W912BU-17-R-0032_Dwgs-AM0003.pdf

GROUND FLOOR

0"

SECOND FLOOR

14' - 7 1/2"

ROOF LEVEL

28' - 8 1/2"

M-H

GYM ROOF

25' - 6 1/2"

M-GM-G.3 M-F.7 M-F M-E.3 M-E M-D M-C M-BM-H.4M-I D7

AE310

DOUBLE ROW SOLDIER COURSE

(MODULAR) BRICK BAND

(FIELD COLOR)

VENEER MODULAR FACE BRICK WITH CAVITY

WALL ASSEMBLY (FIELD COLOR)

E8 / A

E4

B8 / A

E4

M-C.5 M-B.9

M.S. T.O. PARAPET

20' - 0"

E.S. T.O. PARAPET

33' - 6"

M-D.6

EXTERIOR BLAST RESISTANT ALUMINUM

WINDOW SYSTEM WITH INSULATED /

LAMINATED GLAZING (TYPICAL)

A6

AE433

BUILDING BEYOND

PRECAST CONCRETE BAND AND

PARAPET CAP (SEE WALL SECTIONS

FOR ADDITIONAL DETAILS)

EXTERIOR LIGHT FIXTURE

(SEE ELECTR. DWGS.)

VENEER BRICK HEADER (SODIER COURSE) AND BASE

(STANDARD) (ACCENT COLOR 2), 1" RECESSED.

PREFINISHED METAL LEADER AND COLLECTOR

HEAD TIED TO STORM DRAINAGE (SEE CIVIL DWGS.)

BRICK VENEER (ACCENT COLOR 1) BELOW

PRECAST BAND/ WATERTABLE

BUILDING BEYOND

PREFINISHED METAL LOUVERED

ROOF SCREEN (HEIGHT TO B

DETERMINED TO HIDE ALL

MECHANICAL EQUIPMENT

(DESIGN BY SPECIALTY ENGINEER)

PAINTED METAL EXTERIOR DOORS

BRICK CONTROL JOINT (TYP.)

BRICK CONTROL JOINT (TYP.)

SF22SF22SF22 SF22

SF01 SF01

SF11 SF24 SF25SF24 SF22SF22 SF24

SF11 SF14 SF15

1'- 8"

7'- 8"

1'- 4"

5'- 7"

5" 3'-

4"

2'-0"

A1

AE434

4'-0"

TYP.

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

TYP.

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

V.I.F.

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

'-0

EQ EQ EQ EQ EQ EQ

'-0

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

TYPICAL PANEL SPACING

9'-6" 11'-10" 8'-0"

TYP.

4'-0" 4'-0" 4'-0" 4'-0" 4'-8"

(PANEL)

6'-4" 3'-4"

FOR SINGLE PRECAST PANEL SEGMENT

DIMENSIONS REFER TO ENLARGED FLOOR PLANS

V.I.F.

4'-0"

REFER TO ENLARGED ROOF PLANS FOR LEADER LOCATIONS

GROUND FLOOR

0"

SECOND FLOOR

14' - 7 1/2"

ROOF LEVEL

28' - 8 1/2"

CDF B AD7

AE431

A7

AE431GM-A

SLOPED PREFINISHED METAL

STANDING SEAM ROOF SYSTEM

VENEER MODULAR FACE BRICK

WITH CAVITY WALL ASSEMBLY

(FIELD COLOR)

DOUBLE ROW SOLDIER COURSE

(MODULAR) BRICK BAND

(FIELD COLOR)

EXTERIOR BLAST RESISTANT ALUMINUM

STOREFRONT / ENTRANCE SYSTEM WITH

LAMINATED INSULATED GLAZING (TYPICAL)

SLOPED PREFINISHED METAL

STANDING SEAM ROOF SYSTEM

E8 / A

E4

B8 / A

E4

PREFINISHED METAL WALL PANEL

SYSTEM (FINISH TO MATCH ROOF

AT THIS AREA)

PREFINISHED METAL LOUVER

SYSTEM FOR EXHAUST / INTAKE

(SEE MECH. DWGS.)

SERVICE YARD

CHILLER ENCLOSURE WITH

REINFORCED MASONRY

WALL , BRICK VENEER AND

PRECAST CAP

CONCRETE RAMP AND STAIR

ACCESS TO ELEVATED STAGE

WITH GALVANIZED METAL

GUARD AND HANDRAIL

VENEER MODULAR FACE BRICK

WITH CAVITY WALL ASSEMBLY

(FIELD COLOR)

PREFINSHED METAL GUTTER

SYSTEM AND DOWNSPOUTS AT

FULL PERIMETER EAVE OF ROOF

F.1 E.4 E.1 C.2 B.8 A.9

M.S. T.O. PARAPET

20' - 0"

E.S. T.O. PARAPET

33' - 6"

E

EXTERIOR BLAST RESISTANT ALUMINUM

WINDOW SYSTEM WITH INSULATED /

LAMINATED GLAZING (TYPICAL)

VENEER MODULAR BRICK

ENTRY FACADE

(ACCENT BRICK 1)

PRECAST CONCRETE CAP

DOUBLE ROW SOLDIER COURSE

(MODULAR) BRICK BAND

(FIELD COLOR)

PAINTED METAL DOOR (4'-0" WIDE) FOR

KITCHEN SERVICE ACCESS

(PROVIDE REQUIRED VISION ACCESS AND A.I.

PHOINE FOR DELIVERY NOTIFICATION)

PROVIDE RAIN DRIP AT ALL EXTERIOR

UNPROTECTED DOORS

GYMNASIUM BEYOND

PREFINISHED METAL GUTTER AND DOWNSPOUT

(FINISH TO MATCH METAL ROOF SYSTEM)

BRICK CONTROL JOINT (TYP.)

VENEER MODULAR FACE

BRICK WITH CAVITY WALL

ASSEMBLY (FIELD COLOR)

BRICK VENEER (ACCENT COLOR 1) BELOW

PRECAST BAND/WATER TABLE

VENEER BRICK HEADER (SOLDIER COURSE) AND

BASE (STANDARD) (ACCENT COLOR 2), 1" RECESSED

SF24

SF31

SF30

PRE-CAST CONCRETE BAND AND

PARAPET CAP

1'- 1"

5'- 1"

1'- 4"

5'- 7"

5" 3'-

4"

1'- 4"

1'- 4"

9'- 4"

4'-0"

TYP. PANEL SPACING

4'-0" 4'-0"

'-0

6'-0"

4'-0" V.I.F.

4'-4"4'-0"

TYP. PANEL SPACING

4'-0" 4'-0"

7'-2 1/2"17'-0"12'-2"

15'-0"

PRE-FINISHED METAL CANOPY STRUCTURE,

BY SPECIALTY ENGINEER

2'-0"4'-0" 4'-0" V.I.F.

5'-4 1/4"

FOR SINGLE PRECAST PANEL SEGMENT

DIMENSIONS REFER TO ENLARGED FLOOR PLANS

4'-0" V.I.F.

4'-4"

REFER TO ENLARGED ROOF

PLANS FOR LEADER LOCATIONS

25'-0"

7'-4" 7'-4" 7'-4"

8 3 /4"

5 1 /2"

'-9

3/ 4"

NEW PRE-ENGINEERED

ALUMINUM CANOPY SYSTEM

WITH LIGHTS MOUNTED ON

COLUMNS @ LOADING AREA

22' - 0"

MASONRY T.O.

PARAPET

PREFINISHED METAL LOUVER SYSTEM

FOR EXHAUST / INTAKE

(SEE MECH. DWGS.)

L01

L02

AB

C

D E

F

SHADED IN GRAY

FOR CLARITY

4'-0"

TYP. PANEL SPACING

4'-0" 4'-0" 4'-0" 4'-0" 4'-0" V.I.F.

4'-4"

14'-2"

GROUND FLOOR

0"

SECOND FLOOR

14' - 7 1/2"

TOP OF FOOTING

-2' - 0"

12 13

M.S. T.O. PARAPET

20' - 0"

SHADED IN GRAY

FOR CLARITY

VENEER MODULAR

FACE BRICK WITH

WALL ASSEMBLY

(FIELD COLOR)

DOUBLE ROW SOLDIER

COURSE (MODULAR)

BRICK BAND FIELD COLOR

PRE-CAST CONCRETE

CAP

PAINTED METAL DOOR (6'-0" WIDE)

PROVIDE RAIN DRIP AT ALL

EXTERIOR UNPROTECTED DOORS

1'- 4"

1'- 4"

9'- 4"

M-C.6NEW PRE-ENGINEERED

ALUMINUM CANOPY SYSTEM

WITH LIGHTS MOUNTED ON

COLUMNS

GROUND FLOOR

0"

SECOND FLOOR

14' - 7 1/2"

TOP OF FOOTING

-2' - 0"

M-04

M.S. T.O. PARAPET

20' - 0"

SHADED IN GRAY

FOR CLARITY

4'-0" 4'-0" V.I.F.

