Attachment S - United Drilling Review_Mahan Hall.pdf

ARCHIVE

STORAGE

M27

STAIR

ST02

ELEV

E01

LOBBY/

BREAK RM

M25

OFFICE

M21

IT STORAGE

N19

OFFICE

N17

EXHIBIT

HALL

N14

CORRIDOR

N14A

OFFICE

N18

CLASSROOM

N18A

OFFICE

N11

LOBBY

N10D

OFFICE

N9

LANDING

N10B

HALL

N10C

LANDING

N24

VAULT

N12A

OFFICE

N12

OFFICE

M26

OFFICE

M24

OFFICE

M22

STAIR

ST01SHAFT

S01

STAIR #02

R

P

STAIR #01

R

P

OCCUPANCY CLASSIFICATIONS:

RESIDENTIAL

BUSINESS

BUSINESS (LESS THEN 50 PEOPLE)

BUILDING SUPPORT

NOT OCCUPIED

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

GRAPHIC SCALE:

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IN

A

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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C O

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DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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UNCLASSIFIED

UNCLASSIFIED

U N

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LA

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KEY PLAN

As indicated

G-012.5

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CheckerDesigner WJS

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Kermit Existing enclosed walkway

Kermit

Kermit 70’ Parking

LU

C

E

AVEN

U

E

BLDG 1

LUCE HALL

BLDG 1A

PRINGLE HALL

BLDG 3

MAHAN HALL

C U

S H

IN

G

R O

A D

BLDG 683 SPRUANCE HALL

LU

C

E A

V E

N U

E

LU

C

E A

V E

N U

E

LU

C

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AVEN

U

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BLDG 1

LUCE HALL

BLDG 1A

PRINGLE HALL

BLDG 3

MAHAN HALL

C U

S H

IN

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R O

A D

BLDG 683 SPRUANCE HALL

LU

C

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V E

N U

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CONCRETE

WALKWAY

C-503

B1

BITUMINOUS CONCRETE

PAVEMENT

C-503

A1

EQUIPMENT

PAD

C-503

A3

CONCRETE SLAB

INFILL DETAIL

C-503

A5

CONCRETE SLAB

INFILL DETAIL

C-503

A5

CONCRETE SLAB

INFILL DETAIL

C-503

A5

C-503

A2

BITUMINOUS CONCRETE

AT EXISTING PAVEMENT

C-503

A2

BITUMINOUS CONCRETE

AT EXISTING PAVEMENT

C-503

A1

BITUMINOUS CONCRETE

PAVEMENT

C-503

B1

CONCRETE

WALKWAY

CONCRETE SLAB

INFILL DETAIL

C-503

A5

EQUIPMENT

PAD

C-503

A3

C-503

B1

CONCRETE

WALKWAY

PROPOSED

BUILDING

ADDITION

STEEL

BOLLARD (2)

C-503

B3

B

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SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

NOT

FO

R C

ONST

RUCTI

ON

P R E

LI

M

IN

A R Y

LEGEND

CONCRETE WALK W/ SCORE JOINTS

BOLLARD

STANDARD BITUMINOUS PAVEMENT

CONCRETE PAD

BUILDING

LAYOUT & MATERIALS NOTES:

1. DIMENSIONS SHOWN OFF THE BUILDING ARE FROM THE EXTERIOR FACE OF THE

FOUNDATION WALL.

2. DIMENSIONS SHOWN IN THE PARKING LOTS AND ROADWAYS ARE FROM THE FACE OF

CURB, CENTERLINE OF STRIPING, AND EDGE OF PAVEMENT.

3. DIMENSIONS SHOWN IN THE CONCRETE WALKWAYS AND PLAZAS ARE FROM SCORE

JOINTS, EXPANSIONS JOINTS, AND EDGE OF CONCRETE.

4. COORDINATE THE EXACT LOCATION OF EQUIPMENT PAD WITH MECHANICAL

DRAWINGS. CONFIRM PAD SIZES WITH THE SELECTED PRODUCT PRIOR TO INSTALLING.

5. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF

DOORS.

6. ALL DISTURBED AREAS ARE TO BE TO RECEIVE 6" OF LOAM AND SEED.

N

Kermit

Kermit 70’ of Parking

Kermit

Kermit

Kermit

Path to move in the drill rig

7'-5 1/2"

1.5 LEVEL

S-301

STEEL BEAM ELEVATOR FRAMING AT

EACH LEVEL, TYP. DETAIL AT EXISTING

SLAB UNDER DEVELOPMENT.

EXISTING 5 IN. FLOOR

SLAB AT LEVEL 1.5

7'-5 1/2"

1.5 LEVEL

W12 BEAM AT EDGE OF BUILDING ADDITION

W12 BEAM SUPPORTING EXISTING

ROOF AT DEWELDON WALKWAY

1 1/2 IN. METAL ROOF DECK AT BUILDING ADDITION

SEE ARCH. DRAWINGS FOR ROOFING DETAILS

0"

1ST LEVEL

14'-11"

2ND LEVEL

29'-10"

ATTIC LEVEL

0"

COORDINATION

22'-4 1/2"

2.5 LEVEL

7'-5 1/2"

1.5 LEVEL

39'-5"

ROOF LEVEL

-8'-11"

BASEMENT

S-301

S-301

W12X26 ELEVATOR HOIST BEAM

LIGHT GAUGE TRUSS FRAMING, TYP.

DETAILS UNDER DEVELOPMENT.

