Bonn_Roof_Reference_Drawings.pdf

PDF 16 MB Posted Aug 19, 2019

Attached to: Bonneville Auditorium & Project Office Roof Repair
Solicitation number: W9127N19B0021
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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Updated Reference Drawings

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File	Type	Posted
B.01.02_Abstract_19B0021.pdf	PDF	Sep 9, 2019
Amd_0003_W9127N19B0021.pdf	PDF	Aug 21, 2019
Asbestos_Report.pdf	PDF	Aug 20, 2019
Solicitation_W9127N19B0021_Plans_Amd_0002.pdf	PDF	Aug 19, 2019
Amd_0002_W9127N19B0021.pdf	PDF	Aug 16, 2019
Amd_0001_W9127N19B0021.pdf	PDF	Aug 14, 2019
BAPORR_informational_drawings.pdf	PDF	Jul 25, 2019
Solicitation_W9127N19B0021_Specs.pdf	PDF	Jul 16, 2019
Solicitation_W9127N19B0021_Plans.pdf	PDF	Jul 16, 2019

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CONDUITS

ELECT

1'-9" 2'-0"

3"3" 3"3"3"

(TYP)

AS SHOWN

PADS REINFORCED

" THICK CONC2

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

ELECT. CONDUITS

FOOTING 42.0

ELEV. BOTTOM OF

FINISH FL. EL. 48.25

ELEV. FINISH STAGE FL. 61.25

ANCHOR SPACING

SEE RAILING DETAIL

GRATING

SEE DETAIL FOR

REENFORCING.

A-A FOR WALL

SEE SECTION

SEE GRATING DET.

FIN. FL. 61.75 ELEV. 61.75

FIN. BRICK LINE

GRADE 60.

FIN. GRADE 60.

SEE PLANS FOR SIZES

FIN. GRADE 60.

FIN. FL. 61.25

ELEV. 45.0

FINISH FLOOR EL. 61.75

B E

N D A

L T

B A

R S

B E

N D A

L T

B A

R S

BEAMS

BOLTS ON C OFL

FINISH FL. AUD. EL. 57.75

AT STUCCO WALLS.

ELEV. 43.0

CL BOLT

FIN. FL. 61.25

FILL

FINISH BOILER RM. FL. ELEV. 49.5

WALL

WALL INTO ENCLOSING

FROM FOUNDATION

" CEMENT FINISH.2

REENFORCING

B-B FOR WALL

SEE SECTION

1'-10"

10"

10" 1'-6"

" 2 " 2 " 3

8" 10" 8" 8"

" 3

8" 1'-4" 8"

2'-8"

6"1'-6"6"

2'-6"

6" 6"

10"

"2 15"2

10"

2'-8"6" 10"

10" 3'-0" 6"

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

1'-10"

10" 3'-2"5'-0"2'-0"

"64 1911'-0

A B

O U

8" 4'-8" 8"

8"7'-6"8"

" 2

S A

S H P

L U

O .C

B E

N D A

L T

B A

R S

C .C

-9

B E

N D A

L T

E R

N A

T E B

A R

-PILASTER

THIS FACE OF

72-

76- 8

76-

AT BRICK VENEER WALLS

ABOUT 8'-0" C.C.

BOLTS 8" LONG

EACH JAMB

31-

1'-6"VARIES

EACH JAMB

31-

52-

15-

15- 2

13-

52-

13-

BENT UP

ALTERNATE BARS

WALLS

WAYS IN ENCLOSING

53-

FOUNDATION WALL

FOR STAIR SLAB AT

"X6" RECESS2

EXTENDING INTO

52-

ENCLOSING WALLS

52-

T O F

52-

REENFORCING MESH

APPROX. NAT. GR.

ELEV. 45.0

52-

GRAVEL BOTTOM

1'-6"VARIES

INTO STAIR SLAB 12"

1BEND

DOOR

SEE BEAMS FOR ANCHORING

WEST WOOD-RAIL

S A

S H P

L U

74-

"X6" RECESS2

13-

TOP FOUND. WALL.

B23

FINISH FL. 61.75'

B23

FILL

4" CONC. FL.

OPENING

6"X8" ASH PUMP.

CLEANOUT DOORS

FILL

10" 2'-8" 2'-8" 10" 2'-6"

6'-10"6'-10"

12"

7'-0"

2'-9"

BRICKBRICK

2 ST. 8'-4" HOOKED

1 BENT 9'-0" HOOKED

" )2 1(3-

BRICK2

TWO WAYS

13-

HOOK EACH END

114-

52-

12"X10" C.I. CLEANOUT DOOR

WIRE MESHELEV. 49.5

ELEV. 45.0'

10"

PAD

TRANSFORMER

2'-10"8'-0"

5'-0"

PAD

BOILER

PUMP

FURNISH WITH

PLATE COVER

DETAILS

FOR MECHANICAL

SEE SHEET 16

BY PUMP CONTR.

PLATE FURNISHED

BOILER RM. FL. 49.5

PUMP

SUMP

FILL

WIRE MESHF

O O

B O

E R R

GRATING

" ANCHOR BOLTS8

ANCHORED TO WALL

" PLATE8

3"X2

11-1

" LS FRAME16

3"X2

1"X12 13-1

AREA WAYS.

GRATING SIMILAR TO

" STRIP WELDED4

3"X8

" L WITH16

3"X2

1"X12

GRATE FRAME

" CC.2

1" 14

1"X2 1"X12

STRIP WELDED

1 X8

1" WITH 8

3"X2

LS16

3X2

1X12

" PLATE8

3"X2

1'-6"4"

10"4" 1'-6" 4" 1'-6"

EACH EXTERIOR WALL

32-

ABOUT 5" C.C

GRATING

" WELDED TO2

1"X14

PADLOCK

C OF AREA

" EYE BOLT ON4

11-

TO WALL

"L ANCHORED16

3"X2

1"X12

" C.C2 1" 14

11"X

" WELDED CROSS BRACES4

3"X8

END OF GRATING

" FROM EACH4

P4 TO P10 INCLUSIVE

NOTE: SEE SHEET 21 FOR

WALL SCHEDULE

REINFORCING STEEL IN EACH PANEL

HOOK D. NO. SIZE

VERTICAL

MARK NO.HOOKMARKSIZENO.

BAR MARKS TO BE PREFIXED BY PANEL NUMBERS.

SECTION A-A

AT BOILER ROOM

DETAIL FIREPLACE FOUNDATION

C-C

SECTION

DETAIL OF BOILER FOUNDATION

TYPICAL DETAILS OF AREAWAYS

SEE PLANS FOR SIZES.

DETAIL SECTION STAIRS AT KITCHEN ENT.

SECTION J-J

HALF PLAN

SIDE ELEVATION

SECTION L-L

SECTION H-H

SECTION G-G

DETAIL FRESH AIR INTAKE-FAN ROOM

DETAIL OF GRATING

SECTION E-E SECTION F-F

PLAN

ELEVATION SECTION

D-D

SECTION

43 TO 49 INCLUSIVE

TYPICAL DETAIL PILASTERS

B-B

SECTION

SIDE ELEVATION ELEVATION

PLAN

ELEVATION

SECTION K-K

SCALE 1"=1'-0"

34 TO 49 INCLUSIVE

TYPICAL DETAIL PILASTERS

IN BOILER ROOM

DETAIL OF SUMP

LOCATION-SCALE 1"=1'-0"

SEE FOUNDATION PLAN FOR

SECTIONS.

PLAN FOR LOCATION OF

NOTE: SEE FOUNDATION

FOOTINGHORIZONTAL

OR WALL.

WALL PANEL

LENGTH SIZE HOOK HOOK MARKLENGTH

8" 12 3 4

121 19'-4" 10" 10" 431'-2"

LENGTH

18'-0" 7'-1" 8'-6" 3-0 2'-0

18'-8"

222 22'-0" P1-31

10 3 121 16'-5"

18'-0" 2'-6 6'-8" 7'-5"

15'-9"

222 19'-0" P2 12 20

143 2'-6"

42'-6"3 29

10 3 4 121 18'-5"

430'-6"18'-0 7'-6" 7'-6" 3'-2

18'-5"

222 19'-7" P 22

10 3 121 18'-5"

18'-0 3'-2" 7'-6 7'-6

18'-5"

122 19'-7"

9 3 4 121 13-0

414'-018'-0 5'-2" 2'-11"

13'-0

222 14-3 P11 21

12 3 4 121 19-0

430'-918'-0 7-1 8'-6 3-5

19'-0

222 20'-5 P13 19

143 3'-8"

44'-6"P14 18

8 3 4 121 13-6

418'-0 2'-5 5'-4" 8'-3

13-6

222 17-5 P15 17

15 3 121 26-10

18'-0 7'-9 10'-3 7'-9

26'-10"

222 27-2 P16

121 14-1

2'-11" 7'-3 2-11

14'-1

222 14-5 24 26

121 13-0

18'-0 4'-6" 3-0 4'-6

14-4

222 13-5

CHIMNEY P25

13 3 4 121 19-8

430'-6"18-0 3-2 7'-6 8'-0

19'-8

222 20-1 P27

10 3 121 16-5

18'-0 2-6 6'-8 7'-5

15'-9

222 18-0 P30

17 3 19 24-0

16'-0P32

8 3 4 111 15'-8

426'-2"14-0 6-3 6'-7" 1'-8 8"

15'-0

210 16'-7 P33 57

9 3 111 18'-6

14-3 6-4 6'-2" 6-4

18'-6"

210 20'-3 P34 36 54 56

9 3 4 111 18-6

415'-014-3 6'-4 6'-2" 6'-4

18'-6"

210 20'-3 P35 55

8 3 4 111 16-6

428'-014-3 2'-7 6'-6" 6'-6"

15'-10

210 17-8 P37 53

8 3 112 11'-8

14-9 2'-2" 5'-8" 2'-3"

11'-0

212 12'-4" P38 40

10 3 112 15'-8

14-9 3'-2 8'-4 3-2

15'-8

212 16'-1 P39

6 3 112 10-7

14-9 1'-11" 3-11 3-9

10'-7

212 11-0 P42 48

5 3 112 8'-0

14-9 1'-9 5-6 1-9

8-0

212 8-5 P41

4 3 112 8-0

14-9 1-5 1-9 4-0

8-0

212 8-7 P43 47

7 3 112 9-0

14-9 1-11 4-2 1'-11

9-0

212 9-5 P44 46

9 3 112 14-0

14-9 2-11 7-2 2-11

14-0

212 14-5 P45

5 3 115 9-6

14-3 3-4 3-6 1-9

9-6

215 10-0 P49

8 3 112 11-6

17-6 2-5 5'-8 2-5

11'-6

212 11-11 P50

10 3 115 15'-8

17-6 3-2 8-4 3-2

15'-8

215 16-1 P51

8 3 115 11-8

17-6 2-2 5'-8" 2-5

11'-0

215 12-4 P52

9 3118 6-6 14-3

118 19-0

P58

24 314-3

768 2'-6"

P59

1'-0"

18'-0

10'-0

11'-3"

"=1'-0"2

1SCALE

REENFORCING SPACING.