3'-4"

SHADED IN GRAY

FOR CLARITY VENEER MODULAR

FACE BRICK WITH

WALL ASSEMBLY

(FIELD COLOR)

DOUBLE ROW SOLDIER

COURSE (MODULAR)

BRICK BAND FIELD COLOR

EXT. LIGHT FIXTURE

(SEE ELECTR. DWGS.)

PRE-CAST CONCRETE

BAND AND PARAPET CAP

BRICK VENEER (ACCENT

COLOR 1) BELOW PRE-

CAST BAND/ WATER TABLE

1'- 4"

5'- 7"

5" 3'-

4"

6'-8"

4'-0"4'-0"4'-0" V.I.F.

1'-4"

SHADED IN GRAY

FOR CLARITYVENEER MODULAR

FACE BRICK WITH

WALL ASSEMBLY

(FIELD COLOR)

DOUBLE ROW SOLDIER

COURSE (MODULAR)

BRICK BAND FIELD COLOR

EXT. LIGHT FIXTURE

(SEE ELECTR. DWGS.)

PRE-CAST CONCRETE

BAND AND PARAPET CAP

BRICK VENEER (ACCENT

COLOR 1) BELOW PRE-CAST

BAND/ WATER TABLE

V.I.F.

2'-10"

4'-0" V.I.F.

4'-9"

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

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TE

D B

Y:

SI

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IS

SU

E D

AT

E :

C O

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TR

AC

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N O

SO

L I

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AT

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N N

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M Y

C O

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C H

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D B

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US Army Corps of Engineers ®

D

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F

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2 3 4 5 6 7 8 9 10

M . E

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READY TO ADVERTISE SUBMITTAL

FI

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C:\Diana BIM\1542_Dover\1542_WEDM_ARCH CENTRAL_V15_DdC.rvt

2/9/2018 1:39:26 PM

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AE422

EN

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IN

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VA

T I

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EA

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AD

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D ov er A ir Fo rc e

Ba se

, D ov er , D e l aw ar e

W el ch E le m en ta ry S ch o o l / D ov e r

A ir

Ba s e

M id dl e

Sc ho ol

FY

R ep la ce m en t R ea dy to A dv er tis e

Su bm itt al

W

ES

D

AB

M S-

AE

2.

dw g

1/8" = 1'-0"AE422

E8 OVERALL EAST BUILDING ELEVATION

1/8" = 1'-0"AE422

B8 OVERALL EAST BUILDING ELEVATION

04 8 16268

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

04 8 16268

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

1/8" = 1'-0"AE422

A5 L/DING RAMP ELEV S. SIDE

1/8" = 1'-0"AE422

A7 L/DING RAMP ELEV NORTH SIDE

1/8" = 1'-0"AE422

A1 MS EXT @ G/L M-D.6

1/8" = 1'-0"AE422

A4 MS ENTRY NORTH SIDE

1/8" = 1'-0"AE422

A2 MS ENTRY S. SIDE

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E a E

XT

ER

IO

R

W

AL

L

FI

N

IS

H C

LA

R

IF

IE

D

FE

B a

E-02

G

AE460

NOTE:

1. ELEVATOR BASE OF DESIGN:

THYSSENKRUPP ENDURA 3,000 lbs.

125 FPM, SIDE OPENING DOOR.

2. COORDINATE WITH ELEVATOR

MANUFACTURER FOR ALL CLEAR

DIMENSIONS INCLUDING HOISTWAY, PIT

AND MACHINE ROOM REQUIREMENTS.

CL

EA

R

OP

EN

IN

G 3'-

6"

RO

UG

H

OP

EN

IN

G 4'-

9"

CL

EA

R

HO

IS

TW

AY

8'-

4"

7'- 0"

PLATFORM

5'-7"

CLEAR HOISTWAY

6'-3"

IN

T.

C

LE

AR

W

ID

TH

6'- 8"

INT. CLEAR DEPTH

4'-9"

E-02

G

AE460

3'- 6"

RO

UG

H

OP

EN

IN

G 4'-

9"

CL

EA

R

HO

IS

TW

AY

8'-

4"

7'- 0"

PLATFORM

5'-7"

CLEAR HOISTWAY

6'-3"

IN

T.

C

LE

AR

W

ID

TH

6'- 8"

INT. CLEAR DEPTH

4'-9"

NOTE:

ELEVATOR BASE OF DESIGN:

THYSSENKRUPP ENDURA 3,000 lbs.

125 FPM, SIDE OPENING DOOR.

1'-6" 8"

PROVIDE TERMINATION BAR IN

ACCORDANCE WITH

MANUFACTURER'S

RECOMMENDATIONS

GRACE 'HYDRODUCT 220'

DRAINAGE PROTECTION BOARD

GRACE 'BITUTHENE'

MEMBRANE AGAINST PIT WALL

CAST -IN-PLACE CONCRETE

FOOTING - SEE STRUCTURAL DWGS.

FOR ALL REINFORCING AND SLAB

INFORMATION

18" X 18" X 18" DEEP SUMP PIT

W/ ALUM. GRATE TOP AND

EXPLOSION PROOF SUBMERSIBLE

SUMP PUMP WITH 2" MIN LINE TO

CATCH BASIN, SEE PLUMB DWGS.

CONTRACTOR TO COORDINATE

CONNECTIONS

PI

T

D

EP

TH

FO

UN

DA

TIO

N

SE

E

ST

RU

CT

. D

W

GS

COORDINATE ROUGH OPENING AND

ALL DIMENSIONS WITH ELEVATOR

MANUFACTURER'S SHOP DRAWINGS

VAPOR BARRIER

16" GALVANIZED

STEEL LADDER

WITH ANTI SLIP RUNGS

"XYPEX" OR EQUAL

CRYSTALLINE

WATERPROOFING

TREATMENT ON TOP OF SLAB &

ELEVATOR PIT WALLS

OVERLAP MEMBRANES 6" MIN.

CONTINUOUS BUTYL

RUBBER WATER

STOP SYSTEM AT KEYED

JOINT

GRACE 'HYDRODUCT 220'

DRAINAGE PROTECTION BOARD

SLOPE 1/16"

PER FOOT.

T.O.F.F.

GROUND FLOOR

EL: 0'-0" (SEE CIVIL DWGS.)

1'- 6"

AE460

A1

8" 1'-2"

8" 7"

PIT LADDER

1'-4"

4'- 0"

M

AX

TY

P.

1'-

0"

PI

T

D

EP

TH

DO

OR

E

LE

VA

TI

ON

7/8" DIAMETER GALVANIZED

STEEL RUNGS @ 12" O.C

WITH ANTI-SLIP TOPS

211/2" X 1/2" GALVANIZED

STEEL SIDE RAILS

STAINLESS STEEL DOOR JAMB

ALIGN THRESHOLD W/

ELEVATOR SILL

1/2" METAL THRESHOLD

ELEVATOR METAL SILL

4" X 4-3/8" THICK STEEL ANGLES

METAL COVER PLATE, TYP.

BENT STEEL PLATE, TYP.

FACE OF ELEVATOR PIT

3" X 2" X 2-1/2" STEEL BENT PLATE

WELDED TO LADDER AND BOLTED TO

FLOOR WITH 1/2" EXPANSION BOLTS, TYP.

ELEVATOR DOOR, TRACK, AND DUST

PLATE ASSEMBLY

GROUND FLOOR

ELEV: 0'-0"

6"

CONCRETE / MASONRY WALL; SEE

STRUCTURAL

STAINLESS STEEL DOOR FRAME

WALL FINISH; SEE FINISH SCHEDULE

AND WALL TYPES

ELEVATOR DOOR, TRACK, AND DUST

PLATE ASSEMBLY

GROUT WALL SOLID

STAINLESS STEEL DOOR FRAME

B.O. ROUGH OPENING

ELEV: +8'-6"

B.O. HEADER

ELEV: +8'-0

R.

