5
T 202.466.6116 F 202.466.6235 T 202.452.1103 F 202.452.1133 ReStl Designers, Inc. 1001 Connecticut Ave, NW, Suite 320 Washington, DC 20036 Structural Engineer 08002.10 Project No. I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF DISTRICT OF COLUMBIA © core group, pc 2009 1010 wisconsin avenue, nw suite 405 washington, dc 20007 2/24/10 Printed: REV DT ISSUED Architect T 212.696.0414 3 East 28th Street, 6th Floor New York, NY 10016 MEP Engineer Landscape Architect 2410 17th Street, NW, Suite 201 Washington, DC 20009 T 202.588.5454 F 202.588.5449 Civil Engineer 7061 Deepage Drive Columbia, MD 21045 T 410.381.7100 F 410.381.7110 AMT 12750 Twinbrook Parkway Rockville, MD 20852 T 301.881.2545 F 301.881.0814 File Name: "Projects Base Building:08002 Mt Pleasant:08002 Mt Pleasant dwgs:1 Working Files (.pln):Mt. Pleasant Main 10_0224 Addendum 1.pln:Mt. Pleasant Main 10_0224 Addendum 1.pln" Layout: A3.03 RCP: FIRST FLOOR Printed Date: 2/24/10 at 6:47 PM Mt. Pleasant Library Washington, DC 20010 RCP: FIRST FLOOR A3.03 3160 16th Street, NW 901 G Street, NW Washington, DC 20001 1 1 1 1 1 Stacks 115 Elev. 109 Storage 107 Vestibule 108 A B C 1 2 3 1 1 2 3 3 2 2 2 2 2 2 2 D 20'-4 1/8" 14'-8" 12'-0" 12'-2" 4'-8" 4" 53'-2" 2" 1'-8" 3'-8" 6'-4" 3'-8" 1'-8" 20'-0" 10'-3" 5'-11" 10'-9" 9'-3" 17'-6" 4'-8" 12'-2" 12'-0" 14'-8" 35'-7" 4" 43'-2" 36'-4 3/8" 43'-2" 4" 20'-0" 10'-3" 5'-11" 10'-9" 9'-3" 17'-6" 2 5/8" 53'-4" 4" 49'-3" 15'-3 1/2" 1'-1/2" 6'-6" 5'-2" 7'-9" 13'-1/2" 3'-8" 16'-3" 4 1/2" 8'-11 1/2" 3'-6" 7'-8" 3" 8'-5 1/2" 3'-7" 7'-1" 2'-7 1/2" 2'-10" 1'-6" 7'-0" 2'-4 1/2" 11'-9" 1'-1/2" EQ EQ EQ EQ EQ EQ 3'-0" 3'-0" 6'-0" 3'-0" 3'-0" 6'-0" EQ 5'-6" EQ 2'-6" 6'-4" ±11'-9" ±14'-0" ±12'-3" ±14'-0" ±14'-0" ±12'-3" ±11'-9" ±12'-9" ±12'-9" ±12'-9" ±12'-9" ±11'-9" ±12'-3" ±12'-3" ±14'-0" ±14'-0" ±14'-0" ±13'-3" ±11'-9" ±16'-9" ±11'-9" ±10'-6" ±10'-6" ±8'-8" OPEN TO ±12'-0" ±10'-6" ±10'-6" ±8'-8" 3 A8.65 4 A8.65 Open above Open above EXISTING BLDG AFF AFF AFF TO UNDERSIDE OF BEAM AFF AFF AFF TO UNDERSIDE OF BEAM AFF TO UNDERSIDE OF BEAM AFF AFF AFF AFF AFF TO UNDERSIDE OF BEAM AFF TO UNDERSIDE OF BEAM AFF TO UNDERSIDE OF BEAM AFF AFF AFF AFF AFF AFF AFF UP DOWN UP DOWN DOWN DOWN PORCH UP DOWN AFF AFF AFF STRUCTURE AFF AFF AFF AFF PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 RF1c FF2 FF2 WF2 WF2 WF2 WF2 RC1 RC1 PF2 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF2 FC3 RF1-2 RF1-2 WF3 WF3 BC1 RF1c RF1c RF1c RF4cd RF3d RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd RF7cd SD2 SD2 01a 03a 05a 04a FIXTURE TO BE RECESSED IN VERTICAL SIDE OF SOFFIT PER DETAIL. SD2 SD2 RF1c RF1c RF1c RF1c RF1c FF2 FF2 02a SD3 SD3 SD3 SD3 SD3 BC1 PC5 PC5 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 SITE LIGHTING BY OTHERS SITE LIGHTING BY OTHERS typ See Electrical Drawings for Back of House Lighting GENERAL NOTES All New Ceilings to be painted GWB UNO. See DEMO drawings for extent of ceiling demo. New ceiling to match existing. RCP NOTES Install new cornice and ornamental trim to match existing. Underside of bridge and stair landing to be CL-2. typ typ All ceiling, trim, cornices and woodwork must be probably verified in field for dimensions and construction prior to demolition. Replacements must match existing. Submit to architect samples for approval. align Exit Vestibule 101 Stair 103 Display 116 Stair 111 Circulation 114 Stacks 102 Workroom 113 Entry Vestibule 117 Entry Hall 110 Pantry 105 IT Closet 112 Stair 104 Meeting Room 106 EQ EQ EQ EQ EQ 6'-0" EQ EQ 6'-0" ±13'-0" 5 A8.65 OPEN TO ABOVE SHADE POCKET AFF eA eB eC eD eE eF e1 e2 e3 e4 eA eB eC eD eE eF e10 e9 e8 e7 eA.5 eC.1 eE.5 e5.2 e5.3 e5.7 e5.8 e6 e5 2 3 4 5 6 A B C D E F G 1 A.7 C.5 3.9 5.7 2.3 F.2 4.9 5.6 INTEGRATE SF3c UNDER BENCH. C L Scale:1/8" = 1'-0" 1 FIRST FLOOR 0 4' 8' 16' 05-29-09 SCHEMATIC DESIGN 07-17-09 DESIGN DEVELOPMENT 12-04-09 ISSUED FOR PERMIT 1-13-10 ISSUED FOR BID 2-24-10 ADDENDUM 1