SEE COLUMN SCHEDULE FOR

"=1'-0"2

1SCALE

"=1'-0"2

1SCALE 1

"=1'-0"2

1SCALE

"=1'-0"2

1SCALE

"=1'-0"2

1SCALE

"=1'-0"2

1SCALE

"=1'-0"2

1SCALE

REENFORCING SPACING

SEE COLUMN SCHEDULE FOR

14-3

24-8

23-6

18 2

PLAN

"=1'-0"4

1SCALE

TYPICAL FOR FIREPLACE OPPOSITE

TRANSFORMER PAD

"=1'-0"2

BOILER PAD

ELECTRODE BOILER INSTALLATION

FOUNDATION PADS FOR

SCALE AS SHOWN

"=1'-0"4

LOCATION PLAN

3-11

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:14:32 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

0 0

J T

E V

E C

T O

E D

34 12

A N

S I E

PORTLAND DISTRICT

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A C

C .H .W

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

F O

U N

D A

N D

E T

G -9 -2 -0

R .D

G N

R .L .M

U D

O R

M B

E R F

O U

N D

A T

N C

H A

N G

E R

W A

L L S

C H

E D

U L E R

E V

E D P

A N

E L S P I- P I

N C

L U

O R

E G

O N W

A S

G T

O N

A D

D E

L E

C T

R P

D E B

E R T

R A

N S

F O

R M

E R P

A D

S /0

B D

G -9 -2 -0 /C

C O

L U

M B

E R

U D

O R

M /A

D M

8"X10" POST

D.S.

STUCCO QUOINS

8"X10" POST

R A

.9 A

B O

V E

.9 A

B O

V E

AREA

OVER

GRATING

8"X10" POST

HOSE RACK

PIN RAIL

D E

R A

B O

V E

-2

6"X6" POST

THIS WALL

DIAGONAL BRACING

QUOINS

STEP

FOR DETAILS

SEE PLOT PLAN

BRICK STEPS

AIR INTAKE

HOOD OVER

TO GRID ABOVE

WOOD LADDER

DOORS

BRACING

DIAGONAL

MAKE UP SHELF

JOIN IN CEILING

LAV

8"X10" POST

8"X10" POST8"X10" POST

C TRUSS ABOVEL

C BLDGL

BRICK STEPS

D.S.

C T

O C

O F P

O S

T S

ONN

168169

7 9

D.S.D.S.D.S.D.S.

D.S.

CEILING

JOINTING ON

QUOINS

SEE SHEET 17

YARD SUMP

W.I. RAIL

D.S.

SHELVES SHELVES

K C

O U

N T

E R

GRILLE

D.S.

2"X4"

S E

A T

S E

A T

PARTITION

PLASTER

2" SOLID

GRILLE 2

WINDOWS ABOVE

" TR4

DN 7R

FURRED DUCT

" TR.4

DN 7R

8" TR.

UP 16R

F U

R R

E D

D.S.2"X6" BOARD

2"X4"

CEILING

JOINTING

QUOINS

RAD. COVER RAD. COVER

FOR DETAILS

SEE SHEET #13

NOTE

151 151

SHELVES

F U

R R

E D

2"X4"

GRILLE

ABOVE

WINDOWS 2"X4"

CEILING

JOINT

DN. 20R

2"X4"

CLG

JOINT

D.S.

W.I. RAIL

YARD SUMP

SHELVES SHELVES

FURRING

24/

HEARTH

D.S.

GRATING

AREA

GRATING

AREA

8"X8" POST

2"X6"

DORMER

8"X8" POST

ABOVE

CUPOLA

VENTED IN TO

2"X4"

FIRE-EXTINGUISHERBENCH

SASH NO.110

OCTAGON

SASH NO.

OCTAGON

CUPOLA.

OF SPACE Y TO

VENT FROM CEILING

2"X4'-6" APART 2"X9" JOIST

32" O.C.

EL. 85.0

WINDOW

OPEN FOR

ROOF

2"X6" HANGER

B E

A M B

E L

O W

B E

A M B

E L

O W

ROOFROOF

12'-3"12'-3"

2'-6"

15'-0"15'-0"

30'-0"28'-7"42'-10"28'-7"30'-0"

15'-0"15'-0"

2'-6" 2'-6"

2'-10"2'-10" 2'-0" 2'-0"

11'-0"14'-0"14'-0"14'-0"11'-0"

2'-0"

8'-9"24'-6"8'-9"

2'-10"

2'-0"

2'-10"

QUOINS

7'-0"

30'-0"29'-0"42'-0"29'-0"30'-0"

2'-6"

1'-6"

3'-4" 12"12" 3'-4"

1'-6"

EQUAL

4'-6"

2'-6"

10'-4"10'-4"

12"

2'-6"

10'-4"10'-4"

2'-0"

15'-0"15'-0"5'-2"14'-10"9'-0"

2'-6"

4'-6"

EQUAL

3'-8"

12"12"12"

15'-0" 15'-0" 5'-2" 14'-10" 9'-0"

"2 114'-3"2

114'-321'-5"21'-5""2 114'-3"2

114'-3

WALK

4'-0" GRAVEL

4'-0" GRAVEL WALK

6'-0" 6'-0"

EL. 60.0

EL. 61.25

EL. 56.5

11'-6"11'-6"

GRASS BANK

2 TO 1

EL. 56.5

MAIN FL. EL. 61.75

FIN. GRADE EL. 60.0

35'-0" R

35'-0" R.

160'-0"

SHOWN IN ROOM A

ROOM SAME AS

CEILING JOINTING IN THIS

NOTE

EQUAL EQUAL

GRID

LADDER

20232 33

BRICK PAVING

TERRACE

8"X8" POST

HOSE RACK

WALL

FURRED

DRINKING FOUNTAIN

8"X8" POST

JOINTING IN CEILING

SHELVESSHELVES

FURRING

128 130

175174 152 156

18 16

1081618123

117 113

114118

ABOVE

6"X12" GIRDER

6"X6" POST

STEP

18" C.B. 47# ABOVE

8"X10" POST

DUCT DUCT

TRAP OVER AREA

GRATING

T O

STEP

JOINTING IN CEILING

T O T

O P O

F P

L Y

W O

O D W

S C

O T

F U

R R

E D O

U T F

R O

M F

L O

O R

T O T

O P O

F P

L Y

W O

O D W

S C

O T

F U

R R

E D O

U T F

R O

M F

L O

O R

LOWER CHORD FURRED

STEP

10" TR.

DN 9R.

8"X8" POST 2"X6"

8"X8" POST

8"X8" POST8"X8" POST

F U

R R

E D

IN CEILING

2'-6"X3'-0" ???? WAY

IN CEILING

2'-6"X3'-0" ???? WAY

EL. 57.75

N G

R A

G O

V E

R A

R E

N G

R A

G O

V E

R A

R E

F U

R R

E D

D N

FURRED

H .R

R A

H .R

DN 9R

2"X4"

"4 16'-13'-6" "4

310'-108'-0" 10'-8"

POLE

SHELF &

10'-8" 8'-0""4 16'-1 "4

310'-10 3'-6" 11'-10"

HEALTH

GRASS BANK

SHELVES

EL. 73.25

2"X4"

C AUDITORIUM

ROOM

OF PROJECTION

PORTS SEE DETAILS

AND AX

FIRE EXTINGUISHER

EL. 60.0

STEP

CABINET

FIRE EXTINGUISHER

165165

GRAVEL WALK.

15'-0"

D N

OPEN HATCH OPENING

STEP

FOOT-LIGHTS

STUD

2"X4"

8"X8" POST

SEE PLOT PLAN.

GRASS BANK

2 TO 1

CEILING

GRILLE IN

AREA

GRATING OVER

C.I. URNS

18" C.B. 47# I BEAM BELOW

2"X4" STUDS

C ROOF PURLINS

PLASTER THIS SIDE

METAL LATH &

PLASTER THIS SIDE

METAL LATH &

24"X36" MIRROR

DRAWER

LAV.

MIRROR

24"X36"

WOOD BASE

24"X36" MIRROR

PLASTER

DRAWER

1'-6"1'-6"

DRAWER

FOUNDATION LINE

STUCCO

C POSTSL

8"X10" POST

2"X6" STUDS

SHEATHING

T. & G.

FURRING

8"X10" POST

SHEATHING

C POSTSL

PLYWOOD

2"X6" STUDS

FOUNDATION LINE

2" "2

STUCCO

SEE SHEET NO.15 FOR DETAILS OF KITCHEN

ROOMS AND TOILETS.

SEE SHEET NO.15 FOR WINDOWS BETWEEN LOCKER

SEE SHEET NO.16, FOR DETAILS OF STAIRS.

STUDS, AS MARKED ON PLANS.