O.

GROUND FLOOR

0"

SECOND FLOOR

14' - 7 1/2"

TOP OF FOOTING

-2' - 0"

ROOF LEVEL

28' - 8 1/2"

GYM ROOF

25' - 6 1/2"

M.S. T.O. PARAPET

20' - 0"

E.S. T.O. PARAPET

33' - 6"

DR

AW

IN

GS

SE

E

ST

RU

CT

GALVANIZED STEEL LADDER

WITH ANTI-SLIP RUNGS

'-4

" O

VE

RH

EA

D

NOTE:

ELEVATOR BASE OF DESIGN:

THYSSENKRUPP ENDURA 3,000 lbs, 125 FPM, SIDE OPENING DOOR.

SAFETY BEAM AS REQUIRED

BY OSHA 1926.502

(REMOVE IF REQUIRED.)

CE

IL

IN

G

HE

IG

HT

7'-

4"

UN

DE

R

CR

OS

SH

EA

D

9'- 0"

CONCRETE SLAB ON

VAPOR BARRIER ON WELL

COMPACTED FILL, TYP.

MOUNT RAIL BRACKETS

AT 1'-4" BELOW EACH

FINISHED FLOOR LEVEL.

CL

EA

R 7'-

0"

'-7

1/ 2"

T

RA

VE

L

DI

ST

AN

CE

8'- 8"

R

OU

GH

O

PE

NI

NG

COORDINATE

ELEVATOR ROUGH

OPENING WITH

MANUFACTURER'S

SHOP DRAWINGS.

LOCATION OF ELEVATOR

SHAFT VENTILATION

PENTHOUSE CENTERED ON

TOP OF ELEVATOR SHAFT.

PI

T

DE

PT

H 4'-

0"

CL

EA

R 7'-

0"

8'- 8"

R

OU

GH

O

PE

NI

NG

AE460

E4

AE460

E1

AE460

E1

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

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D B

Y:

SI

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IS

SU

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E :

C O

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N N

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U .S

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US Army Corps of Engineers ®

D

C

B

A

AN

SI

D

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F

G

2 3 4 5 6 7 8 9 10

M . E

H R

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N

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SH

M . G

AR

C

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M . M cG U

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READY TO ADVERTISE SUBMITTAL

FI

LE

N

AM

E:

C:\Diana BIM\1542_Dover\1542_WEDM_ARCH CENTRAL_V15_DdC.rvt

2/12/2018 11:20:13 AM

JU

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EN

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D ov er A ir Fo rc e

Ba se

, D ov er , D e l aw ar e

W el ch E le m en ta ry S ch o o l / D ov e r

A ir

Ba s e

M id dl e

Sc ho ol

FY

R ep la ce m en t R ea dy to A dv er tis e

Su bm itt al

W

ES

D

AB

M S-

AE

0.

dw g

1/4" = 1'-0"AE460

A8 ENLARGED FIRST FLOOR PLAN - ELEVATOR

1/4" = 1'-0"AE460

D8 ENLARGED SECOND FLOOR PLAN - ELEVATOR

1/2" = 1'-0"AE460

E4 ELEVATOR PIT DETAIL

1 1/2" = 1'-0"AE460

C1 ELEVATOR PIT LADDER PLAN

1 1/2" = 1'-0"AE460

A1 ELEVATOR PIT DETAIL

1 1/2" = 1'-0"AE460

E1 ELEVATOR DOOR HEAD DETAILS

1/4" = 1'-0"AE460

4 ELEVATOR SECTION

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E a N

O

TE

R

EV

IS

E

D T

O

IN

D

IC

A

TE

C O

N C

R

ET

E

M

AS

O N

R Y

W

AL

L

FE

B

NOTE

VERIFY ALL CABINET

DIMENSIONS,

MODEL NUMBERS, AND

SIZES WITH

SPECIFICATIONS, TYP.

MA

X

TO

N

OZ

Z L

E (4

4"

IF

B

EH

IN

F

CO

UN

TE

R )

4'- 0"

F

RO

M

TO

P

OF

F .F

8" NOMINAL CMU

BLOCK

4" NOMINAL CMU

BLOCK

2'- 2"

R

OU

GH

O

PE

NI

NG

IN

SI

DE

D

IM

EN

SI

ON

2'-

0"

SECTION

2'- 2"

R

OU

GH

O

PE

NI

NG

(IN

SI

DE

D

IM

EN

SI

ON

2'-

0"

MA

X

TO

N

OZ

Z L

E (44

" I F

BE

HI

ND

C

OU

NT

ER

4'- 0"

F

RO

M

TO

P

OF

F .F

5/8" GYPSUM WALL BOARD

OVER 3 5/8" METAL STUD

FRAMING. SEE FLOOR PLAN FOR

DIMENSIONS AND WALL TYPES,

TYP.

FIRE EXTINGUISHER AND RATED

CABINET (TYP)

1'-1" (OUTSIDE)

9 1/2" (INSIDE)

10 1/2" ROUGH OPENING10 1/2" ROUGH OPENING

INSIDE

9 1/2"

OUTSIDE

1'-1"

MASONRY BLOCK

CONTINUOUS

BITUMINOUS

DAMPPROOFING

MASONRY BLOCK

CONTINUOUS

BITUMINOUS

DAMPPROOFING

COMPRESSIVE

INSULATION

BRICK VENEER

CONTINUOS

SEALANT ON

BACKER ROD

BRICK VENEER

FOAM RUBBER

EXPANSION JOINT

FILLER

BRICK EXPANSION JOINT DETAIL

BRICK CONTROL JOINT DETAIL

NOTE: REFER TO FLOOR PLANS

AND WALL TYPES FOR RATED

CONSTRUCTION

AIR SPACE

AIR SPACE

NOTE: REFER TO FLOOR PLANS

AND WALL TYPES FOR RATED

CONSTRUCTION

BRICK TIE, TYP.

BRICK VENEER FACING,

SEE ELEVATIONS

FOR PATTERN, TYP.

AIR SPACE

RIGID INSULATION EXTERIOR

C.M.U./ CONCRETE WALL, STEEL COLUMN, & CONCRETE

ENCASEMENT (REFER TO STRUCT. DWGS.)

CONTINUOUS DAMP-

PROOFING/ AIR BARRIER

METAL STUD FRAMING AND GYP BOARD (REFER

TO FINISH SCHEDULES AND WALL TYPES) INTERIOR

SE

E

EN

LA

RG

. P

LA

N

2"

2" EXP. JOINT

(REFER TO STRUCT.)

MTL. STUD FRAMING,

VERT. @ 12" O.C. TO

SUPPORT BRICK FACING.

EXP. JT. FILLER

(TYP.)

2"2"

F

F.1

2 3 /4"

EXTERIOR

METAL STUD FRAMING, GYP

BOARD & FINISH (REFER TO FINISH

SCHEDULES AND WALL TYPES)

INTERIOR

FIELD -CUT BRICKS

SO AS TO ACCOMODATE TO

ANGLE (STAGGERED CORNER)

BRICK TIE, TYP.

AIR SPACE

RIGID INSULATION

C.M.U./ CONCRETE WALL/STEEL COLUMN

(REFER TO STRUCT. DWGS.)

CONTINUOUS DAMP-

PROOFING/AIR BARRIER

G

100.00°

2"

2" 9"

4"

C.2

METAL STUD FRAMING AND GYP

BOARD (REFER TO FINISH

SCHEDULES AND WALL TYPES)

INTERIOR

INTERIOR

BRICK TIE, TYP.

BRICK VENEER FACING,

SEE ELEVATIONS

FOR PATTERN, TYP.

AIR SPACE

RIGID INSULATION

EXTERIOR

C.M.U./ CONCRETE WALL

(REFER TO

STRUCT. DWGS. FOR

REINFORCING & DETAILS)

CONTINUOUS DAMP-

PROOFING/AIR BARRIER

DOOR JAMB

DOOR JAMB

SE

E

EN

LA

RG

. P

LA

N

M02 INTERIORINTERIOR

EXTERIOR

STRUCTURAL STEEL COLUMN

ENCASED IN CONCRETE

(REFER TO STRUCTURAL)

EXTERIOR METAL WALL PANEL SYSTEM, TYP.

RIGID INSULATION

BRICK TIE, TYP.

MTL. PANEL FLASHING, TYP.