Addendum Drawings Architectural

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Page 1: Addendum Drawings Architectural

T 202.466.6116F 202.466.6235

T 202.452.1103F 202.452.1133

ReStl Designers, Inc.1001 Connecticut Ave, NW, Suite 320Washington, DC 20036

Structural Engineer

08002.10Project No.

I CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

DULY LICENSED ARCHITECT UNDER THE LAWS OF

DISTRICT OF COLUMBIA

© core group, pc 2009

1010 wisconsin avenue, nwsuite 405washington, dc 20007

2/24/10Printed:

REV DT ISSUED

Architect

T 212.696.0414

3 East 28th Street, 6th FloorNew York, NY 10016

MEP Engineer

Landscape Architect

2410 17th Street, NW, Suite 201Washington, DC 20009

T 202.588.5454F 202.588.5449

Civil Engineer

7061 Deepage DriveColumbia, MD 21045

T 410.381.7100F 410.381.7110

AMT12750 Twinbrook ParkwayRockville, MD 20852

T 301.881.2545F 301.881.0814

File

Nam

e: "P

roje

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0800

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ate:

2/2

4/10

at 6

:47

PM

Mt. PleasantLibrary

Washington, DC 20010

RCP: FIRSTFLOOR

A3.03

3160 16th Street, NW

901 G Street, NWWashington, DC 20001

1

1

1

1

1

Stacks115

Elev.109

Storage107

Vestibule108

A

B

C

1

2

3

1

1

2

3

3

2 2

2

2

2

2

2

D

20'-4 1/8" 14'-8" 12'-0" 12'-2" 4'-8"

4"53

'-2"

2"

1'-8"3'-8"

6'-4"3'-8"

1'-8"

20'-0

"10

'-3"

5'-1

1"10

'-9"

9'-3

"17

'-6"

4'-8"

12'-2

"

12'-0

"

14'-8

"