ALL EXTERIOR STUDS 2"X6"-16" O.C. ALL INTERIOR

CENTER AND EDGE OF STUDS, AS SHOWN ON PLAN.

AND TO FACE OF SHEATHING. OTHER DIMENSIONS TO

OUTSIDE DIMENSIONS, TO FACE OF BRICK VENEER

GENERAL NOTES

"=1'-0"8

1SCALE

OF PORT OPENINGS AND DETAILS.

" SCALE ELEVATION4

1SEE SHEET NO. FOR

"=1'-0"8

1SCALE

PLAN OF PROJECTION ROOM

FIRST FLOOR PLAN

PLAN OF GRID ABOVE STAGE " SCALE8

EXT.

INT.

E R

R E

X T

E R

MARK DESCRIPTION SIZE SADDLE

SCHEDULE OF OPENINGS

DOUBLE ACTING FIR DOOR, GLAZED

(1 SASH-10 LTS)-(1 TRAN.-9 LTS.)

TRAN

BAR.

3 SASHES-10 LTS EACH

3 TRANSOMS-6 LTS EACH.

2 MULLS.

TRAN. BAR

4 SASHES-8 LTS EACH

3 TRANSOMS-6 LTS EACH

3 MULLS.

TRAN. BAR

3 SASHES-10 LTS EACH

3 TRANSOMS-6 LTS EACH

2 MULLS.

TRAN. BAR

(FIR DOOR, GLAZED) ( TRAN 8 LTS)TRAN. BAR

3 SASHES 8 LTS EACH 2 MULLIONS.

OMITTED

OCTAGON FIXED SASH

PR. SOLID SLAB DOORS

(9-LTS)

2 SASHES-14 LTS EACH

2 TRANS.-6 LTS EACH

1-MULLS.

TRAN. BAR

(1 SASH-10 LTS)-(1 TRAN.-9 LTS.)

TRAN

BAR.

2 SASHES-14 LTS EACH

2 TRANS.-6 LTS EACH

1-MULLS.

TRAN. BAR

2 SASHES-14 LTS EACH

2 TRANS.-6 LTS EACH

1-MULLS.

TRAN. BAR

SAME AS NO.110

2 SASHES 3 LTS EACH, 1 MULLION

PR. SOLID SLAB DOORS.

SINGLE SOLID SLAB DOOR.

SAME AS NO.110

SAME AS NO.111

SAME AS NO.110

SAME AS NO.108

OMITTED

(FIR DOOR GLAZED), (2-SASHES 4 LTS EA.

(2 TRAN. 6 LTS EACH) (1-TRAN. 8 LTS) 2 MULLS

SAME AS NO.103

SAME AS NO.104

SAME AS NO.103

SAME AS NO.102

PR., DOUBLE ACTING FIR. DOORS, GLAZED

2-SINGLE ACTING FIR. DOORS, GLAZED

TRIMMED OPENING.

SINGLE SLAB DOOR (V JOINTS ONE SIDE)

SINGLE SLAB DOOR (V JTS BOTH SIDE)

SINGLE SLAB DOOR (V. JOINTS 10/10 GLASS)

TRIMMED OPENING

SINGLE SLAB DOOR (V JTS ONE SIDE)

PLASTER OPENING

TRIMMED OPENING

SINGLE SLAB DOOR. (PLAIN)

SINGLE SLAB DOOR. (PLAIN) (V JTS. ONE SIDE)

TRIMMED OPENING

2 ???? SLAB DOORS

SINGLE SLAB DOOR (V JTS ONE SIDE)

WITH ONE LIGHT

V JTS BOTH SIDES)(

SINGLE SLAB DOOR (PLAIN)

TRIMMED OPENING

SINGLE SLAB DOOR (V JTS. ONE SIDE)

SINGLE SLAB DOOR (DOUBLE ACTING)

TRIMMED OPENING

SINGLE SLAB DOOR

V JOINTS

ONE SIDE.

STOCK 5 CROSS PANEL DOOR

STEEL CASEMENT SASH (12 LTS. WIRE GL)

OCTAGON. CENTER PIVOTED SASH

TIN. CLAD DOOR & TRIM

2'-10"X6'-10" DOOR

2'-10"X4'-0" TRAN.

SAME AS NO.110

SAME AS NO.111

SAME AS NO.110

SAME AS NO.111

SEE DETAIL

SHEET NO.13

SAME AS NO.103

SAME AS NO.104

SAME AS NO.103

SAME AS NO.102

6'-0"X8'-0"

2'-10"X7'-0X1 3/4"

6'-0"X8'-0"

2'-10"X7'-0

2'-4"X7'-0

11'-6"X10'-3"

2'-10"X7'-0

6'-0"X8'-0"

3'-4" DIAMETER

TIN. CLAD DOOR & TRIM

ASPHALT TILE

???? 6" HIGH

OAK SADDLE

OAK SILL.

FIXED, SEE ELEVATIONS, SHEET NO.11

FOR SASH TO OPEN AND SASH

NOTE

MARK NAME OF SPACE WALLS & CEILING WOOD TRIM

SCHEDULE OF FINISHES

CLUB ROOM

LIBRARY

MAPLE FLOOR & SHOE MLD

OAK TREADS, FIR RISERS.

MEN'S COAT ROOM MAPLE FLOOR & SHOE MLD

JANITOR'S CLOSET ASPHALT TILE FL. 6" RUBBER BASE

MEN'S TOILET

STORE ROOM

WOMEN'S SHOWER R'M

WOMEN'S TOILET. ASPHALT TILE FL. 6" RUBBER BASE

WOMENS COAT R'M.

KITCHEN

AUDITORIUM

PROPERTY ROOM

STAGE.

DRESSING ROOM.

SOUND APPARATUS R'M

TELEPHONE BOOTH.

PROJECTION ROOM. FIR BENCH COVERED WITH SHEET MET.

V.G. FIR BASE, TRIM & CORNICE.

V.G. FIR BASE, TRIM,

V.G. FIR BASE, BAND MLDS, CORNICE, ET

FLOOR

MOTOR GENERATOR R'M.

MEN'S LOCKER R'M.

MEN'S SHOWER R'M

PASSAGE

WOMEN'S LOCKER R'M

STAIR.

HALL

VESTIBULE

ASPHALT TILE FL. 6" RUBBER BASE

MAPLE FLOOR & SHOE MLD

TILE FLOOR

MAPLE FLOOR & SHOE MLD.

FIR FLOOR & SHOE MLD

CERAMIC TILE FL. & BASE.

MAPLE FLOOR & SHOE MLD.

ASPHALT TILE FL. 6" RUBBER BASE

CERAMIC TILE FL. & BASE.

MAPLE FLOOR & SHOE MLD.

RUBBER TILE FL. WOOD BASE

MAPLE FLOOR & SHOE MLD.

FIR FLOOR

MAPLE FLOOR & SHOE MLD.

PLYWOOD WAINSCOT, AS DETAILED.

INSULATION BOARD WALLS & CEILING.

CEMENT PLASTER WALLS & CEILING

PLYWOOD WALLS, INSULATION BD CEILING

1"X6" T. & G. WALLS TO TOP OF PLATE

PLY-WOOD WALLS INSULATION BOARD CEILING.

PLY-WOOD WALLS, INSULATION B'D CEILING.

3 COATS METAL LATH & PLASTER.

1" INSULATION B'D & 2 COATS PLASTER.

CEMENT PLASTER WALLS & CEILING

PLY-WOOD WALLS, INSULATION BOARD CEILING.

CEMENT PLASTER WALLS & CEILING

PLYWOOD WALLS, INSULATION BOARD CEILING.

T. & G. WALLS, INSULATION BOARD CEILING

SAME AS CLUB ROOM.

FIR WALLS, SAND FLOAT PLASTER CEILING

PLY-WOOD WALLS, INSULATION BOARD CEILING

SEE

DETAIL

V.G. FIR BASE, BAND MLDS, CORNICE, ET

V.G. FIR BASE, AND TRIM

V.G. FIR DOOR TRIM

V.G. FIR TRIM AND SHELF.

V.G. FIR TRIM.

NONE

V.G. FIR BASE AND TRIM

V.G. FIR TRIM.

NONE

V.G. FIR TRIM.

V.G. FIR TRIM, & CUPBDS MAPLE

V.G. FIR BASE, TRIM,

V.G. FIR BASE, TRIM, MLDS & SHELF

V.G. FIR BASE, TRIM &

MAKE-UP

SHELVES

COUNTER

TOPS

1"X14" SHELF

POLE.

HOOK

STRIP

1"X14" SHELF

POLE.