BRICK VENEER FACING,

SEE ELEVATIONS

FOR PATTERN, TYP.

AIR SPACE

CONTINUOUS DAMP-

PROOFING / AIR BARRIER

C.M.U./ CONCRETE WALL

(REFER TO STRUCT. DWGS.)

INTERIOR WALL FINISH ON METAL

STUD FRAMING, REFER TO FINISH

SCHEDULES AND WALL TYPES

2"

2"

1'-4"

1'- 4"

9"

9"

2"

INTERIOR

INTERIOR

EXTERIOR

EXTERIOR

METAL STUD FRAMING AND GYP

BOARD (REFER TO FINISH

SCHEDULES AND WALL TYPES)

C.M.U./ CONCRETE WALL (REFER

TO STRUCT. DWGS. FOR

REINFORCING & DETAILS)

BRICK TIE, TYP.

AIR SPACE

RIGID INSULATION

CONTINUOUS DAMP-

PROOFING/AIR BARRIER

DOOR JAMB

1"

BRICK VENEER FACING,

SEE ELEVATIONS

FOR PATTERN, TYP.

DOOR JAMB

BACKEROD & SEALANT,

BOTH SIDES, TYP.

SE

E

EN

LA

RG

. P

LA

N

METAL STUD FRAMING AND GYP BOARD (REFER

TO FINISH SCHEDULES AND WALL TYPES)

INTERIOR

INTERIOR

INTERIOR

BRICK TIE, TYP.

BRICK VENEER FACING,

SEE ELEVATIONS

FOR PATTERN, TYP.

AIR SPACE

EXTERIOR

C.M.U./CONCRETE WALL

(REFER TO STRUCT. DWGS.

FOR REINFORCING &

DETAILS)

CONTINUOUS DAMP-PROOFING/AIR BARRIER

DOOR JAMB

RIGID INSULATION

BACKEROD & SEALANT

INTERIOR

M02

STRUCTURAL STEEL COLUMN

ENCASED IN CONCRETE

(REFER TO STRUCTURAL)

EXTERIOR METAL WALL

PANEL SYSTEM, TYP.

RIGID INSULATION

BRICK TIE, TYP.

MTL. PANEL FLASHING, TYP.

BRICK VENEER FACING,

SEE ELEVATIONS

FOR PATTERN, TYP.

AIR SPACE

CONTINUOUS DAMP-

PROOFING / AIR BARRIER

C.M.U./ CONCRETE WALL

(REFER TO STRUCT. DWGS.)

INTERIOR WALL FINISH ON METAL

STUD FRAMING, REFER TO FINISH

SCHEDULES AND WALL TYPES

FIELD -CUT BRICK SO AS TO

ALLOW UNIFORM VERTICAL SEAL

EXTERIOR

1'-4"

1'- 4"

2"

INTERIOR WALL FINISH ON METAL

STUD FRAMING, REFER TO FINISH

SCHEDULES AND WALL TYPES

C.M.U./ CONCRETE WALL

(REFER TO STRUCT. DWGS.)

9" 9"

1/2

1/2

GL

GL

2" 2"

STRUCTURAL STEEL COLUMN

ENCASED IN CONCRETE

(REFER TO STRUCTURAL)

INTERIOR WALL FINISH ON METAL

STUD FRAMING, REFER TO FINISH

SCHEDULES AND WALL TYPES

C.M.U./ CONCRETE WALL

(REFER TO STRUCT. DWGS.)

1/2

1/2"1/2"

1/2

GL

GL

STRUCTURAL STEEL COLUMN

ENCASED IN CONCRETE

(REFER TO STRUCTURAL)

2"

2" 9"

9"

SHEET ID

D R

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B Y:

D

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B Y:

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US Army Corps of Engineers ®

D

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2 3 4 5 6 7 8 9 10

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READY TO ADVERTISE SUBMITTAL

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C:\Diana BIM\1542_Dover\1542_WEDM_ARCH CENTRAL_V15_DdC.rvt

2/9/2018 1:39:41 PM

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Ba se

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W el ch E le m en ta ry S ch o o l / D ov e r

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1" = 1'-0"AE502

C8 RECESSED FIRE EXTINGUISHER

3" = 1'-0"AE502

A8 CONTROL JOINT EXPANSION

1 1/2" = 1'-0"AE502

A1 PL. DET. ENTRY PORCH COLUMN

1 1/2" = 1'-0"AE502

C1 P. D. BRICK ANGLED CORNER INT.

1 1/2" = 1'-0"AE502

E1 PL.DET. BRICK BETWEEN DOORS

1 1/2" = 1'-0"AE502

E3 PL. DET. BRICK, MTL. PANEL

1 1/2" = 1'-0"AE502

C3 PL. DET. BRICK, CORRIDOR

1 1/2" = 1'-0"AE502

A3 PL. DET. BRICK & CORRIDOR 1G06

1 1/2" = 1'-0"AE502

E5 PL. DET. BRICK, MTL. PANEL

1 1/2" = 1'-0"AE502

C5 PL. DET. AT STEEL COLUMN- TYP

1 1/2" = 1'-0"AE502

A5 P. D. AT STEEL COLUMN_CORNER

M

AR

K D

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C

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IP

TI

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T O

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0'- 8"

VA

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- S

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P

LA

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0'- 8"

VARIES (SEE SITE PLAN)

PRE-ENGINEERED ALUMINUM

CANOPY SYSTEM WITH ALUMINUM

DECK BY WALKWAY

MANUFACTURER

4"x6" MIN. ALUMINUM GUTTER WET

BEAM

4"x8" MIN. ALUMINUM COLUMN, TYP.

SURFACE-MOUNTED LIGHT FIXTURES

FLUSH TO COLUMNS, WHERE

OCCURS, TYP.

(SEE ENLARGED SITE PLANS AND

COORDINATE WITH ELECT. DWGS.)

LINE OF ALUMINUM COVERED

WALKWAY CANOPY ABOVE

TY

P.

0'- 8"

CONC. SLAB ON WELL COMPACTED

FILL; REFER TO CIVIL AND

SCTRUCTURAL DRAWINGS

DRAIN CONNECTION TO STORM

WATER SYSTEM;

REFER TO CIVIL DRAWINGS

8" TALL UNMOUNTABLE CONC.

CURB; REFER TO CIVIL DRAWINGS

4"X8" MIN. ALUMINUM

GUTTER WET BEAM

SURFACE-MOUNTED LIGHT

FIXTURES WITH METAL

CONDUIT COVER TUBE

FLUSH TO COLUMN EDGES,

WHERE OCCURS, TYP. (SEE

ENLARGED SITE PLANS

AND COORDINATE WITH

ELECT. DWGS.)

4"X8" MIN. ALUMINUM COLUMN

PRE-ENGINEERED ALUMINUM

CANOPY SYSTEM; DESIGN BY

SPECIALTY ENGINEER

VARIES (SEE PLAN)

EQ.EQ.

GROUND FLOOR

ELEV. +0'-0"

B.O. CANOPY BEAM

VARIES (SEE ELEVATIONS)

SECTION

PLAN

NOTES:

1. ALUMINUM WALKWAY COVERS TO BE DESIGNED AND DETAILED

BY THE ALUMINUM COMPANY MANUFACTURER/INSTALLER.

SPECIALTY ENGINEER IN ACCORDANCE WITH SPECIFICATIONS.

ENGINEERED SHOP DRAWINGS AND CALCULATIONS ARE TO BE

DESIGNED, SIGNED AND SEALED BY REGISTERED STRUCTURAL

ENGINEER.

2. MIN. WIND SPEED OF 120 MPH AND IMPORTANCE FACTOR OF

1.5 TO BE USED IN DESIGN.

3. DRAINAGE OUTLETS AND WEEP HOLE SMAY VARY AS FINISHED

GRADE VARIES. WEEP HOLES SHALL BE 6" FROM HIGHEST FINISH

GRADE ONLY.

4. CONTRACTOR TO COORDINATE WITH ELECTRICAL DRAWINGS FOR

ALL LIGHT LOCATIONS AND INSTALLATIONS.

5. TO PREVENT LEAKAGE, ALL FASTENERS FOR ELECTRICAL CONDUIT

SHALL BE ON DRY COLUMNS AND DECK LIDS.

6. THE MINIMUM CLEAR WIDTH BETWEEN WALKWAY SUPPORT

COLUMNS IS SIX FEET.