35'-7

"

4" 43'-2"

36'-4 3/8"

43'-2

"

4"

20'-0"

10'-3"

5'-11"

10'-9"

9'-3"

17'-6"

2 5/8"

53'-4"

4"49'-3

"

15'-3 1/2" 1'-1/2" 6'-6" 5'-2" 7'-9" 13'-1/2" 3'-8" 16'-3" 4 1/2" 8'-11 1/2" 3'-6" 7'-8" 3"

8'-5

1/2

"3'

-7"

7'-1

"2'

-7 1

/2"2

'-10"

1'-6

"7'

-0"

2'-4

1/2

"11

'-9"

1'-1

/2"

EQ EQ EQ EQ

EQEQ

3'-0"

3'-0"

6'-0"

3'-0"

3'-0"

6'-0"

EQ

5'-6"

EQ

2'-6

"6'-4"

±11'-9"

±14'-0"

±12'-3"

±14'-0" ±14'-0"

±12'-3" ±11'-9"

±12'-9"

±12'-9"

±12'-9"

±12'-9"

±11'-9"

±12'-3" ±12'-3"±14'-0"

±14'-0"

±14'-0"

±13'-3"

±11'-9"

±16'-9"

±11'-9"

±10'-6"

±10'-6"

±8'-8"

OPEN TO

±12'-0"

±10'-6"

±10'-6"

±8'-8"

3A8.65

4A8.65

Open above

Open above

EXISTING BLDG

AFF

AFF

AFFTO UNDERSIDE

OF BEAM

AFF AFF

AFFTO UNDERSIDEOF BEAM

AFFTO UNDERSIDEOF BEAM

AFF

AFF

AFF

AFF

AFFTO UNDERSIDEOF BEAM

AFFTO UNDERSIDEOF BEAM

AFFTO UNDERSIDEOF BEAM

AFF

AFF

AFF

AFF

AFF

AFF

AFF

UP

DOWN

UP DOWN

DOWN

DOWN

PORCH

UP DOWN

AFF

AFF

AFF

STRUCTURE

AFF

AFF

AFF

AFF

PC1 PC1

PC1PC1

PC1

PC1

PC1

PC1

PC1

PC1

PC1

PC1

PC1

PC1

PC1

PC1

PC1

PC1

RF1c

FF2

FF2

WF2

WF2

WF2

WF2

RC1

RC1

PF2

RC1

RC1

RC1

RC1RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

PF2

PF2 PF2PF2

PF2

PF2

PF2

PF2PF2PF2

PF2

FC3

RF1-2

RF1-2

WF3

WF3

BC1

RF1c RF1c RF1c

RF4cd

RF3d

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd

RF7cd RF7cd RF7cd RF7cd

SD2SD2

01a

03a

05a

04a

FIXTURE TO BERECESSED INVERTICAL SIDE OFSOFFIT PER DETAIL.

SD2

SD2

RF1c

RF1c

RF1c

RF1c

RF1c

FF2

FF2

02a

(2)SD3

SD3SD3

SD3

SD3

SD3

BC1

PC5

PC5

RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

SITE LIGHTING BYOTHERS

SITE LIGHTING BYOTHERS

typ

See Electrical Drawings for Back ofHouse Lighting

GENERAL NOTES

All New Ceilings to be painted GWBUNO.

See DEMO drawings for extent ofceiling demo.

New ceiling to match existing.

RCP NOTES

Install new cornice and ornamentaltrim to match existing.

Underside of bridge and stairlanding to be CL-2.

typ

typ

All ceiling, trim, cornices andwoodwork must be probably verifiedin field for dimensions andconstruction prior to demolition.Replacements must match existing.Submit to architect samples forapproval.

align

ExitVestibule

101

Stair103

Display116

Stair111

Circulation114

Stacks102

Workroom113

EntryVestibule

117

EntryHall110

Pantry105 IT

Closet112

Stair104

MeetingRoom

106

EQ EQ

EQEQ

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

±13'-0"

5A8.65

OPEN TO ABOVE

SHADE POCKET

AFF

eA

eB

eC

eD

eE

eF

e1 e2 e3 e4

eA

eB

eC

eD

eE

eF

e10

e9

e8

e7

eA.5

eC.1

eE.5

e5.2e5.3

e5.7e5.8

e6

e5

2 3 4 5 6

A

B

C

D

E

F

G

1

A.7

C.5

3.9 5.72.3

F.2

4.9 5.6

INTEGRATE SF3cUNDER BENCH.