HOOK

STRIP

SCALE 1"=1'-0"

"=1'-0"4

1SCALE

"4 32'-9"X7'-6"X1

"4 3"X7'-3"X12

111'-10

"4 38'-10"X8'-2"X1

"4 34'-0"X8'-2"X1

"4 38'-10"X8'-2"X1

"4 38'-10"X4'-0"X1

33'-4" DIA. X 1

33'-6"X7'-6"X1

"4 3"X10'-0"X12

15'-9

"4 3"X10'-0"X12

15'-9

"4 3"X10'-0"X12

15'-9

"4 3"X3'-1"X12

13'-5

"4 34'-4"X8'-6"X1

"4 32'-4"X7'-0"X1

"4 35'-6"X7'-0" X 1 "4

32'-9"X7'-0"X1

"4 32'-10"X7'-0X1

"4 32'-6"X7'-0X1

"4 32'-10"X7'-0X1

"4 35'-6"X7'-0X1

"4 32'-10"X7'-0X1

"4 32'-10"X6'-10"X1

"4 32'-8"X7'-0X1

"4 3"X3'-32

13'-1

"8 32'-0"X6'-0"X1

SADDLE

OAK

" CEM. FINISH4

11"X6" SHIPLAP & 1

" CEM. FINISH4

11"X6" SHIPLAP & 1

PLAN AT POSTS NO 32-33

DRESSING ROOM

LOOKING EASTLOOKING SOUTH LOOKING SOUTH

PLAN AT POSTS SUPPORTING TRUSSES

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:14:35 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

0 0

J T

E V

E C

T O

E D

A N

S I E

PORTLAND DISTRICT

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A C

R .L .M

R .W .T

G -9 -2 -0

R .D

S T

U L E F

C H

A N

G E

D T

O T

O S

T S S

U P

P O

R T

G T

R U

S S

E D C

H A

S T

M E

N 'S C

O A

T R

O O

M P

A S

S A

G E

W O

M E

N 'S C

O A

T R

O O

M D

V E

N T D

U C

T S S

H O

W N I

N P

R O J

R O

O M M

E N

S W

O M

E N

S S

H O

W E

S T

F I

N S

C H

E D

U L E F

R E

A D C

H A

N G

E D T

O O

A K

W N S

T O

R E R

M C

G C

H A

N G

E D

W A

L L S C

H A

N G

E D T

O P

L Y

W O

O D

C E

G C

H A

N G

E D T

O I

N S

U L

A T

N B

O A

B D

G -9 -2 -0 /C

G B

O N

N E

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

O R

E G

O N W

A S

G T

O N

U D

O R

M /A

D M

U D

O R

S T F

L O

O R P

L A

P L

A T

P L

A T

5'-0"3

P L

A T

P L

A T

P L

A T

P L

A T

P L

A T

" 1

P L

A T

P L

A T

P L

A T

FIN. FLOOR-EL. 61.25

EL. 60

FIN. GRADE-EL. 60

AREA

RAISED SEAMS

SHEET METAL ????

G.I. RIDER

FIN. GRADE-EL. 56.50

BRICKED-IN OPENING

EL. 48

CEM. STEPS

TOP OF PLATE ROOF

SHINGLE

PLATE

EL 61.25

STUCCO

FLASH

FAN-AUTOMATIC ???????

IRON RAIL

CEMENT STEPS

FIN. EASEMENT FLOOR-EL. 48.25

EL. 46

REPEAT DENTILS

BRICK VENEER

18"X24" ??????? VENT

FIN. GRADE-EL. 56.50

FIN. GRADE-EL. 60

G.I. RIDGE

FLASH

STUCCO

FIN. FLOOR STAGE-EL. 61.25

FIN. GRADE-EL. 60

STUCCO

WOOD LINTEL

STUCCO BAND

STUCCO

FIN. AUDITORIUM FLOOR EL. 57.75

FLASH

EL. 44

EL. 46

EL. 60

FIN. GRADE

REPEAT DENTILS

FIN. FLOOR EL. 61.75

D.S.

FLASH

FLASHING

STUCCO

WOOD METAL

STUCCO BAND

SHINGLE ROOF

FLASH. FLASH

STUCCO

FIN. AUDITORIUM FLOOR-EL. 57.75

FIN. GRADE-EL. 56.50

FIN. DRESS. FIN. FLOOR-EL. 53

FIN. GRADE EL. 60

FIN. BASEMENT FLOOR EL. 49.50

EL. 46

FINIAL

???? IRON

EL. 46

EL. 44APPROXIMATE NATURAL GRADE

FIN. GRADE-EL. 56.50

AND FLUES ON SHEET NO.14

SEE DETAIL OF CHIMNEYS

FIN. GRADE-EL. 60

FIN. BASEMENT FLOOR

EL. 49.50

EL. 44

EL. 46

FIN. GRADE-EL. 60

BRICK ?????

PLATE

G.I. RIDGE

FLASH

SEE SHEET #??

OF ENTRANCE ????

FOR DETAILS

FIN. FLOOR-EL. 61.75

BRICK ?????

SHINGLE ROOF

SPLIT BRICK ????

CAST IRON OAK

BRICK VENEER

BRICK ?????

CEMENT STEPS

FIN. GRADE-EL. 56.50

EL. 46

REPEAT DENTILS

PLATE

RAISED SEAMS

SHEET METAL

? D.S.

WEST IRON RAIL

APPROXIMATE NATURAL GRADE EL. 48.0

???? IRON RAIL

FIN. GRADE-EL. 60

STUCCO ?????

BRICK VENEER

FIN. STAIR FLOOR EL. 61.25

FIN. BASEMENT FLOOR-EL. 48.25

APPROXIMATE NATURAL GRADE EL. 48

NAT. GRADE

ROOF

SHINGLE

STEEL SASH

SHEET METAL ROOF

SHINGLE ROOF

FIN. BASEMENT FLOOR-EL. 48.25

SPLIT BRICK LINERS SEE SHEET 13

IRON GRILLS

CAST & WEST

IRON

FLASH

BRICK VENEER

FOR ALL CONCRETE SEE FOUNDATION PLANS

SHINGLE ROOF

FIN. FLOOR-EL. 61.75

SHINGLE ROOF 12

FLASH

???? LINTEL

BRICK ?????

BRICK VENEER

FIN. FLOOR EL. 61.75

BRICK VENEER

CEMENT STEP

FIN. DRESSING ROOM FLOOR-EL. 33

APPROXIMATE NATURAL GRADE

CEMENT STEP

FIN. BASEMENT FLOOR-EL 49.50

APPROXIMATE NATURAL GRADE

FLASH

FIN. GRADE-FL. EL. 56.50

BRICK VENEER

AIR INTAKE

CEMENT STEP

P L

A T

SASH BEHIND GRILLE

REPEAT PATTERS

SCREEN BEHIND

")2 1"X72

1FIXED WOOD LOUVERS (

RAISER SEAMS

SHEET MEAL ????

RAISER SEAMS

SHEET METAL ?????

APPROXIMATE NATURAL GRADE

FRONT ELEVATION

SOUTHEAST SIDE ELEVATION

NORTHWEST SIDE ELEVATION

ELEV. A-A

REAR ELEVATION

ELEV. B-B

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:14:38 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

E V

E C

T O

PORTLAND DISTRICT

A N

S I E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

A C

U D

O R

M /A

D M

U D

O R

E X

T E

R E

L E

V A

N S

J .T .W

R .L .M

G -9 -2 -0

R .D

G N

G A

L V

O N R

G E

S I

N D

A T

E D P

R O J E

C T

N R

M D

O R

M E

R S

A S

H T

O S

T E

H G

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

B D

G -9 -2 -0 /C

C O

L U

M B

E R

O R

E G

O N W

A S

G T

TILE DRAINS

NOT IN CONTRACT

FIN. COURT LEVEL 42.75

SUMP PUMP

HOLE FOR FUTURE

FIN. GRADE 46.

EACH STRINGER

BLOCKS-SEE UNDER

6"X12"X12" CONC.

NOT IN CONTRACT

(CREOSOTED)

4' APART

2"X4"X4' SLEEPERS

BOARDS

"X8"4 16-1

BOARD WALK-

SWITCHES

SEE DETAIL

2'-6"X6'-8" DOOR

NOT IN CONTRACT

SEE SHEET #21

SAME AS INSIDE OF COURT

FLOOR CONSTRUCTION

FIN GALLERY-EL. 53.25

RAIL OPPOSITE

T. & G. SHEATHING

OPEN

(NOT IN CONTRACT)

LIGHT OUTLET

2"X12" JOISTS 16" O.C.

FIN. MAIN FLOOR-EL. 61.75

WALL UNFINISHED

DN.

6 5 4 3 2 1

7 8 9 10 11 12 13 14 15 16 17

EACH LEVEL

ONE OUTLET FOR

3-2X10S GIRDER OVER

OF BOILER RM. STAIR

TO SWITCH AT BOTTOM

EL. 43.

NOT IN CONTRACT

BY GOV'T

RETAINING ?????

CONCRETE

HANGER

STOCK JOIST

GIRDER

3-2X10S 2X10S 16" O.C.

CEILING UNFINISHED

COURT SEE SHEET 21

FINISH OF HANDBALL

FOR DETAILS OF

HEADER

2"X12"

UNFINISHED

DRAIN TILE

X S

T U

D S

O .C

2'-0"

2X4S S4S

OPEN RAILS OF

(BY GOVERNMENT)

BOARD WALK

E R

NOT IN CONTRACT

BY GOVERNMENT

RETAINING WALL

CARRIAGES

3-2X12

LIGHT OUTLET

CEILING UNFINISHED

OPEN 2X4 RAILS

" 1

RECESS

LIGHT

(BY GOVNT.)

SUMP

BETWEEN STUDS

2"X12" HEADER

OUTLET BOX

COMPLETE BY OTHERS

LIGHT FIXTURE & BOX

NAILING STRIP

TOPPING

FIN. FLOOR

2"X4"-12" O.C.

FIN. WALL

FIN. CEILING

2"X4"-12" O.C.

H F

L A

S S -F

L U

S H

C OF LAMP

BRICK FOR LIGHT

ALLOW SPACE IN

7'-6" 11'-0" 11'-0"

4'-0"

1'-2"

E Q

U A

L E

Q U

A L

E Q

U A

L E

Q U

A L

ONLY

HINGE SIDE

JAMB SEC

MATCH ADJOINING LINING

COURT SIDE MUST RUN HORIZONTALLY &

SOLID FLUSH BATTEN DOOR-FACING ON

INVISIBLE HINGES

3-#116 SOSS

STUDS

2X6

2'-6"X6'-8" DOOR

T. & G. SHEATHING

DOOR TO COURT

HEAD SIMILAR

JAMB SEC.

VENTILATION SLOTS

AT FLOOR AND CEILING

SCALE 3"=1'-0"

SEC. AT LIGHT RECESS

SCALE 3"=1'-0"

LIGHTING PLAN

PLAN

SECTION B-B

SECTION A-A

OBSERVATION GALLERY

DETAILS OF STAIR &

"=1'-0"4

1SCALE

"=1'-0"2

1SCALE

CONTINUOUS AROUND ROOM

THESE SLOTS TO BE

-NOTE:

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:14:45 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

R .L

E V

E C

T O

A N

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

U D

O R

M /A

D M

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

G -9 -2 -0 /C

G N

B D

G -9 -2 -0

R .D

E G

O N W

A S

G T

O N

U D

O R

D E

T A

S O

F H

A N

D B

A L L C

O U

16" O.C.

