANDING, UNO.

TYPICAL COLUMN DET.

A515

A4

N2011

A572

SIM

A1

EJ

EJ

A401

B4

0N4C

0N4C

97°

5°

115°

155°

9’-0"

18’-5 3/8 "

A513

A4

A513

B2

A511

C2

A511

A2

DRAWINGS

STRIP, SEE LANDSCAPE

GRAVEL MAINTENANCE

EDGE OF CANOPY ABV

RECESSED FEC

OPENING ABV

EDGE OF

CI DS BOOT CI DS BOOT

0G1

5M4

A482

DETAIL D2 ON SH A641

DETAIL SH CS501 AND

GUARD POST, SEE

CLJ

CLJ

LOCATION AND PATTERN.

TO SH A822 FOR CEILING

TRANSITION ABV. REFER

ALIGN CLJ WITH CEILING

CLJ

CLJ

ALIGN

ALIGN

CLJ

1’-0"1’-0"

1’-0"1’-0"

SIDE ONLY

CLJ, CORR

SEE SH S123

VERT GIRT,

CL

REC FEC

REC FEC

SEMI

WEST OF COL LINE MB

L.O.C. 3’-0" TO THE

CENTERLINE OF

SH FA122, LOCATE

L.O.C., REFER TO

N2106

STOR

N2105

COPY

N1

STAIR

N2100A

VEST.

N2107

OFFICE

N2100D

CORR

N2108

N2110

N2111

N2112

N2113

N2000A

N2000

N2011

N2012

ELEC

N2010

COMM

N2100B

VEST.

N1

ELEV

N2021

CONFERENCE

N2014

LOADING

AREA

N2015

N2100C

N2000B

LOBBY

SIM

2S6C

A571

B1

D3

N2104

SUPPLY

N2114

N2102

N2103

TEAM RM

N2101

N2115

COPY

N2013

AV EQPT

N2100

OPEN OFFICE

5M4A

A451

C1

0L3J

0N4C

0M6 0M4

0M4

0N4C 0N4D

0L3E

0N4D

0N4C

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/2

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REC FEC

SEMI

REC FEC

ALIGN

FE BRKT

A462

D2

0B1

0B1

1’-0"

N

N

N

N

N

N

N

N

N2101

N2103

N2104

N

N2106

N2115

N

D

/4

/4

/8

/8

/8

10’-5" VIF 10’-2 3/4 " VIF 13’-6 3/4 " VIF 17’-1" VIF 5’-7 5/8 "

2S6C

N2102

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2S6C

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MC MD ME

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M3

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M2.7

M3.3

M0.2

M0.5

ME MFME.4 ME.6ME.1 ME.9

MF

1 2 4 5

A

B

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D

US Army Corps of Engineers

Honolulu District

GRAPHIC SCALES

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C h ie f, D ra w in g c o d e

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Sheet number:

Location code:

Drawing no.

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FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

Sheet of

KEYPLAN

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NORTH

TRUE

NORTH

PLAN

N

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0 16’4’ 8’

1/8"=1’-0"SCALE:

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EALTH OF V

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G

IN

IA

LEGEND

0A4A

A

ROOF ANCHOR

AREA OF EXISTING BUILDING

EQUIPMENT TAG

DOOR SCHEDULE SEE SHEET A621.

SCHEDULE SEE SHEET A611. FOR INTERIOR

DOOR NUMBER TAG. FOR EXTERIOR DOOR

SEE SHEET A601.

PARTITION TYPE TAG. FOR PARTITON TYPES

1/8" = 1’-0"

A122

SECOND FLOOR PLAN - AREA F

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A122

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NOTES THIS SHEET

A602.

THIS SHEET AND DETAILS ON SHEET

ALUMINUM STOREFRONT. SEE NOTES

STOREFRONT KEYNOTES

NOTES THIS SHEET.

TYPICAL 3’-4" OC STOREFRONT MODULE. SEE NOTE 7 ON 3.

AS INDICATED.

PROVIDE EQUAL PANELS BETWEEN DOOR AND WALL, OR 2.

CONDITIONS.

VERIFY LEFTOVER MODULE SIZE IN FIELD BASED ON FIELD 1.

LOCKERS. SEE C3/A462.

PROVIDE TWO TYPE 1 CELL PHONE STORAGE 8.

FOR TYPICAL ELEVATION.

BETWEEN PARTITIONS AND STOREFRONT. SEE B4/A611

AND D4/A602 FOR TYPICAL DETAILS AT INTERSECTIONS

FOR MODULES OF STOREFRONT IDENTIFIED. SEE D3/A602

AS VIF (VERIFY IN FIELD). SEE STOREFRONT KEYNOTES

DEPENDENT ON STOREFRONT LAYOUT AND ARE NOTED

DIMENSIONS OF PERPENDICULAR PARTITIONS ARE

GLASS WIDTH OF 3’-2 1/4") UNLESS NOTED OTHERWISE.

WITH VERTICAL MULLIONS SPACED 3’-4"+/- OC (VISIBLE

ALUMINUM STOREFRONT TO BE 8’-2" HIGH NOMINALLY, 7.

ELEVATIONS.

DETAIL. REFER TO SH S122 AND S123 FOR SLAB ON GRADE

REFER TO SH S003 AND A531 FOR TYPICAL SLAB STEP 6.

LOCATE CL OF FEC 1’-6" FROM CORNER OF GWB, UNO.5.

SH A121 FOR LOCATION OF UTILITY TUNNEL BELOW.

FOR CLARITY, UTILITY TUNNEL IS NOT SHOWN. REFER TO 4.

REFER TO SH IN122 FOR RAF LOCATIONS.3.

REFER TO SH IN602 FOR FIN. SCHEDULE.2.

UNO.

REFER TO 1/16" PLANS FOR GRID DIMENSIONAL LAYOUT, 1.

C O

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EALTH OF V

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IN

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ARCHITECT

CORY LEE BONHAM

Lic. No. 014056

ME OR UNDER MY SUPERVISION

THIS WORK WAS PREPARED BY

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