C L

Scale:1/8" = 1'-0"1 FIRST FLOOR0 4' 8' 16'

05-29-09 SCHEMATIC DESIGN

07-17-09 DESIGN DEVELOPMENT

12-04-09 ISSUED FOR PERMIT

1-13-10 ISSUED FOR BID

2-24-10 ADDENDUM 1

Page 2: Addendum Drawings Architectural

T 202.466.6116F 202.466.6235

T 202.452.1103F 202.452.1133

ReStl Designers, Inc.1001 Connecticut Ave, NW, Suite 320Washington, DC 20036

Structural Engineer

08002.10Project No.

I CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

DULY LICENSED ARCHITECT UNDER THE LAWS OF

DISTRICT OF COLUMBIA

© core group, pc 2009

1010 wisconsin avenue, nwsuite 405washington, dc 20007

2/24/10Printed:

REV DT ISSUED

Architect

T 212.696.0414

3 East 28th Street, 6th FloorNew York, NY 10016

MEP Engineer

Landscape Architect

2410 17th Street, NW, Suite 201Washington, DC 20009

T 202.588.5454F 202.588.5449

Civil Engineer

7061 Deepage DriveColumbia, MD 21045

T 410.381.7100F 410.381.7110

AMT12750 Twinbrook ParkwayRockville, MD 20852

T 301.881.2545F 301.881.0814

File

Nam

e: "P

roje

cts

Bas

e B

uild

ing:

0800

2 M

t Ple

asan

t:080

02 M

t Ple

asan

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gs:1

Wor

king

File

s (.p

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t. P

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224

Add

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P: S

EC

ON

D F

LOO

R

P

rinte

d D

ate:

2/2

4/10

at 6

:47

PM

Mt. PleasantLibrary

Washington, DC 20010

RCP: SECONDFLOOR

A3.04

3160 16th Street, NW

901 G Street, NWWashington, DC 20001

1

1

1

1

1

Elev.209

Friends ofthe Library

211

Info216

Staff Lounge210

Workroom214

Bridge212

Alcove221

Storage220

1

B

C

22 2

2

2

1

2

D

20'-0

"10

'-3"

5'-1

1"10

'-9"

9'-3

"17

'-6"

20'-4 1/8" 38'-10" 4'-8"

1'-8"3'-8"

6'-4"3'-8"

1'-8"

4'-8"

12'-2

"

12'-0

"

14'-8

"

35'-7

"

43'-2

"

4"

4" 43'-2"

4"53

'-2"

2"

36'-4 3/8"

20'-0"

10'-3"

5'-11"

10'-9"

9'-3"

17'-6"

4"

53'-4"

10"

15'-3 1/2" 1'-1/2" 6'-6" 5'-2" 7'-9" 13'-1/2" 3'-8" 16'-3" 4 1/2" 8'-11 1/2" 3'-6" 7'-8" 3" 30'-3"

8'-5

1/2

"3'

-7"

7'-1

"2'

-7 1

/2"2

'-10"

1'-6

"7'

-0"

2'-4

1/2

"11

'-9"

1'-1

/2"

12'-4

1/2

"

4'-4

"EQ

EQ4'

-4"

4'-4

"4'

-4"

EQ EQ 2'-0" 2'-0" 2'-0"

EQ

EQ

1'-0"

4'-6

"6'

-0"

6'-0"4'-6"

2'-3

5/8

"3'-0

"3'

-0"

±10'-9"

±10'-3"

±14'-3"

±14'-3"

±14'-3"

±12'-6"

±12'-6"

±12'-6"

±10'-9"

±10'-3"

±12'-6"

±9'-0"

±8'-0"

±10'-3"