7. THE MINIMUM DISTANCE FROM THE PEDESTRIAN SIDE OF THE

OUTSIDE OF THE WALKWAY COVER IS 12 INCHES.

8. THE MINIMUM SEPARATION BETWEEN THE ADJACENT EDGE OF

PAVEMENT OR CURB FACE AND THE NEAR FACE OF THE WALKWAY

COLUMN IS 24 INCHES.

SLOPE SLOPE

ALUMINUM COLUMN

CONCRETE SIDEWALK &

FOOTINGS TO BE DESIGNED BY

SPECIALTY ENGINEER

MIN.

0'-7"

BY WALKWAY MANUF.

SECTION

THICKENED SLAB EDGE

BEYOND

DRAIN AND DRAIN

CONNECTION, SEE CIVIL

DRAWINGS

SCUPPER AND

DEFLECTION PLATE

WELDED TO BOTTOM OF

COLUMN

0'- 2"

1'- 0"

4"X8" MIN. ALUMINUM COLUMN

SECTION

8"x8"x14" STYRO-BLOCK

GROUT = MIN. 4,000 LB.

CONCRETE AT 28 DAYS

CONCRETE SIDEWALK &

FOOTINGS TO BE DESIGNED BY

SPECIALTY ENGINEER

THICKENED SLAB EDGE

BEYOND

BY WALKWAY MANUF.

SLOPE 1/2" TO DRAIN

MIN. (2) #4 BARS FROM

THICKENED SLAB EDGE

ABOVE

5" MIN.

0'- 8"

2'- 0"

1'- 0"

0'- 2"

PLAN

LINE OF COVERED

WALKWAY ROOF ABOVE

VA

RI

ES8" MIN.

0'- 2"

4" M

IN

4" x 8" ALUMINUM STRUCTURAL

COLUMN (TYP.)

2" x 4" COLUMN COVER TUBE

NOTE:

LOCATE LIGHT FIXTURES PER ELECTRICAL

DRAWINGS. REFERENCE IS PROVIDED FOR COLUMN

LOCATION ONLY AND COVER PLATE FOR SURFACE

MOUNTED CONDUIT AS REQUIRED TO MEET FIELD

CONDITIONS. LIGHT FIXTURE LOCATED AT

EVERY OTHER COLUMN (TYP.)

LIGHT CONDUIT AT COLUMN TUBE

AT EVERY OTHER COLUMN. REFER

TO ENLARGED SITE PLANS FOR

LOCATION

SURFACE MOUNTED LIGHT

FIXTURE (ABOVE) WITH WATER

PROOF RACEWAYS IN ENCLOSED

COLUMN COVER, TYP.

REFER TO ENLARGED SITE

FLOOR PLANS FOR LOCATIONS

ALUM. DECK

LIGHT CONDUIT AT

UNDERSIDE OF ALUM. DECK

WITH SIDE ATTACHMENT

ALUM. STRUCT. BEAM

BEYOND (TYP.)

PLAN

LIGHT FIXTURE FLUSHED

TO UNDERSIDE OF ALUM.

DECK, SEE ELEC. DWGS.

NOTE:

LOCATE LIGHT FIXTURES PER ELECTRICAL DRAWINGS.

REFERENCE IS PROVIDED FOR COLUMN LOCATION

ONLY AND COVER PLATE FOR SURFACE MOUNTED

CONDUIT AS REQUIRED TO MEET FIELD CONDITIONS.

4" O.D. POST

1-5/8" O.D. PIPE (TYP.)

'-0

BACKSTOP NOTES:

ALL HORIZONTAL RAILS AND CANOPY FRAMING MEMBERS SHALL BE 1-

5/8" O.D. PIPE UNLESS OTHERWISE NOTED.

WELD ALL CONNECTIONS ON CANOPY AND SUPPORTING MEMBERS FOR

RIGIDITY AFTER ASSEMBLY AND ERECTION WITH FITTING AND

MECHANICAL FASTENERS ARE MADE. WIRE BRUSH ALL WELDS AND

PAINT WITH GALVANIZING PAINT. ALL FABRIC TO BE VINYL COATED.

'-0

8'-0 MAX.

5'- 2"

6'-

R 5' - 0"

2'-0

6" LITTLE LEAGUE BASEBALL PITCHER'S MOUND

NOTE:

5' RADIUS AROUND CENTER OF MOUND. BASEBALL

MOUND HEIGHT ABOVE HOME PLATE 6".

CLAY SKINNED INFIELD MOUND

(SEE LANDSCAPE DWGS.)

PITCHER'S TOE RUBBER

EQUAL TO BEACON ATHLETICS

MODEL #335-765-299 - DOUBLE STANCHION

(SEE LANDSCAPE DWGS.)

SHEET ID

D R

AW

N

B Y:

D

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N

B Y:

SU

B M

IT

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D B

Y:

SI

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IS

SU

E D

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C O

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N O

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AT

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N N

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C O

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US Army Corps of Engineers ®

D

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B

A

AN

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2 3 4 5 6 7 8 9 10

M . E

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SH

M . G

AR

C

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M . M cG U

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READY TO ADVERTISE SUBMITTAL

FI

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SI

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1 0

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EA

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D ov er A ir Fo rc e

Ba se

, D ov er , D e l aw ar e

W el ch E le m en ta ry S ch o o l / D ov e r

A ir

Ba s e

M id dl e

Sc ho ol

FY

R ep la ce m en t R ea dy to A dv er tis e

Su bm itt al

W

ES

D

AB

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AS

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dw g

1/2" = 1'-0"AS501

E8 CANOPY PLAN AND SECTION DETAIL

1 1/2" = 1'-0"AS501

C1

CANOPY FOUNDATION WITH DRAIN

CONNECTION

1 1/2" = 1'-0"AS501

E1 CANOPY FOUNDATION WITH WEEP HOLE

1 1/2" = 1'-0"AS501

C4 CANOPY LIGHT - COLUMN MOUNTED 1 1/2" = 1'-0"AS501

C8 CANOPY LIGHT - DECK MOUNTED

3/8" = 1'-0"AS501

A4 BACKSTOP ELEVATION (TYP.)

1/4" = 1'-0"AS501

A1 BASEBALL PITCHER'S MOUND

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E a C

O N

C R

E

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S

LA

B N

O

TE

R E

VI

S

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FE

B

FLUSH AT BOTH SIDES

1'- 4"

1'- 0"

0'- 4"

TO

T

OP

O

F W

AL

L

A.

F.

F.

'-0

PRECAST CONCRETE CAP

WITH CONTINUOUS FLASHING

AND GALV. ANCHOR AT 24"

O.C. MIN.

SEALANT0'-2"

CONCRETE FILLED CMU BEAM,

REINFORCED; SEE STRUCT. DWGS.

5/8" STUCCO FINISH ON 8" C.M.U.

WITH CONCRETE FILLED CELLS

AND HORIZONTAL REINFORCING

REINFORCED CMU BLOCK CELLS

REINFORCED CELL-SOLID,

TYPICAL; REFER TO STRUCT.

DWGS.

2" AIR SPACE

BRICK VENEER TO

MATCH MAIN BUILDING

WITH METAL TIES AT 16"

O.C. VERTICAL AND

STAGGERED AT 24" O.C.

HORIZONTAL MAX.

WEEP HOLE AT

24" O.C.

SEE LANDSCAPE

DWGS. FOR

PLANT MATERIAL

SLOPE AWAY

GRADE

CONCRETE

FOOTING; SEE

STRUCT. DWGS.

1/8" SLOPE

VE

RI

FY

W

IT

H

ST

RU

CT

DW

GS

WATERPROOFING MEMBRANE

3/4" PREMOLDED EXPANSION

JOINT BETWEEN WALL &

CONCRETE SLAB

VAPOR BARRIER

CONCRETE SLAB, SEE PLAN

4'-0"

VERIFY WITH

STRUCT.

DWGS.

SLOPE 1/2"

1"

METAL FLASHING W/DRIP

FLUSH0'-

6"

1'-8"

1/8" CHAMFERED

EDGE

PRECAST CONCRETE

BENCH CAP

SLOPE

1/2"

S.S. DOWEL @24" O.C.

PRECAST CONCRETE

BENCH CAP

2" AIR GAP EACH SIDE

1/2" EXPANSION JOINT

BETWEEN SIDEWALK

AND SEAT

BITUMASTIC DAMP PROOFING

ON RETAINING SIDE OF WALL

AT PLANTERS

SEE LANDSCAPE

DRAWINGS FOR PLANTING

MATERIAL

1'- 4"

1'- 0"

3'-0"

1'-

COMPACTED

SUBGRADE

0'-2"0'-2"

THROUGH WALL FLASHING (ST.