2"X6" CEIL JOISTS

16" O.C.

2-1"X4"

2"X10" RIDGE

2"X6" STUDS

VENEER

BRICK

FIN. FL. EL.: 61.75

16" O.C.

2"X6" CEIL JOISTS

16" O.C.

2-1"X4"

2"X8" RIDGE

2"X6" STUDS.

VENEER

BRICK

FIN. FL. EL. 61.75

2"X4" CONT.

16" O.C.

2"X6" RAFTERS

WASH

CEMENT

WALLS.

CORBEL

CONCRETE

BRICK NEXT COURSE

TOP COURSE SPLIT

VERTICAL.

BRICK WIDE FACE

BRICK

CRICKET

FLUE

30X24

C O

N C

R E

T E

FINISH

CEMENT

CEMENT PLASTERED.

FLUES

24X15

FLUE

FILL.

DOOR

C.I. CLEAN-OUT

BRICK

DUMP.

ASH

DAMPER

SHT 12

SEE PLAN

BRICK

FOR PROFILE

SEE OTHER DETAIL

EL. 85.0

GRID FLOOR

2"X12" RIDGE

FINISH STAGE FLOOR EL. 61.25

SHEATHING.

2"X6" STUDS.

PLATE.

2-2"X6"

TOP OF PLATE

16" O.C.

2"X6" RAFTERS

I BEAM.

TOP FLANGE OF

2"X6" BOLTED TO

WOOD POST.

8"X8"

18" CB 47#

15" I 42.9#

2"X4" 6" APART

WOOD POST.

8"X8"

PROSCENIUM OPENING.

C AUDITORIUM.

DETAILS

SEE CONNECTION

2-2"X6"-32" O.C.

2"X6" STUDS

PLATE

3-2"X8"

FIN. STAGE FL. EL. 61.25

2"X6" RAFTERS 16" O.C.

2"X8" FILLER

GRID FLOOR JOISTS

2-2"X8" RAFTERS AT

2"X8" RIDGE

16" O.C.

2"X6" RAFTERS

2-1"X4"-16" O.C.

CAT-WALK.

2"X6" JOISTS

8"X12" GIRDER.

METAL LATH

3 COAT PLASTER ON

AT DORMER

16" O.C. EXCEPT

2"X4" STUDS

EL. 73.25

8"X8" POST.

2"X6"-16" O.C. ELSEWHERE

DORMER ONLY.

2"X10" JOISTS UNDER

16" O.C.

2"X4" STUDS

SEE OTHER DETAIL

DORMER

8"X10" STRUT

2"X4"-16" O.C.

16" O.C.

2"X6" CEIL JOISTS

8"X12" GIRDER

3-2"X10"

TO 2X10

2"X4" SPIKED

PLATE

FLOOR

CONTINUE TO

C BLDG.

3-2X10" HEADER

VENEER

LINE OF BRICK

2"X6" STUDS.

SHEATHING LINE.

8"X8" POST.

FRONT ENTRANCE.

3-2"X10" OVER

8"X12" PURLIN

1"X6" RIBBAND

2"X8" RIDGE.

6"X10" PURLIN.

8"X12" PURLIN.6"X10" PURLIN

METAL POST CAPS.

1"X6" RIBBAND

OPENINGS

PROJECTION

SEE DETAILS

2"X6" CEIL JOISTS

THIS. SHEET

SEE DETAIL OF HEADER

EL. 73.25

PROJECTION ROOM

2"X10" JOISTS 16" O.C.

8"X8" POST

2"X6" STUDS.

POST

8"X8"

AUD. FLOOR. EL. 57.75'

2"X10"-16" O.C.

FOR 10"X16"

8"X10" STRUT

2-2"X12"

2"X12"-16" O.C.

3-2"X12"

10"X16" TRIMMER

2"X4"

5" 14'-7"14'-7" 5"

30'-0"

PLATE

16" O.C.

2"X8" RAFTERS

12'-3"12'-3"8'-9"

42'-0"

11'-0"8'-9"

2"X8" JOISTS 32" O.C.

16" O.C.

2"X8" RAFTERS

5" 13'-7"13'-7" 5"

28'-0"1

5'-9"5'-9"

"2 114'-10 & 2" O.C.

2"X4" BRACES.

2"X6" RAFTERS-16" O.C.

CAT-WALK

LADDER

CAT-WALK

LADDER

L O

O R

5""4

FIN. FL EL. 61.75

2"X12"-16" O.C

WASHER.

" PL.2

13"X3"X

ROD

WASHER.

" PL.2

13"X3"X

VARIES

CEILING JOISTS.

10"X16" TRIMMER

2"X10" JOISTS.

10'-4"10'-4"

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

CONC. CONC.

DOORS

"4 16'-1"4

16'-1

10"X16"

2"X6" STUDS

" CEMENT FINISH ON METAL LATH4

OPENINGS

2"X6" STUDS SPACED TO

PROJECTION ROOM

CEIL JOIST SUPPORT

1-6"X10" WITH 2"X4"

2"X6" STUDS 16" O.C.

CONTINUE

2"X6" CEIL JOISTS

2"X6" STUDS

BRACE NOTCHED TO

2"X6" DIAGNAL

2"X6" STUDS.

MAIN FLOOR EL. 61.75

6'-0"

2'-6" 1'-3" 9"

4" 2

9""2 149"

18"X18" FLUE

B R

SPLIT BRICK

30"

SPLIT BRICK-COURSES

FINISH GRADE

3'-6"

24"X30"

18"X18"

FLASHING.

18"X18"

EL. 49.5 FINISH FL. BOILER RM.

SPLIT BRICK-COURSE

CEMENT FINISH

1FLOOR-METAL LATH AND 1

METAL LATH AND PLASTER

WALLS AND CEILING 3 COAT

OPENINGS

PROJECTION

D.S.

FOR GROSS BRACING.

SEE DETAIL ON SHT. 15

C OF BRACING

GUTTER

2"X6" RAFTERS 16" O.C.

D.S.

-2

CLOSED VALLEY.

D.S.

CAT WALK

D.S.

-2

"X "A

CRICKET

METAL

SHEET

24"X30"-FLUE

U R

8"X8" POST.

U R

CLOSED VALLEY

CUPOLA.8"X8" PST.

P U

R L

CAT WALK

D.S.

C C

D D

D.S.

GUTTER.

D.S.

A D.S.

D.S.

-2

CEILING JOISTS.

HANGERS SUPPORTING

VALLEY

CLOSED

CRICKET

METAL

SHEET18"X18" FLUE

16" O.C.

2"X8" RAFTERS

GUTTER.

C A

W A

L K

D.S.

CLOSED VALLEY.

D.S.

F G

I B

E A

M S

I B

E A

M S

11'-0"14'-0"14'-0"14'-0"11'-0"

30'-0"29'-0"42'-0"29'-0"30'-0"

30'-0" 28'-7" 42'-10" 28'-7" 30'-0"

160'-0"

3'-6"

8"X10" POST 16" O.C.

2"X8" RAFTERS

18" C.B. 47# I BEAM

C TRUSS

RECIEYING CROSS BRACING

SEE SECTION C-C FOR MEMBERS

O .C

R A

F T 'R

VALLEYS

WOOD SHINGLES IN ALL

SHINGLES LAPPED IN WITH

10"X20" SHEET METAL

DORMER

LADDER

METAL)

(SHEET

C TRUSS

P U

R L

P U

R L

P U

R L

C TRUSS16" O.C.

2"X6" RAFTERS

C TRUSS

P U

R L

P U

R L

P U

R L

8"X10" POST.

15"X24"-FLUE.

MEMBERS RECIEVING CROSS BRACING

SEE SHEET 15 FOR

2"X6" STUDS.

STAGE FLOOR.

JOISTS.

2"X4" STRUT.

AUDITORIUM FLOOR

2"X10" SILL.

T & G THIS SIDE.

2"X4"-6" APART

FIN. CEILING

FOR PROSCENIUM

SEE OTHER DETAIL

PROSCENIUM OPEN'G

HIGH POINT

18" C.B. 47#

8"X10" POST.

15" I 42.9#

LINE OF WALL STUDS

NOTE

EL. 85.0

GRID LEVEL

6"X6" STRUT

6"X10" PURLIN.

OVER STAGE.

2"X8" RAFTERS

OVER AUDITORIUM.

2"X6" RAFTERS

6"X10" PURLIN.

6"X6" STRUT

DOWEL.BEAM.

15"-42.9# I

8"X10" POST

FIN. GRADE

1"X6" T. & G.

STAGE FLOOR EL. 61.25

2"X10" JOISTS 16" O.C.

8"X10" POST.

4"X6"

BEYOND

2"X6" STUDS

LIGHTS SEE SHEET 17.

FOR DETAIL OF FOOT-

2"X10" JOISTS 16" O.C.

AUD. FLOOR.

2"X4"

4"X4" STRUT

C POST

3'-6"

15 " C.C. POSTS.4

123'-0

"2 1610"

"4 18"4

BOLTS 8' O.C.

10"

2"X10" JOISTS.

BOLTS 8' O.C.

6"X6" STRUTS.

2"X4" STUDS-16" O.C.

2"X8" JOISTS-32" OC.

34-

BOLTS ABOUT 4' O.C

3BEAM WITH

TOP FLANGE OF I

2"X6" BOLTED TO

SIDE

LAG SCREWS EACH

5POST WITH 3-

LAG TO 8"X10"

18" C.B. 47# AND

CAP RIVETED TO

8"-11.5# POST

ABT 4'-0" O.C.

3WITH

FLANGE OF 15" I.

2"X6" BOLTED TO TOP

10'-4"1'-11"

12'-3"

TRAP DOOR.