±10'-3"

±11'-4"

±8'-0"±9'-0"

±9'-0"

±9'-0"

±8'-0"

±8'-0"

±10'-3"

±10'-3"

3A8.65

sim

1A8.65

sim

1A8.65 sim

4A8.65

EDGE OF CANOPYBELOW

Skylight Above

Skylight Above

AFFTO UNDERSIDEOF BEAM

AFF

AFF

AFF

AFF

AFFTO UNDERSIDEOF BEAM

AFFTO UNDERSIDEOF BEAM

AFF

AFFTO UNDERSIDEOF BEAM

AFF

AFF

AFF

AFF

AFF

AFFFROM TOP OFRAISED FLOOR

FROM TOP OFRAISED FLOOR

AFF

UP

UP

RAMPUP

DOWN

UP

DOWN

DOWN

AFFAFF

AFF

AFF

AFF

AFF

AFF

AFF

WF2

WF2

WF2

WF2

FF2

FF2

RF1c

PF3

PF3

PF3

PF3

PF3

PF3

PF3

PF3

PF3

RC2-10

RC2-4

RC2-6

RC2-10

RC2-10 RC2-10

RC2-10

RC2-6

RC2-6

RC2-6

RC2-6RC2-6

RC2-6

RC2-6

RC2-6 RC2-6

RC2-6

RC2-6

RC2-6

RC2-4

RC2-4

RC2-4

RC2-4

RC2-4

RC2-10(24)FC6

SN1

SN1

SD2

SD2

SD2

SD2

RF3

RC1

SF5

SF5

RF1c

RF1c

RF1c

RF6

RF6

RF6

RF6

RF6

RF6

RF6

RF6

RF6

RF6

RF6

RF6

RF6

RF6 RF6

RF6

RF6

RF6

RF6

RF6

RF2 RF2

RF3

RC1

SF5 RF4c

CT1

CT1

CT1

RC1

RC1

RC1

CONCEAL SF5STAGGEREDSTRIP LIGHTABOVE WALLSAND SHELVING.

PERMANENTLY AFIXTABLE LAMPS TO INFOCOUNTER.

SF1

RF3

INTEGRATEUNDERCABINET LIGHTUNDER COUNTER.

RF3

RC1

(24)FC6

SD2

FF4c

FF4c

See Electrical Drawings for Back ofHouse Lighting

GENERAL NOTES

Lay-in Ceiling: CL-1

All New Ceilings to be painted GWBUNO.

See DEMO drawings for extent ofceiling demo.

RCP NOTES

typ

typ

New ceiling to match existing.

Install new cornice and ornamentaltrim to match existing.

All ceiling, trim, cornices andwoodwork must be probably verifiedin field for dimensions andconstruction prior to demolition.Replacements must match existing.Submit to architect samples forapproval.

Reading218

YoungChildren

219

ElevatorControl Closet

206

StaffBathroom

208

Elec.213

RoofAccess

205

Children'sStacks

201

Stair202

BranchManager

204

Strollers203

Workroom207

Children'sProgram

217

Alcove220

Bathroom215

EQ

EQ

1'-0"

2'-0"

1A8.65

sim

5A8.65

Ship's Ladderto Attic

eA

eB

eC

eD

eE

eF

e1 e2 e3 e4

eA

eB

eC

eD

eE

eF

e10

e9

e8

e7

eA.5

eC.1

eE.5

e5.2e5.3

e5.7e5.8

e6

e5

UP

2 3 4 5 6

A

B

C

D

E

F

G

1

A.7

C.5

3.9 5.72.3

F.2

4.9 5.6

C L

CL

Scale:1/8" = 1'-0"1 SECOND FLOOR0 4' 8' 16'

05-29-09 SCHEMATIC DESIGN

07-17-09 DESIGN DEVELOPMENT

12-04-09 ISSUED FOR PERMIT

1-13-10 ISSUED FOR BID

2-24-10 ADDENDUM 1

Page 3: Addendum Drawings Architectural

T 202.466.6116F 202.466.6235

T 202.452.1103F 202.452.1133

ReStl Designers, Inc.1001 Connecticut Ave, NW, Suite 320Washington, DC 20036

Structural Engineer

08002.10Project No.

I CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

DULY LICENSED ARCHITECT UNDER THE LAWS OF

DISTRICT OF COLUMBIA

© core group, pc 2009

1010 wisconsin avenue, nwsuite 405washington, dc 20007

2/25/10Printed:

REV DT ISSUED

Architect

T 212.696.0414

3 East 28th Street, 6th FloorNew York, NY 10016

MEP Engineer

Landscape Architect

2410 17th Street, NW, Suite 201Washington, DC 20009

T 202.588.5454F 202.588.5449

Civil Engineer

7061 Deepage DriveColumbia, MD 21045

T 410.381.7100F 410.381.7110

AMT12750 Twinbrook ParkwayRockville, MD 20852

T 301.881.2545F 301.881.0814

File

Nam

e: "P

roje

cts

Bas

e B

uild

ing:

0800

2 M

t Ple

asan

t:080

02 M

t Ple

asan

t dw

gs:1

Wor

king

File

s (.p

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Add

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8.65

CE

ILIN

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Prin

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Dat

e: 2

/25/

10 a

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M

Mt. PleasantLibrary

Washington, DC 20010

CEILING DETAILS

A8.65

3160 16th Street, NW

901 G Street, NWWashington, DC 20001

1

1

ALIGN

1'-0"

SCHED LIGHT FIXTURE

GWB CLNGSCHED TILE(BATHROOM LOCATIONS ONLY)

TAPE AND SPACKLE EDGE

1/2"

5/8" GWB ON MTL STUDS

5/8" GWB (SUSPENDED)

MTL BRACING

5/8" GWB SUSPENDED

UNDERSIDE OF STRUCTURE

5/8" GWB ON MTL STUDS

5/8" GWB (SUSPENDED)

MTL BRACING

UNDERSIDE OF EXST PLASTER CLNG

NEW CORNICE TO MATCH EXSTSEE INTERIOR ELEVATIONS FOR LOCATIONS

NEW CORNICE TO MATCH EXSTSEE INTERIOR ELEVATIONS FOR LOCATIONS

VARIES, SEE RCP

VARIES, SEE RCP

VIF

DIM

OF

CO

RN

ICE

VAR

IES

VIF

DIM

OF

CO

RN

ICE

FINISH TO MATCH EXISTING, PT-01

EXST CONCRETE BEAM

UNDERSIDE OF EXST PLASTER CLNGOR NEW CEILING

NEW CORNICE TO MATCH EXSTSEE INTERIOR ELEVATIONS FOR LOCATIONS

NEW CORNICE TO MATCH EXSTSEE INTERIOR ELEVATIONS FOR LOCATIONS

NE

W C

OR

NIC

E T

O M

ATC

H E

XS

TS

EE

INT

ELE

VATI

ON

S F

OR

LO

CAT

ION

SN

EW

CO

RN

ICE

TO

MAT

CH

EX

ST

VARIES, SEE RCP

VIF

DIM

OF

CO

RN

ICE

FINISH TO MATCH EXISTING, PT-01

EXST WALL

UNDERSIDE OF EXST PLASTER CLNGOR NEW CEILING

NEW CORNICE TO MATCH EXSTSEE RCPS FOR LOCATIONS

EXST FACE OF WALL

NE

W C

OR

NIC

E T

O M

ATC

H E

XS

T

Scale:3" = 1'-0"1 TYPICAL COVE DETAIL0 3'' 6'' 9'' Scale:3" = 1'-0"2 TYPICAL SOFFIT DETAIL

0 3'' 6'' 9'' Scale:3" = 1'-0"3 TYPICAL CORNICE SOFFIT0 3'' 6'' 9''

Scale:3" = 1'-0"4 TYPICAL BEAM DETAIL0 3'' 6'' 9'' Scale:3" = 1'-0"5 TYPICAL WALL CORNICE

0 3'' 6'' 9''

1-13-10 ISSUED FOR BID

2-24-10 ADDENDUM 1

Page 4: Addendum Drawings Architectural

T 202.466.6116F 202.466.6235

T 202.452.1103F 202.452.1133

ReStl Designers, Inc.1001 Connecticut Ave, NW, Suite 320Washington, DC 20036

Structural Engineer

08002.10Project No.

I CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

DULY LICENSED ARCHITECT UNDER THE LAWS OF

DISTRICT OF COLUMBIA

© core group, pc 2009

1010 wisconsin avenue, nwsuite 405washington, dc 20007

2/24/10Printed:

REV DT ISSUED

Architect

T 212.696.0414

3 East 28th Street, 6th FloorNew York, NY 10016

MEP Engineer

Landscape Architect

2410 17th Street, NW, Suite 201Washington, DC 20009

T 202.588.5454F 202.588.5449

Civil Engineer

7061 Deepage DriveColumbia, MD 21045

T 410.381.7100F 410.381.7110

AMT12750 Twinbrook ParkwayRockville, MD 20852

T 301.881.2545F 301.881.0814

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Mt. PleasantLibraryWashington, DC 20010

RCPDEMOLITION:FIRST FLOOR

D3.03

3160 16th Street, NW

901 G Street, NWWashington, DC 20001

1

1

1

1

1

1

1

A

L

9

1

2

3

4

5

6

7

8

9

B

C

J

I

H

G

F

E

D

I

6 6

6

6

6

Item Number

Demolition Code, See Below

Item TypeFloor LevelItem

Existing Wall to Remain

Existing Wall to be Removed

Existing Door to Remain

Existing Door to be Removed

To Be Removed

DEMOLITION PLAN LEGEND

Demolition TagRSD001

R Remove

RS Remove and Salvage

RR Remove and Reinstall

ER Existing to Remain

Existing Millwork to RemainER

Existing Millwork to be Removed, See Legend Above For Details of Removal.R_

DEMOLITION NOTES

D001

GENERAL NOTES

All Existing exposed beams, windows openings and frames, trim, cornices, woodwork to besoft protected during demolition and construction. Fireplace surround, woodwork, hearthand tilework to be hard protected during demolition and construction.

DEMO Existing Ceiling and mechanical equipment to underside of structure.

DEMO Sunroom Ceiling, See DEMO plans for extent of Sunroom DEMO.

Remove Beam Above, See Structural Dwgs for reinforcement

DEMO Ceiling and Structure in this location. See DEMO plans for extents of DEMO andStructural Drawings for reinforcement.

DEMO Vaulted Plaster Ceiling to underside of structure.

Existing Ceiling to be Removed, See Demolition Notes below for details of removal.

See Structural Drawings for more information and additional reinforcement, See MEPDrawings for additional information and Equipment DEMO

Drop Ceiling Tiles and Track to be removed. DEMO to underside of existing structure UNO.

All Existing Lighting Fixtures to be DEMO UNO. See MEP DEMO drawings for moreinformation.

See Specifications for Removal and/or Protection of Existing Plaster

See Specifications for Definitions and Care of Removed Items

FO Plaster, FO Masonry Backup and FO Limestone shown on dwgs to be VIF.

See MEP DEMO drawings for extent of mechanical and plumbing equipment DEMO.

All ceiling, trim, cornices and woodwork not identified for DEMO, salvage or storage are toremain in place.

Location of Stair Above. DEMO to underside of stair structure.

DEMO Existing Ceiling and mechanical equipment to underside of structure. Once thecoordinated shop drawings are complete, verify that all ceilings in this area need to beremoved. The design intent is to save all ceilings possible in this area.

All ceiling, trim, cornices and woodwork must be properly verified in field for dimensionsand construction prior to demolition. Replacements must match existing.

2

4

3

4

5

eA

eB

eC

eD

eE

eF

e1 e2 e3 e4

e5.2e5.3

e5.7e5.8

e6

e5

eA

eB

eC

eD

eE

eF

e10

e9

e8

e7

eA.5

eC.1

eE.5

Scale:1/8" = 1'-0"1 FIRST FLOOR0 4' 8' 16'

1-13-10 ISSUED FOR BID

2-24-10 ADDENDUM 1

Page 5: Addendum Drawings Architectural

T 202.466.6116F 202.466.6235

T 202.452.1103F 202.452.1133

ReStl Designers, Inc.1001 Connecticut Ave, NW, Suite 320Washington, DC 20036

Structural Engineer

08002.10Project No.

I CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

DULY LICENSED ARCHITECT UNDER THE LAWS OF

DISTRICT OF COLUMBIA

© core group, pc 2009

1010 wisconsin avenue, nwsuite 405washington, dc 20007

2/24/10Printed:

REV DT ISSUED

Architect

T 212.696.0414

3 East 28th Street, 6th FloorNew York, NY 10016

MEP Engineer

Landscape Architect

2410 17th Street, NW, Suite 201Washington, DC 20009

T 202.588.5454F 202.588.5449

Civil Engineer

7061 Deepage DriveColumbia, MD 21045

T 410.381.7100F 410.381.7110

AMT12750 Twinbrook ParkwayRockville, MD 20852

T 301.881.2545F 301.881.0814

File

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Mt. PleasantLibraryWashington, DC 20010

RCPDEMOLITION:SECOND FLOOR

D3.04

3160 16th Street, NW

901 G Street, NWWashington, DC 20001

1

1

1

1

1

1

1

2

3

4

5

6

7

8

9

A

B

C

J

I

H

G

F

E

D

K

L

6 6

6

6

Item Number

Demolition Code, See Below

Item TypeFloor LevelItem

Existing Wall to Remain

Existing Wall to be Removed

Existing Door to Remain

Existing Door to be Removed

To Be Removed

DEMOLITION PLAN LEGEND

Demolition TagRSD001

R Remove

RS Remove and Salvage

RR Remove and Reinstall

ER Existing to Remain

Existing Millwork to RemainER

Existing Millwork to be Removed, See Legend Above For Details of Removal.R_

D001

DEMOLITION NOTES

GENERAL NOTES

DEMO Existing Ceiling and mechanical equipment to underside of structure.

DEMO Sunroom Ceiling, See DEMO plans for extent of Sunroom DEMO.

DEMO Ceiling and Structure in this location. See DEMO plans for extents of DEMO andStructural Drawings for reinforcement.

DEMO Vaulted Plaster Ceiling to underside of structure.

Existing Ceiling to be Removed, See Demolition Notes below for details of removal.

All Existing exposed beams, windows openings and frames, trim, cornices, woodwork to besoft protected during demolition and construction. Fireplace surround, woodwork, hearthand tilework to be hard protected during demolition and construction.

See Structural Drawings for more information and additional reinforcement, See MEPDrawings for additional information and Equipment DEMO

Drop Ceiling Tiles and Track to be removed. DEMO to underside of existing structure UNO.

All Existing Lighting Fixtures to be DEMO UNO. See MEP DEMO drawings for moreinformation.

See Specifications for Removal and/or Protection of Existing Plaster

See Specifications for Definitions and Care of Removed Items

FO Plaster, FO Masonry Backup and FO Limestone shown on dwgs to be VIF.

See MEP DEMO drawings for extent of mechanical and plumbing equipment DEMO.

DEMO Existing Ceiling and mechanical equipment to underside of structure. Once thecoordinated shop drawings are complete, verify that all ceilings in this area need to beremoved. The design intent is to save all ceilings possible in this area.

All ceiling, trim, cornices and woodwork not identified for DEMO, salvage or storage are toremain in place.All ceiling, trim, cornices and woodwork must be properly verified in field for dimensionsand construction prior to demolition. Replacements must match existing.

4

4

eA

eB

eC

eD

eE

eF

e1 e2 e3 e4

e5.2e5.3

e5.7e5.8

e6

e5

eA

eB

eC

eD

eE

eF

e10

e9

e8

e7

eA.5

eC.1

eE.5

Scale:1/8" = 1'-0"1 SECOND FLOOR0 4' 8' 16'

1-13-10 ISSUED FOR BID

2-24-10 ADDENDUM 1