STL.) SCUPPER AS SHOWN ON

PLANS - SLOPED TO EXTERIOR

CONCRETE FOOTING

(SEE STRUCTURAL

DWGS)

4" CMU BELOW GRADE

CONCRETE SLAB, SEE

CIVIL DWGS.

FILL SOLID WITH

GROUT BELOW GRADE

BRICK VENEER W/

STAINLESS STEEL BRICK

TIES @ 16" O.C.

8X8 CONT. BOND BEAM W/ (1) #5

CONT

STD. 9 GA. CONT. JOINT

RENFORCED @ 16" O.C

8" CMU WALL W/ (1) #5 @ FILLED

CELLLS @ 24" O.C.

WEEP HOLE @ 24" O.C.

CONCRETE FOOTING

(SEE STRUCT. DWGS.)

0'-1" 0'-1"

4'-0"

4'-0"

2'-0"

1'- 0"

0'- 0"

0'- 4"

4" CMU BELOW GRADE

SOLID CONCRETE STEP AS

REQUIRED TO RECEIVE BRICK

2'-4"

4" MULCH

OVER WEED FABRIC

4" MULCH

OVER WEED FABRIC

SEE LANDSCAPE DWGS.

FOR PLANTING MATERIAL

RECYCLE PLASTIC TRIM

BOTH SIDES

(SEE LANDSCAPE DWGS)

MORTAR SET PRECAST TRIM

8" CMU WALL W/#5 @ FILLED

CELLS @ 24" O.C

BRICK VENEER TO MATCH MAIN BLDG,

WITH STAINLESS STEEL TIES @ 16"

O.C. VERTICAL AND STAGGERED @

24" O.C. HORIZONTAL MAX. - INSTALL

FACE OF MASONRY AND BACK-FILL

SOLID

8" C.M.U. WITH CONCRETE FILLED

CELLS AND HORIZONTAL

REINFORCING

8"X8" CONT. BOND BEAM W/ (1) #5

CONT.

PRECAST CONCRETE CAP WITH

OVERHANG AND CONT. DRIP EDGE

CONT. ST. STL. FLASH BELOW -

COORDINATE PRECAST W/FIELD

INSTALLATION DIMENSIONS

S.S. DOWEL @ 24" O.C.

SLOPE 1/2"

SLOPE 1/2"

PRECAST CONC. CAP

ALUM. GRAPHIC CUSTOM LOGO

SIGN WITH COLOR INSERT

INSTALLED THROUGH METAL

PANELS TO WALL

METAL COMPOSITE PANEL

SYSTEM ATTACHED PER

MANUFACTURER'S

RECOMMENDATIONS

S.S. BENT STRAP CLIP/PIN

ATTACH PRECAST TO C.M.U.

COMPACTED SUBGRADE

CL

EXTERIOR ATHLETIC PADDING

(BASIS OF DESIGN: BEACON

OR APPROVED EQUAL) MIN.

4" THICK TO A HEIGHT OF 6'-

0" A.F.F. FOR ALL EXTERIOR

BASKETBALL/VOLLEYBALL

POSTS

1'-0"

4'-0" @ 8' HIGH BASKETS

4'-0" @ 6' HIGH BASKETS

6'-0" @ 10' HIGH BASKETS

SEAL AT TOP, TYP.

ALIGN CENTERLINE OF

POST WITH EDGE OF

COURT STRIPING, TYP.

BACKBOARD, TYP.

STANDARD GOAL

AND NET, TYP.

0'- 6"

SE

E

PL

AN

O N

X/

AX

X

VA

RI

ES

NOTE:

INSTALL AS

RECOMMENDED BY

MANUFACTURER

METAL POST WITH

ADJUSTABLE

EXTENSION

CONCRETE FOOTING AS

PER MANUFACTURER'S

RECOMMENDATIONS.

NEEDS TO COMPLY

WITH ASCE 7-02. SLOPE

SURFACE FOR

DRAINAGE.

1" ASPHALTIC CONCRETE PAVING

ON 6" THICK COMPACTED

LIMEROCK BASE AND 12"

STABILIZED EARTH SUBBASE. SEE

CIVIL DRAWINGS FOR SITEWORK

DETAILS.

BASKETBALL/VOLLEYBALL NOTES:

1. DIMENSIONS ARE TO OUTSIDE OF LINES U.N.O.

2 SLOPE SURFACE CORNER TO CORNER. REFER TO CIVIL DRAWINGS FOR ALL

GRADING.

3. ALL CONSTRUCTION AND DIMENSIONAL INFORMATION SHALL COMPLY WITH THE

NATIONAL FEDERATION OF STATE HIGH SCHOOL COURT AND FIELD DIAGRAM GUIDE.

4. ALL LINES SHALL BE 2" WIDE.

5. THE COLOR OF THE LANE-SPACE MARKS AND NEUTRAL ZONE MARKS SHALL CONTRAST

WITH THE COLOR OF THE LANE BOUNDARY LINE. THE COLOR OF ALL BASKETBALL LINES

AND MARKS SHALL CONTRAST WITH THE VOLLEYBALL MARKINGS.

FOUR SQUARE PASS NOTES:

1. DIMENSIONS ARE TO OUTSIDE OF LINES U.N.O.

2. ALL NUMBERS ARE GREEN, 4" HIGH, GOTHIC-BOLD STYLE.

3. ALL GAMES ARE TO BE POSITIONED ON PLAY COURT SUCH THAT THE GAME WILL

FINISH ON THE OUTER EDGE OF THE COURT U.N.O.

DESIGN CRITERIA:

1. ALL GOALS AND STANDARDS ARE TO BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH ALL APPLICABLE CODES INCLUDING CURRENT EDITION

OF INTERNATIONAL BUILDING CODE.

2. MIN. WIND SPEED OF 120 MPH AND IMPORTANCE FACTOR OF 1.15 TO BE USED

IN DESIGN.

ACRYLIC ATHLETIC COURT

TOPPING (BoD: PLEXIPAVE)

EXTERIOR ATHLETIC PADDING

(BASIS OF DESIGN: PORTER

5930XX OR APPROVED EQUAL)

MIN. 4" THICK TO A HEIGHT OF

6'-0" A.F.F. FOR ALL EXTERIOR

BASKETBALL/VOLLEYBALL

POSTS

1/2" DIAMETER EYEBOLT

ROPE CLEAT

SLEEVE CAP

3/8" MINIMUM DIAMETER

STEEL PIN THROUGH IRON

REDUCING BUSHING

6" 4'-

4 1 /2"

3'- 0"

7- 4 1

/8"

- 8

'-0 " M

AX

STANDARD NET

2-7/8" (MIN OUTSIDE DIAMETER)

STANDARD GALVANIZED STEEL

POST, TYP.

NOTE

INSTALL AS

RECOMMENDED BY

MANUFACTURER

1" ASPHALTIC CONCRETE PAVING ON

4" THICK COMPACTED LIMEROCK

BASE AND 12" STABILIZED EARTH

SUBBASE. SEE CIVIL DRAWINGS FOR

SITEWORK DETAILS.

4" DIAMETER GALVANIZED STEEL

PIPE SLEEVE

5/8" DIAMETER (MIN.) METAL PIN TO

ACT AS STOP FOR PIPE

CONCRETE FOOTING AS PER

MANUFACTURER'S

RECOMMENDATIONS. SEE

CIVIL/STRUCTURAL DRAWINGS FOR

SITEWORK DETAILS.

CL

COLOR INTEGRAL ACRYLIC COURT

SURFACE TOPPING (BoD: PLEXIPAVE

PLEXIFLOR)

LINEOF PRECAST

BASE BELOWLINE OF PRECAST BASE

BELOW

0'- 8"

0'- 8"

0'- 8"

10'-6"

20'-6"

0'-2" AIR GAP

0'-4"

PLAN

MODULAR BRICK

(RUNNING BOND) TO

MATCH MAIN

FACILITY

PRECAST CONCRETE

CAP SLOPED TOP TO

EACH SIDE AND FLUSH

WITH BRICK BELOW

1'- 8"

L.E.D. DISPLAY EACH SIDE - PROVIDE ALL REQUIRED

SYSTEM & POWER PROVISIONS (INCLUDING REQUIRED

SOFTWARE AND PROGRAMMING FOR A COMPLETE

FUNCTIONING SYSTEM) CONNECTING TO MAIN

ADMINISTRATION OFFICE. COORD WITH ELEC. DWGS.