WALL

JOISTS-16" O.C.

2"X6" CEILING

16" O.C.

2-1"X4" HANGERS

DOUBLE 2"X10" RAFTER.

3"X4"-SPIKED TO

2-2"X10" R

AFTER

B R

K L

POST.

C WOODL

EL. 61.75

2"X12" JOISTS-16" O.C.

EL. 57.75

16" O.C.

2"X10" JOISTS

8"X8" POST

6"X10"

8"X12"

2"X6"

2"X8"

2"X6"

6"X10"

2"X6"

TO 6"X10"

2"X4" LAG SCREWED

STUD

2"x6"

CEILING

FINISH

A B

O V

A U

D F

POST ???

8"-11.5# ???

OLTS.

??? 47#

42.9#

8"X10" POST.

" RIVETS.8

74-

53-

TOP OF CONC.

" PLATE UNDER 8"X10" POSTS.4

18"X10"X

" PLATE UNDER 8"X8" POSTS.4

18"X8"X

POST.

"=1'-0"16

1SCALE

ROOF FRAMING PLAN

CUT AT PLATE

DETAIL RAFTER

"=1'-0"2

1SCALE 1

"=1'-0"4

1SCALE

SECTION

NORTHWEST CHIMNEY

ELEVATION

SOUTHWEST CHIMNEY

ELEVATION

PLANPLAN

"=1'-0"2

1SCALE 1

& 8"X12" PURLINS

RAFTER CUT AT 6"X10"& HANGERS SUPPORTING CEILING JOISTS

DETAIL OF DOUBLE 2"X10" RAFTER

"=1'-0"2

1SCALE

PROJECTION OPENINGS

DETAIL HEADER OVER

SCALE 1"=1'-0"

SECTION THRU STAGE

" SCALE2

AUDITORIUM FLOORS

BETWEEN STAGE &

SECT. AT PARTITION

" SCALE2

SECTION E-E

"=1'-0"4

1SCALE

SECTION B-B

"=1'-0"4

1SCALE

SECTION A-A

"=1'-0"4

1SCALE

SECTION F-F

SECTION C-C

8"X8" POSTS

BOTTOM OF ALL

1" SCALE

"=1'-0"2

1SCALE

IN FLOOR LEVELS

SHOWING DIFFERENCE

WALL OF AUDITORIUM

SECTION THRU SOUTH

"=1'-0"2

1SCALE

OVER STAGE & PROSCENIUM

DETAIL OF I BEAMS

SECTION ABOVE PROSCENIUM

1" SCALE

CAP & CONNECTION

DETAIL OF POST

SECTION D-D

"=1'-0"4

1SCALE

ELEVATION

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:14:49 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

R .W

E V

E C

T O

2 1

A N

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

O R

E G

O N W

A S

G T

O N

U D

O R

M /A

D M

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

G -9 -2 -0

R .D

G N

B D

G -9 -2 -0 /C

C .H .W

U D

O R

U C

T U

R A

L D

E T

A T S

T A

G E S

E C

N D -D L

O W

E R

E D P

R O J

R O

O M F

L O

O R S

E C

D E

T A

A F

T E

R C

U T S D

E T

E A

D E

R P

R O J E

C T

N O

P E

G S -R

O O

STUD LINE

A U

D F

L T

O C

POST

2' -0

"2 120'-6

"2 113'-6

10'-4"

9" N .T.S

1'-4

6" 3"

3"6"6"

1" 11" 1" 1" 1"11"

0# C

8" X8

0# C

6"X10" PURLIN

8"X10" 10950# T

00 T

4"X8"

BRACING THIS SHEET

SEE PART PLAN CEILING

11"

ABOUT C

TRUSS SYMETRICAL

2"X6" CEIL. JOIST

2"X4"

3OF CHORD. 3-

2"X8" PURLIN SUPPORTS EACH SIDE

" RODS4

36-

" BOLTS4

36-

" BOLTS4

EACH SIDE

" LAG SCREWS8

316-

" THICK PLATE STEEL.8

" STEEL STRAP8

33"X

" BOLTS4

36-

" BOLTS4

36-

PLATE

" THICK STEEL8

" BOLTS8

72-

"X3" STEEL STRAP8

WELDED TO PLATE

"X1" LUGS4

3WITH

" PLATE2

1"X98

STAGGERED

WASHERS 6'-0" O.C.

" BOLTS WITH4

4"X4"

POST.

EACH SIDE OF

"X4" LAG SCREWS8

512-

" STRAP2

1"X74

ANGLE

" RIVETS EACH4

LS 3 COUNTER SUNK

"4 1"X68

53-4"X12"X

18" CB. 47#

72-

7'-0"

"2 12'-1

SUPPORTS

2"X4" CEILING JOIST

(BOLTED AT TRUSS JOINTS)

" LAG SCREWS

"X4" DOWELS2

1WITH

" PLATE4

3"X2

15"X5

FIXED

CEMENT PLASTER

RUBBER TILE BASE

CEMENT PLASTER

PARTITION

LATH & PLASTER

2" SOLID METAL

3" CERAMIC TILE BASE

PLASTER

CEMENT

3" 6

3"RUBBER TILE BASE

25 24 23 22 21 20 11 10 9 8 7 6 5

RADIATOR

16 15

BENCH

WOOD

BENCH

WOOD

LOCKER-FOR AIR TO RADIATOR

6" HIGH OPENINGS IN BASE-FULL WIDTH OF

ASPHALT TILE FLOOR

SASH ABOVE

BENCH

WOOD

BENCH

WOOD

RUBBER TILE BASE

CEILING VENT

18"X18"CERAMIC TILE

3" DRAIN

ASPHALT TILE FLOOR

18"X24" CEILING VENT

PLYWOOD DOORS & PARTITION

2'-4"X4'-0" DOORS

"4 31'-4

2'-3"2'-3"

2"X6" STUDS

2'-9" 2'-9"

"2 15'-2

5'-0"

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

CEMENT PLASTER

GRILLE

18"X24" STAMPED STEEL

PLYWOOD

OPEN

RUBBER TILE BASE

PAN CLOS.

POT &

CEMENT PLASTER

FURR

CLOS.

TABLE

CARD

DRAWERS BACK

STEEL

STAINLESS

SINK

DISH

SOAP

LINED

METAL

DRAWERS

BIN

DRAWERS

SHELVES

PLASTER

WOOD

METAL

DRAWER

FANS

FLOOR

TILE

RUBBER

R A

E D C

O U

N T

E R

C O

U N

T E

S H

E L

V E

O P

E N

C U

P B

O A

R D

RACK

CONDIMENT

OVER

HOOD

METAL

C U

P B

O A

R D

SPACE

REFRIGERATOR

CUPBOARD

WOOD BASE

10"

DUCT

SHEET METAL

FAN

FURR CEILING

CEMENT PLASTER

TYPICAL PICTURE MOLD

DOOR

FIXED

CONDIMENT RACK

CEMENT PLASTER

DRAWERS TOP OF RANGE

SEE SPEC.

RANGE

ELECTRIC

DRAWERS

SPACE

REFRIGERATOR

SHELF

WOOD BASE

TYPICAL PICTURE MOLD-SHEET #6

CEMENT PLASTER

FURR

STAINLESS STEEL

BOARD

BREAD

SHEET #12

SEE CLUBROOM

FOR DOORS

DRAWERS

SHELVES

OPEN

DRAWERS

METAL-LINED

DRAWERS

SINK

OPEN

HINGED

WOOD BASE

2'-6"

RANGE

CASES

BACK FOR

" PLYWOOD4

METAL HOOD

OF PARTITION

AT BOTTOM

6" HIGH OP'NG

CERAMIC TILE FLOOR & BASE

1" PLYWOOD DOORS

R A

T O

R U

N D

E R

& BACK

DRAINBOARD

SINK

STEEL

STAINLESS

CLOS.

& PAN

POT

CLOS.

TABLE

CARD

DRAWERS

SHELVES

OPEN

SHELVES

RADIATOR

IRON WIRE

SCREEN OVER

12"X15"X36" DOUBLE TIER LOCKERS

SOAP DISHES

S O

E T

A L L

A T

H P

L A

S T

E R P

A R

CEMENT PLASTER

" PIPE TO EXTEND 8" INTO POSTS4

" PLYWOOD DOORS4

" PLY-WOOD DOORS4

PLASTER BEHIND

" PLYWOOD4

BACK

" PLYWOOD4

" PLYWOOD DOORS4

BELOW

CARD TABLES

FOR

CLOS.

SHELVES

PAN CLOS.

POT &

LIGHT

1'-2" 1'-2"

2'-0"

O P

E N S

H E

L V

E S

C O

F A

U D

O R

M L

T R

L E

E X

T E

R L

E S

T U

D S

BRACING

2"X10" CROSS

18" I. TO RECEIVE

4"X4" BOLTED TO

C E

T S

15" I

18" I.

4"X4"

2X4

B O

L T

E D T

6"X10"

15" I.

8"X10" POST

TOP OF CONC. WALL

TO FLOOR

CONTINUE

BOTTOM CHORD OF TRUSS

2"X6" CEILING JOISTS

TOP WHERE POSSIBLE

2"X4"X4' LG. SCABS ACROSS

BLOCKING AT ENDS

JOISTS. SOLID

2"X6" CEILING

3-2"X10"

NOTCHED INTO STUDS

2"X6" CROSS BRACE

AUD. FL. EL. 57.75

WHEREVER POSSIBLE

2 SPIKES AT JOISTS

BRACING SPIKED WITH

POST

AT BRACE CROSSINGS

" BOLTS WITH WASHERS4

31-

EL. 61.25STAGE FL

2"X4" SPIKES 12" O.C.