(BASIS OF DESIGN: DAKTRONICS MESSAGE CENTER

GALAXY GS6 SERIES 19.8mm FULL COLOR OUTDOOR LED PANEL - 32 LINES x 120 COLUMNS)

CMU MASONRY WALL WITH

METAL COMPOSITE PANEL

SYSTEM ATTACHED PER

MANUFACTURER'S

RECOMMENDATIONS

MODULAR BRICK TO CONTINUE AND WRAP

AROUND BOTH SIDES OF WALL ABOVE

(SEE ELEVATION)

ALUMINUM REVERSE CHANNEL LETTER

SIGNAGE WITH LED BACKLIGHT, CLEAR

ANODIZED FINISH AT BOTH SIDES OF

WALL

(SEE ELEC.)

0'-2" 10'-9 1/2" 10'-4 1/2" 0'-2"

4'- 0"

0'- 5"

5'- 7"

16'-4"

1'- 0"

PRECAST

CONCRETE CAP

SLOPED TOP TO

EACH SIDE

PRECAST CONCRETE BASE

METAL COMPOSITE

PANEL SYSTEM

ATTACHED PER

MANUFACTURER'S

RECOMMENDATIONS

8" 7"

2 1 /2"

7" 6" 7"

2 1 /2"

7" 4"

ELEVATION

PRECAST

CONCRETE CAP

SLOPED TOP TO

EACH SIDE

PRECAST CONCRETE

BASE

MODULAR BRICK

(RUNNING BOND) TO

MATCH MAIN FACILITY

ALUMINUM REVERSE

CHANNEL LETTER

SIGNAGE WITH LED

BACKLIGHT CLEAR

ANOD.. FINISH AT BOTH

SIDES OF WALL

(SEE ELEC.)

WELCH

ELEMENTARY SCHOOL

DOVER AIR BASE

MIDDLE SCHOOL

6'-0"

3'- 0"

2" 3'-

4" 3"

4'- 9"

1'- 0"

2'- 0"

PIN MOUNTED - BACKLIT

METAL - SCHOOL LOGO

A4

AS504

SHEET ID

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A4 BUILDING SIGN SITE WALL SECTION

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A2 BASKETBALL POST DETAIL

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E2 VOLLEYBALL POST DETAIL

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CLDP

FUTURE M

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SHED. RUN AN EM

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CONDUIT FROM

NEAREST

ELECTRICAL ROOM

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PULLBOX FROM

M

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SIGNAGE

-1-1"C W

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LOCATION W

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BLR1C-28

SIGNAGE

POW

ER

BHL1-9

BHL1-11

SB

SB

SL

SR

SB-HS

SB

a a a a a a a

SGM

ENGINEERING

MEP CONSULTING ENGINEERS

IN

C.

935 Lake Baldwin Lane Orlando, Fl. 32814 Tel: 407-767-5188 Fax: 704-767-5772

CA-00006208

SGM#: 2015-206 Copyright © 2017 SGM Engineering, Inc.

www.sgmengineering.com

JUSTIN L. MUNDELL - FL70700

SHEET ID

D R

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N

B Y:

D

ES

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SU

B M

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D B

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FO

SL

SA

SA

SA

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SB

a a a a a a a a

SGM

ENGINEERING

MEP CONSULTING ENGINEERS

IN

C.

935 Lake Baldwin Lane Orlando, Fl. 32814 Tel: 407-767-5188 Fax: 704-767-5772

CA-00006208

SGM#: 2015-206 Copyright © 2017 SGM Engineering, Inc.

www.sgmengineering.com

JUSTIN L. MUNDELL - FL70700

SHEET ID

D R

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N

B Y:

D

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N

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SU

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US Army Corps of Engineers ®

D

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B

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AN

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2 3 4 5 6 7 8 9 10

PLAN NORTH

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M Y

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PS

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2/12/2018 2:53:14 PM

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SGM

ENGINEERING

MEP CONSULTING ENGINEERS

IN

C.

935 Lake Baldwin Lane Orlando, Fl. 32814 Tel: 407-767-5188 Fax: 704-767-5772

CA-00006208

SGM#: 2015-206 Copyright © 2017 SGM Engineering, Inc.

www.sgmengineering.com

JUSTIN L. MUNDELL - FL70700

SHEET ID

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PLAN KEYNOTES:

1 ZONE EXTERIOR SPEAKERS SEPARATELY

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SPEAKERS FACING BUS LOADING)

2 PROVIDE WEATHERPROOF HANDSET FOR

INTERCOM BUS LOADING ZONE.

3 ROUTE SITE LIGHTING HOMERUN VIA

LIGHTING CONTACTOR. CONNECT ALL SITE

LIGHTING FIXTURES TO "PHOTOCELL

ON/BMS OFF" CONTACTOR CONTROL. SEE

DETAIL 3 SHEET E8.102 FOR "PHOTOCELL

ON/BMS OFF" CONTACTOR CONTROL

REQUIREMENTS.

4 ROUTE SITE LIGHTING HOMERUN VIA

LIGHTING CONTACTOR. CONNECT ALL "NL"

LABELED FIXTURES TO "PHOTOCELL

ON/PHOTOCELL OFF" CONTACTOR

CONTROL. SEE DETAIL 4 SHEET E8.102 FOR

"PHOTOCELL ON/PHOTOCELL OFF" ONLY

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M-04

CHILLER

YARD

10.9

10.9

C.2

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M-01

M-01

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050201 GENERAL FURNITURE NOTES

A.

LEGEND

1A-C1

LEVEL

AREA TYPE

INSTANCE

FURNITURE TAG

1A-MC1

LEVEL

AREA TYPE

INSTANCE

EQUIPMENT TAG

ABBREVIATIONS

AC

AR

AT

B

BB

BC

BD

C

CAB

CP

CR

CRT

CS

D

DR

DW

DY

E

FRZ

GC

LC

LF

LK

MA

ACCESSORIES

AREA RUG

ACTIVITY TABLE

BENCH

BOOK BROWSER

BOOKCASE

BED

CHAIR

CABINET (STORAGE)

COPIER

CREDENZA

CART

CHARGING STATION

DESK

DRESS RACK

DISHWASHER

DRYER

EASEL

FREEZER

GUEST CHAIR

LOUNGE CHAIR

LATERAL FILE

LOCKER

MONITOR ARM

MB

MC

MP

MS

MST

P

PD

RAN

RC

REF

RS

SB

SD

SC

SLF

ST

STL

STR

T

TC

TCN

TL

W

WD

WS

MARKER BOARD

MICROWAVE

MOBILE PED

MUSIC STORAGE

MUSIC STAND

PRINTER

PODIUM

RANGE

ROCKING CHAIR

REFRIGERATOR

RISER

SMART BOARD

STUDENT DESK

STORAGE CART

SHELVING UNIT

SIDE TABLE

STOOL

STORAGE

TABLE

TASK CHAIR

TRASH CAN

TASK LIGHT

WASHER

WASHER/DRYER

WORKSTATION

REFER TO SPEC SHEETS FOR MOUNTING HEIGHTS OF WALL

MOUNT EQUIPMENT (SMART BOARDS, TAC RAILS, ETC)

SPECIFICATION SHEET FOR ALL WALL-MOUNTED EQUIPMENT WILL

BE PROVIDED TO SUCCESSFUL OFFERER.

B.

ALL ITEMS DESIGNED ON "IF" SERIES SHEETS ARE GOVERNMENT

FURNISHED AND GOVERNMENT INSTALLED (GC/GI).

C.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING

ALL REQUIRED BLOCKING AND SYSTEMS CONNECTIONS.

PLAN NORTH AB

C

D E

F

SHEET ID

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D

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US Army Corps of Engineers ®

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AT

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CH

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4th GRADE

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4th GRADE

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5th GRADE

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5th GRADE

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ELEV. STAIR 1

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/A7 IF402C

/A7 IF402D

/A7 IF402C

/A7 IF402D

E-02 E-03

M-04

M-04

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M-01

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050201 GENERAL FURNITURE NOTES

A.