EACH CONNECTION

" LAG SCREWS AT2

1"X48

5WITH 4-

TO TRUSS BOTTOM CHORD

2"X10" BRACING LAG SCREWED

BOTTOM CHORD OF TRUSS

PROSCENIUM HEAD

DETAIL CONSTRUCTION

SCALE 1"=1'-0"

SECTION

SHOWING WALL BRACING

PART ELEVATION PROSCENIUM WALL

"=1'-0"4

1SCALE

SCALE 1"=1'-0"

SECTION

TRUSS DETAIL

SCALE 1"=1'-0"

PLAN

ELEVATION TOILET RM. TOWARD SHOWERS PLAN OF KITCHEN

"=1'-0"

1SCALE

ELEVATION KITCHEN TOWARD CLUB ROOMELEVATION KITCHEN TOWARD WINDOWS

"=1'-0"2

1SCALE

ELEVATION KITCHEN TOWARD LOCKER ROOMELEVATION KITCHEN TOWARD CORRIDOR

PART PLAN CEILING BRACING

"=1'-0"4

1SCALE

ELEVATION LOCKER ROOM TOWARD TOILET & SHOWER

ELEVATION LOCKER ROOM TOWARD OUTSIDE WALL

"=1'-0"2

1SCALE

SIDE ELEVATION TOILET PART.

PLAN OF WOMEN'S LOCKER RM. ~ SHOWERS ~ TOILET

SHOWER RM.

ELEV.

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:14:59 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

J .T

U D

O R

E V

E C

T O

A N

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

O R

E G

O N W

A S

G T

O N

U D

O R

M /A

D M

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

G -9 -2 -0

R .D

G N

E R

R D

E T

S B

D G -9 -2 -0 /C

U B

B E

R T

E B

A S

E I

N K

C H

E N

H A

N G

E D T

O W

O O

R O

S C

E N

M W

A L L

TOP CHORD

8"X8" S4S

POSTS

8"X10" S4S

T O F

L O

O R

TOP OF PLATE

O G

N E

STRUT

4"X8" WOOD

R S- " O .C

8"X10" S4S BOTTOM CHORD

SIDE

2X4S EACH

C A

U D

O R

2X8 RIDGE PIECE

6"X10" PURLIN

CHORD-S4S

8"X10" BOTTOM

(CUT PLATE FROM ONE PIECE)

WELDED TO PLATE AS SHOWN

"X1" LUGS4

3SIDE-WITH

DAPPED INTO CHORD EACH

" STEEL PLATES2

1"X98

STD. WASHERS

" LG.2

72-

11"

7'-0"

"2 120'-6

21'-0"

" LG.2

STD. WASHERS

" LONG2

1SIDE-8

36-

G S

T D

W A

S H

E R

-7

T W

EACH SIDE

"X3" STEEL TIES8

2' -0

R A

-DO NOT WELD)

(CUT OUT OF ONE PLATE

STEEL PLATE

" THICK8

DOWEL-WELDED

"X4"2

1BEARING PL.-

"4 3"X2

1"X52

" LG.-OGEE WASHERS2

33-

SUPPORT-EACH SIDE

2"X8" PURLIN

1'-0"

"2 12'-1

6"6"

" LG.)2

1(8

STD. WASHERS

-36

OGEE WASHERS

" LG.-STD.2

-36

1'-0

"21

2'-1

" LG.

SCREWS-E

ACH S

IDE S

TD. W

ASHERS

" LAG

"X38

WASHERS-E

ACH S

IDE

SCREWS-S

TD. O

GEE

OGEE WASHER ONE END

" LG.2

3TWO

1" 1"

1'-4

103'-8" LG.

" STRAP2

1"X74

NO WELDING)

(CUT FROM ONE PLATE

STEEL PLATE

"2 1"X98

STD. WASHERS

EACH SIDE OF POST

" LAG SCREWS2

1"X38

512-

"4 32 "4

RIV

ETS

EACH L

" C.

STEEL L

LUGS-3

" LG.

"X68

"X2

3-4 "X1

TOP CHORD

PURLINS-CUT AROUND

6"X10" S4S

SCALE 1"=1'-0"

PLAN-FISH PLATE CONNECTION

RIDGE CONNECTION

PLAN

END CONNECTION

PLAN OF TOP

AT CONNECTION

SEC.-LOWER CHORD

FOUR (4) IDENTICAL TRUSSES REQUIRED.

NOTE:

OR DURING FABRICATION OR ERECTION.

NOT BE ALLOWED TO GET WET EITHER IN SHIPMENT

SEASONED OR KILN-DRIED-MEMBERS MUST

GRADE (COAST REGION) DOUGLAS FIR. WELL

ALL TRUSS LUMBER TO BE SELECT STRUCTURAL

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:15:01 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

E V

E C

T O

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

O R

E G

O N W

A S

G T

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

O F T

R U

S S

E S

R .L .M

B D

G -9 -2 -0 /C

B D

G -9 -2 -0

R .D

U D

O R

PORTLAND DISTRICT

U D

O R

M /A

D M

S O

L D

E R H

E A

D S

G U

T T E

S H

E E

T M

E T

A L

C O

U R

S E

D E

N T

B R

" 'S

P L

A T E

P A P

E R

B U

S H

G L E S

M E

T A

L " U

N D

E R

R U

N S

H E

E T

G U

T T E

S H

E E

T M

E T

A L

O F G

U T T E

H P

"X " B

O L T S -6 '-0

" O .C

"X " B

O L T S -6 '-0

" O .C

C O

U R

S E

D E

N T

B R

E R

S P

S U

R F

A C

R E -S

A W

E D

D O

W S

O V E

" 'S

T H

R E E

A Y

E R

S P

L Y

W O

O D

W A

L L S O

F P

L A S

T E

R O

W O

O D C

O P

A L L B

K Q

U O

S T

H U

S P

W O

O D C

O P

Q U

C O

N N

E C

" D

O W

N S P

O U

A U

G E S

T R

A P S -5 ' O .C

D R

L E

R B

L O

C K S

12' TO FIN. FLOOR IN BOTH BLDGS.

S H

E A T

A U

G E S

T R

A P S -5 '-0

" O .C

" R

A F T E

R S -1

" O .C

S H

G L E S

S H

E A T

" R

A F T E

R S

H P

S H

E A T

S H

G L E S

B U

G P

A P E

S H

E A T

P L A T E

T O

P O

F P

L A T E

G U

T T E

T O

P O

F P

L A T E

B R

P R

O J . A

T Q

U O

T W

K V

E N

E E

C O

R N

E A

B O

V E W

O W

S C

O R

E A

T S

E S -M

N T

R . G

A B

L E -A

U D

B R

K V

E N

E E

R C

O R

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:15:03 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

E V

E C

T O

A N

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

O R

E G

O N W

A S

G T

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

G -9 -2 -0

R .D

G N

W H

E R

E B

K V

E N

E E

R O

C C

U R

A L L C

O R

E S

U D

O R

M /A

D M

B D

G -9 -2 -0 /C

G L E S

F A

C E O

F W

A L L

Q U

L A

Y E

R A

L O

N G R

A K E S

S H

G L E S (W

E A

V E

N E E

X T R

A U

G E S

T R

A P S -5 '-0

" O .C

N A

E A

D S

S O

L D

E R

G U

T T E

S H

E E

T M

E T

A L

H P

D O

W N S P

O U

T S

H O

L E S F

O R

B U

G P

A P E

T O

P O

F P

L A T E

P L A T E

" 'S

T W

G U

T T E

H P

18'-0" TO FIN. AUDITORIUM FLOOR

R E S S . R

M . W

C O

R N

E O

N P

R O

H W

O O

B R

K C

O R

E W

M O

U L D -T

S T R

S T

U C

C O

Q U

S T

U C

C O

12'-10" TO FIN. STAGE FLOOR

P L A T E

" R

A F T E

R S

S H

E A T

" R

A F T E

R S

T O

P O

F P

L A T E

B U

G P

A P E

Q U

" TO FIN. STAGE FLOOR16

1112'-10

S H

E E T M

E T

A L F

L A S

" TO FIN. AUD. FLOOR16

1116'-4

M W

D O

W S

O V E

R A

U D

O R

W O

O D L

T E L

A U

O R

M C

O R

E C

O R

E F

O R P

R O

P . R

M .-D

R E

S S . R

M S

O U

N D R

M . W

O F B

Q U

S A

T R

E A

C O

R N

E O

V E

R E

T U

R N O

F A

U D

S E

C T

N T

H R

B U

A T R

E A

R O

C O

R N

E O

V E

R Q

U O

R E

T U

R N O

F A

U D

O R

E L E

V A

N O

R A

K E M

O U

L D

B O

T H F

R O

N T R

E A

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:15:05 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

E R

E B

K V

E N

E E

R O

C C

U R

E V

E C

T O

A N

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

O R

E G

O N W

A S

G T

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

G -9 -2 -0

R .D

G N

C O

R N

E S R

A K

E M

O U

L D

B D

G -9 -2 -0 /C

U D

O R

M /A

D M

U D

O R

" R

A F T E

R S

S H

G L E S

F L

A S

B L

D G . P

A P

E R

S H

E A

T H

C H

A M

F E

R E

D B

L O

C K

S H

E E

T M

E T

A L

F .S .-A

D M . B

L D

S H

E E

T M

E T

A L

R A

E D S

E A

M S

L O

U V

R E S

M E

T A

L W

A T E

R H

O O

F L

A S

O N

L Y

A T C

O R

N E

R S

S E

E L

A T E

R D

E T

O P F

F O

R W

R O

O N

R A

E D S

E A

M S

'-1

A D

T R

A T

N B

L D

X R

G E B

. IN

" R

A F T E

R S

. A

U D

" F

L U

S H S

F L

A S

F L

A S

L O

U V

R E S

1 2 3 4 5 6 7 8 9 1

B A

E E

T M

E T

A L

" D

"2 12'-9

U D

O R

" F O

R C

. A

U D . C

U P

O L

. 3 '-2

"2 13'-3

'-1

"4 31'-8 2'-6"

3"3"3"

'-8

" B

R A

B O

L T E

D T

H R

U D

G O

N A

L O

N A

U D

. C

U P

O L

C O

N N

E C

N O

F W

R O

O N

D O

T T E

D L

E S S

H O

S H

E E

T M

E T

A L C

U D . C

U P

O L

C U

P O

L A

. A

U D

O R

S C

A L E

'-0

A D

M . B

L D

G . C

U P

O L

S C

A L E

'-0

C O

R N

E R

H E

A D

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:15:07 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

J .T

E V

E C

T O

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

O R

E G

O N W

A S

G T

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

G -9 -2 -0

R .D

G N

PORTLAND DISTRICT

B D

G -9 -2 -0 /C

U D

O R

M /A

D M

C U

P O

3"Ø DOWNSPOUT

FACE OF BRICK

LEAD EXPANSION SHIELD

ORNAMENT SOLDERED ON

BRICK DENTIL COURSE

WIRE STRAINER

G.I. STRAP

#12 GA.