LEGEND

1A-C1

LEVEL

AREA TYPE

INSTANCE

FURNITURE TAG

1A-MC1

LEVEL

AREA TYPE

INSTANCE

EQUIPMENT TAG

ABBREVIATIONS

AC

AR

AT

B

BB

BC

BD

C

CAB

CP

CR

CRT

CS

D

DR

DW

DY

E

FRZ

GC

LC

LF

LK

MA

ACCESSORIES

AREA RUG

ACTIVITY TABLE

BENCH

BOOK BROWSER

BOOKCASE

BED

CHAIR

CABINET (STORAGE)

COPIER

CREDENZA

CART

CHARGING STATION

DESK

DRESS RACK

DISHWASHER

DRYER

EASEL

FREEZER

GUEST CHAIR

LOUNGE CHAIR

LATERAL FILE

LOCKER

MONITOR ARM

MB

MC

MP

MS

MST

P

PD

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RC

REF

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SB

SD

SC

SLF

ST

STL

STR

T

TC

TCN

TL

W

WD

WS

MARKER BOARD

MICROWAVE

MOBILE PED

MUSIC STORAGE

MUSIC STAND

PRINTER

PODIUM

RANGE

ROCKING CHAIR

REFRIGERATOR

RISER

SMART BOARD

STUDENT DESK

STORAGE CART

SHELVING UNIT

SIDE TABLE

STOOL

STORAGE

TABLE

TASK CHAIR

TRASH CAN

TASK LIGHT

WASHER

WASHER/DRYER

WORKSTATION

REFER TO SPEC SHEETS FOR MOUNTING HEIGHTS OF WALL

MOUNT EQUIPMENT (SMART BOARDS, TAC RAILS, ETC)

SPECIFICATION SHEET FOR ALL WALL-MOUNTED EQUIPMENT WILL

BE PROVIDED TO SUCCESSFUL OFFERER.

B.

ALL ITEMS DESIGNED ON "IF" SERIES SHEETS ARE GOVERNMENT

FURNISHED AND GOVERNMENT INSTALLED (GC/GI).

C.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING

ALL REQUIRED BLOCKING AND SYSTEMS CONNECTIONS.

PLAN NORTH AB

C

D E

F

SHEET ID

D R

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N

B Y:

D

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B Y:

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B M

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D B

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SI

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U .S

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C O

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D

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READY TO ADVERTISE SUBMITTAL

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C:\Diana BIM\1542_Dover\1542_WEDM_INTR CENTRAL_V15_DdC.rvt

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020 10 20

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Front

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1A07

PSYCHOLOGIST'S

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MAINT.

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MECHANICAL

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MAIN

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ROOM

1A48

ENTRY

VESTIBULE

1G01

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1A19 F.S.

OFFICE

1A20

MALE

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1A21

FEMALE

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1A24

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1A22

VEST.

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FOR PERFORMANCE)

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1A-T12 1A-WS1

1A-TC1A

1A-GC2

1A-T14

1A-GC2

1A-TC1A

1A-WS1

1A-GC2

1A-T14

1A-WS1

1A-TC1A

1A-GC2

1A-GC2

1A-T14

1A-T17

1A-SLF4

1A-TC1A

1A-GC2

1A-WS4

1A-GC1

1A-ST1

1A-GC2

1A-WS4

1A-STR6

1A-LF1

1A-GC2

1A-WS4

1A-TC1A1A-LF1

1A-STR6

1A-STL1

1A-T15

1A-TCN1

1A-CS2

M-04

M-04

1A-LF4

1A-T2 1A-C1

1A-STR7

1A-BD1

1A-WS3

1A-TC1B

1A-BD1

1A-C2

1A-STR6

1A-WS6

1A-TC1B

1A-LC5

1A-LC6

1A-T3

1A-T3

1A-MS1

1A-CRT2

1A-PD1

1A-D1

1A-T3 1A-C4 1A-T9

1A-LK1

1A-T3 1A-C4

1A-CRT2

1A-SLF2

1A-T10

1A-STL2

1A-D1

1A-C5

1A-T8

1A-C6

1A-SLF1

1A-CS2

1A-LF2

1A-STR6

1A-TC1A

1A-TC1A

1A-LK1

1A-WS5

1A-CR1

1A-LF1

1A-STR6

1A-WS4

1A-GC2

CHILLER YARD

1A-CP1

1A-MB5

1A-AC2

1A-MB2

1A-SB1

1A-MB2

1A-STR7

1A-C3

1A-MST1

1A-T5a

1A-C4

1A-C4

1A-CRT3

1A-C4

/A7 IF401B

1A-AC2

1A-AC1

1A-C1

1A-SB1

1A-AC3

1A-DW1

1A-RAN1

1A-MC1

1A-DY1

1A-W1

1A-DW1

1A-WD1

1A-WD1

1A-MP2

1A-LF3

1A-STR9

1A-STR12

1A-SLF2

1A-STR11

1A-T11

1A-STR8

1A-STR13

10.7 10.9

C.2

M-01

1A-MB2

1A-SB1

1A-STR8

1A-CRT4

1A-STR14

1A-MB7

1A-AC3

1A-AC3

90 KIDS ON

RISERS

1A-LF4

NOTE: CAMERA ABOVE

1A-REF2

1A-FRZ1

1A-AC3

1A-CRT1

1A-AC3 1A-AC3

1A-MB7

1A-T20

1A-SLF5

1A-SLF41A-SLF41A-SLF41A-SLF4

1A-SLF4

(SCHOOL SUPPLIES)

(CHEMICAL SUPPLIES)

1A-SLF5

1A-CRT4

1A-BC2

1A-DR1

1A-TL1

1A-MA1

1A-LK2

A6.0

1A-TCN2 1A-TCN2

1A-REF1

1A-CS2

1A-AC4

1A-AC5

1A-TCN1

1A-L1

1A-T5b

1A-AC6

GENERAL FURNITURE NOTES

A.

LEGEND

1A-C1

LEVEL

AREA TYPE

INSTANCE

FURNITURE TAG

1A-MC1

LEVEL

AREA TYPE

INSTANCE

EQUIPMENT TAG

ABBREVIATIONS

AC

AR

AT

B

BB

BC

BD

C

CAB

CP

CR

CRT

CS

D

DR

DW

DY

E

FRZ

GC

LC

LF

LK

MA

ACCESSORIES

AREA RUG

ACTIVITY TABLE

BENCH

BOOK BROWSER

BOOKCASE

BED

CHAIR

CABINET (STORAGE)

COPIER

CREDENZA

CART

CHARGING STATION

DESK

DRESS RACK

DISHWASHER

DRYER

EASEL

FREEZER

GUEST CHAIR

LOUNGE CHAIR

LATERAL FILE

LOCKER

MONITOR ARM

MB

MC

MP

MS

MST

P

PD

RAN

RC

REF

RS

SB

SD

SC

SLF

ST

STL

STR

T

TC

TCN

TL

W

WD

WS

MARKER BOARD

MICROWAVE

MOBILE PED

MUSIC STORAGE

MUSIC STAND

PRINTER

PODIUM

RANGE

ROCKING CHAIR

REFRIGERATOR

RISER

SMART BOARD

STUDENT DESK

STORAGE CART

SHELVING UNIT

SIDE TABLE

STOOL

STORAGE

TABLE

TASK CHAIR

TRASH CAN

TASK LIGHT

WASHER

WASHER/DRYER

WORKSTATION

REFER TO SPEC SHEETS FOR MOUNTING HEIGHTS OF WALL

MOUNT EQUIPMENT (SMART BOARDS, TAC RAILS, ETC)

SPECIFICATION SHEET FOR ALL WALL-MOUNTED EQUIPMENT WILL

BE PROVIDED TO SUCCESSFUL OFFERER.

B.

ALL ITEMS DESIGNED ON "IF" SERIES SHEETS ARE GOVERNMENT

FURNISHED AND GOVERNMENT INSTALLED (GC/GI).

C.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING

ALL REQUIRED BLOCKING AND SYSTEMS CONNECTIONS.

PLAN NORTH AB

C

D E

F

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

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AT

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N N

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U .S

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M Y

C O

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C H

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D B

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US Army Corps of Engineers ®

D

C

B

A

AN

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D

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F

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M . E

H R

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G

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M . G

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FI

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C:\Diana BIM\1542_Dover\1542_WEDM_INTR CENTRAL_V15_DdC.rvt

2/9/2018 2:34:58 PM

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M.S. GYM

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WORKSPACE

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M.S.

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