BRICK CORNER

WOOD COL.

2"Ø

WIRE STRAINER

LEADER HEAD

2"Ø DOWNSPOUT

C O

C A

P W

O O

D C

O L

U M

N C

O R

#12 GA. G.I. STRAP

24 GA. G.I.

"Ø BOLT4

" EYE BOLT4

1STD.

PLAN

DOWNSPOUT

ELEVATION TYPICAL LEADER HEAD

SEC. TYPICAL LEADER HEAD

DOWNSPOUT

PLAN

MAIN ENTRANCE PORCH-ADM. BLDG.

SEC. LEADER HEAD

ELEVATION LEADER HEAD

MAIN ENTRANCE PORCH-ADM. BLDG.

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:15:09 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

J .T

E V

E C

T O

A N

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

O R

E G

O N W

A S

G T

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

G -9 -2 -0

R .D

G N

U D

O R

M /A

D M

G -9 -2 -0 /C

L E

A D

E R H

E A

RAISED SEAMS

SHEET METAL

BRONZE INSECT SCREEN

FIN. GRADE

WOOD LOUVERS

CENENT STEP

FIN. GRADE 56.50

FIN. AUD. EL. 57.75

WOOD LINTEL

STUCCO

WOOD LINTEL

FIXED

WOOD LINTEL

CLUBROOMS

FIXED IN

FIXED

FIN. MAIN FLOOR

WOOD LINTEL

FIN. FLOOR

WOOD LINTEL

STUCCO MOLD

#7002

STOCK MOLD

FLASH

FLAT SEAMS

SHEET METAL

BOARDS

FLUSH

FIN. CEILING

FIN. FLOOR

WOOD LINTEL

FIN. FLOOR DRESS. RM.

LOUVERS

ALUMINUM

AUTOMATIC

ELECTRIC FAN

WOOD LINTEL

FIN. GRADE

CEMENT STEPS

-ONE REQ'D

FOR STORE RM. ONLY

SINGLE DOOR & TRANSOM

NO.107

IRON ESCUTCHEON

LEAD EXP. SHIELD

RAIL

IRON

WROT

A D J

G P

R O J E

C T

TILE SILL

TILE FLOOR

8"X8" POST

FLATWISE

BRICKS LAID

BAJKETWEAVE PATTERN

PUSH BARS

BRICK PORCH & STEPS

FIN. GRADE-EL. 60

SPLIT BRICK ARCH

CAST IRON ORNAMENT

3" D.S.

TOP OF PLATE

CAST IRON URN

FOR CONCRETEWORK SEE FOUNDATION PLAN

PIERCED BALUSTRADE

SHEET METAL ROOF

TILE BASE & FLOOR

PANEL

WOOD

KEYBLOCK

GRILLE

CAST IRON

WROT &

KEY BLOCK

WOOD

CUPOLA

FIXED FIXED

FIXED

2'-10"

"2 1"X12

" SQ.4

FIN. MAIN FLOOR

FIXED FIXED

WIRE GLASS

SASH & FRAME

STEEL CASEMENT

"2 13'-1

REVEAL

PLASTER

URN

IRON

CAST

2'-6"

2'-9"

13'-8"

2'-0"

"2 14"2

HOOPS

"4 1"X18

33-

3'-4" "2

14"2

2' -0

HOOPS

"4 1"X18

12"

4'-0"

REPEAT SASH

FIXED

MAIN FLOOR LEVELKICK PLATE

METAL"

8 1

"2 14 "2

14"2 146""2

13'-6"

C H

E C

K H

H T O

N J

O B

LINERS

SPLIT BRICK

BRICK DENTIL COURSE

3TO PROJECT

PATTERN BRICKS

1" PROJECTION

SPLIT BRICK ARCH

2'-9"

2'-9""2 13 "2

WOOD SASH

WROT IRON

CA & T IRON

R A

"2 15'-10

GRILLE IN FRONT OF SASH

GLASS

FIXED

SCREEN

BRONZE INSECT

CAST IRON ORNAMENT

C T

O C J

T S

KITCHEN DOOR & WINDOW

NO.125

ONE REQ'D

AUDITORIUM WINDOWS

NOS. 111-112-113-119-120-121

6 REQ'D.

PLAN

DORMER

PROJECTION RM.

NO.201

SECTION

WINDOW

DRESSING ROOM

ONE REQ'D.

ELEVATION

PLAN

"=1'-0"2

1SCALE

ELEVATION

PLAN

"=1'-0"2

1SCALE

MAIN ENTRANCE DETAIL

SECTION

INTAKE

AIR

SECTION

ELEVATION

"=1'-0"2

1SCALE

4 PAIRS REQ'D

EXIT DOORS-AUDITORIUM ~

5 REQ'D.-4 FIXED-ONE TO OPEN

OCTAGONAL WINDOWS

PLAN

FINIAL

WROT IRON

ELEVATION

LOCKER RM. WINDOWS

NOS. 108-123

2 REQ'D.

NOS. 104-105-127-128

4 REQ'D.

CLUBROOM WINDOWS

NOS. 102-130

2 REQ'D.

CORRIDOR WINDOWS

NOS. 103-106-126-129

4 REQ'D.

CLUBROOM WINDOWS

RAKE MOLD

SCALE 3"=1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:15:11 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

D R

A W

N B

C H

E C

K E

D B

R .L

E V

E C

T O

S I E

B O

N N

E V

L E P

O W

E R N

A V

A T

N P

R O J E

C T

C O

L U

M B

E R

U D

O R

M /A

D M

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

P O

R T

L A

N D

O R

U S

G -9 -2 -0

R .D

G N

PORTLAND DISTRICT

B D

G -9 -2 -0 /C

R .L .M

P R

O J E

C T

N B

O O

T H D

O R

M E

R C

H A

N G

E D T

O S

T E

E L S

A S

H -W

E G

L A

S S

O R

E G

O N W

A S

G T

O N

U D

O R

E X

T E

R D

E T

4" 4"

G R

L E

O U

T S

G D

O O

D .A . D

O O

" BOTTOM RAIL-BOTH DOORS4

" STILES ON SIDE DOORS2

5'-6" PARK DOORS

D .A . D

O O

S .A . D

O O

R S

E D S

A S

E D S

A S

E D S

A S

9'-7" RADIUS AT HEAD

D O

O R

FIXED

D .A . D

O O

E D D

O O

"16

D O

O R C

H E

C K O

F E

N D

E S

L C

E R

A M

K P

L A

T E S

T E

R R

A C

B R

C A

U L

G C

O M

P O

U N

O A

K U

M E

L A S

C A

U L

K W

C E

R A

E S

CONTINUE TILE SILL AROUND CORNER POSTS

E S

L L C O

F D

O O

R C

H E

C K

D O

O R C

H E

" J

M E

T A

L K

K P

L A

T E

. F

L O

O R L

. W

O O

D F

L O

O R

B R

K B

L O

C K

F L

A S

O P

E N

A R

O U

N D B

C O

N T

U O

U S

T H

O U

L D

P O

S T S

G L

U E

D -U

. P

L A S

T E

O N C

O R

N E

R P

O S

T S

S U

P P

O R

T C

O N

S T

R U

C T

S H

O W C

O R

D O

T T E

D L

E S

O F S

H E

E T M

E T

A L S

P O

U T

D O

T T E

D L

E S S

H O

W S

E E

L E

V A

F R

O N

T S

E S

" A

P A

R T

R A

E D S

E A

M S

F L

A T S

E A

M S

S H

E E

T M

E T

A L R

O O

S H

E E

T M

E T

A L

F A

C E O

F W

A L L S

T U

D S

FIXED GRILLE

F L

A S

B L

O C

B R

R T

O O

P E

N -S

E E S

H E

E T

T W

O S

A S

H A

B O

V E T

R A

N S

S H

O W

N O

N S

H E

E T

T O T

R A

N S

O M S

A S

S A S

H T

O B

E S

A R

CASING

INTERIOR

TYPICAL

O T

F L

O O

R H

G E

3'-0"

SASH

" TOP RAIL ON VEST DOORS2

14" STILES-4" S

U B F

L O

O R

C O

N T

U O

U S

-2

X S

C O

N T

U O

U S

-2

X S

T R

A N

S O

M B

A R

S O

4" RAD.

F O

R J

A M

B F

L A S

S A

W K

E R

F A

T E

N D

S A

W K

E R

F A

T E

N D

RAD.

VESTIBULE

E D

O O

R S

V E S

U L E

V E S

U L E

O V

E R S

E D

O O

R S

E X

C E P

T C

U R

V E

H E

A D S

A R

J A

M B

E D

O O

R S

M U

L L

H E

A D S

E C

J A

M B S

E C

J A

M B S

E C

T R

A N

S O

M B

A R

D O

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DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:15:15 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

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DRAWING PLOT SIZE: ANSI E DATE AND TIME PLOTTED: 10/25/2017 2:15:19 PM BY USERNAME: G2ODBJTE JEREMY EICHNER SHEET NAME: Sheet Name

BORDER VERSION UPDATE [12-2014]

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