SEE 5&6/S-501 FOR ELEVATOR PIT

REINFORCEMENT AND SUMP PIT REINFORCMENT

SLAB ON GRADE AT

LEVEL 1.0, SEE S-101.0

STEEL BEAM ELEVATOR FRAMING AT

EACH LEVEL, TYP. DETAIL AT EXISTING

SLAB UNDER DEVELOPMENT.

LIGHT GAUGE STEEL FRAMING AT

ELEVATOR HOISTWAY. 12 IN., 12 GA.

STUDS AT ROOF BUMPOUT. 4 IN., 16 GA.

STUDS AT ALL OTHER LEVELS. SEE

ARCH. FOR WALL DETAILS.

0"

1ST LEVEL

14'-11"

2ND LEVEL

29'-10"

ATTIC LEVEL

0"

COORDINATION

22'-4 1/2"

2.5 LEVEL

7'-5 1/2"

1.5 LEVEL

39'-5"

ROOF LEVEL

-8'-11"

BASEMENT

S-301

S-301

LIGHT GAUGE TRUSS FRAMING, TYP.

DETAILS UNDER DEVELOPMENT.

W12X26 ELEVATOR HOIST BEAM

S-302

STEEL BEAM ELEVATOR FRAMING AT

EACH LEVEL, TYP. DETAIL AT EXISTING

SLAB UNDER DEVELOPMENT.

LIGHT GAUGE STEEL FRAMING AT

ELEVATOR HOISTWAY. 12 IN., 12 GA.

STUDS AT ROOF BUMPOUT. 8 IN., 16 GA.

STUDS AT ALL OTHER LEVELS. SEE

ARCH. FOR WALL DETAILS.

SEE 5&6/S-501 FOR ELEVATOR PIT

REINFORCEMENT AND SUMP PIT REINFORCMENT

SLAB ON GRADE AT

LEVEL 1.0, SEE S-101.0

3" TYP.

EXISTING

STEEL BEAM

OR GIRDER

EXISTING 3" FLOOR DECK

ABOVE TOP OF STEEL

NEW OPENING

NEW NEW C6x8.2

NOTE:

FIELD VERIFY ALL

EXISTING CONDITIONS.

TYP.

SEE 6/S-301 FOR

EXISTING CONDITIONS

0"

1ST LEVEL

0"

COORDINATION

12" I 40# GIRDER PER EXISTING

BUILDING DRAWINGS

9" I 21# BEAM PER EXISTING

BUILDING DRAWINGS

NOTE:

1. OPENINGS IN ARCHED FLOOR SLABS FOR MECHANICAL EQUIPMENT TO BE MADE ONE AT A TIME. NEW FRAMING TO BE COMPLETELY

INSTALLED AND ABLE TO WITHSTAND FULL DESIGN LOAD BEFORE ANOTHER OPENING IS MADE. TEMPORARY SHORING TO ENSURE

STABILITY OF THE ENTIRE FLOOR SYSTEM IS REQUIRED.

2. CONTRACTOR IS REQUIRED TO FOLLOW ALL REQUIREMENTS OF OSHA 1926 FOR DEMOLITION (1926 SUBPART T - DEMOLITION).

THESE REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE COMPLETION OF AN ENGINEERING SURVEY (1926.850 - PREPARATORY OPERATIONS) TO DETERMINE THE CONDITION OF THE FRAMING, FLOORS, AND WALLS, AND POSSIBILITY OF

UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE.

3. THE CONTRACTOR SHALL ALSO FOLLOW ALL OTHER OSHA 1926 REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THOSE DIRECTLY

RELATED TO ARCHED FLOOR CONSTRUCTION IN SECTIONS 1926.850 - 1926.860.

4. THE CONTRACTOR SHALL SUBMIT A SHORING PLAN AND SEQUENCE, STAMPED BY A PROFESSIONAL ENGINEER IN RHODE ISLAND, SHOWING CALCULATIONS, MATERIAL PRODUCT DATA, AND SHOP DRAWINGS RELATED TO THE PROPOSED DEMOLITION AND RE-

SUPPORT OF THE FLOOR SYSTEM AT ALL OPENINGS IN THE ARCHED-FLOOR SYSTEM.

T Y

P

SEE 5/S-301 FOR FRAMING AT

MECHANICAL OPENINGS

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

GRAPHIC SCALE:

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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UNCLASSIFIED

UNCLASSIFIED

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As indicated

S-301

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3/4" = 1'-0"

TYPICAL ELEVATOR HOISTWAY FRAMING

3/4" = 1'-0"

ADDITION AND WALWAY INTERFACE AT THE LEVEL 1.5 ROOF

1/4" = 1'-0"

ELEVATOR SECTION

1/4" = 1'-0"

ELEVATOR SECTION

3/4" = 1'-0"

OPENING FRAMING AT ARCHED FLOOR SYSTEM

1/2" = 1'-0"

EXISTING ARCHED FLOOR SLAB AT LEVEL 1.0

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

GRAPHIC SCALE:

0' 1' 2' 3' 3/4" = 1'-0"

GRAPHIC SCALE:

Kermit Minimum 10,000 lbs. capacity hoist beam

Kermit

Kermit

Kermit

Kermit

Kermit Minimum 30” x 30” blockout thru concrete slabs

Kermit

Kermit

Locate per the elevator shop drawings, not always center of the pit.

CORNER DETAIL INTERSECTION DETAIL END DETAIL

LAP SPLICE

L A

P S

P L

IC

E

MATCH

LARGER

HORIZONTAL

BAR

MATCH

LARGER

HORIZONTAL

BAR

U-BAR TO MATCH

LARGER

HORIZONTAL BAR

HORIZONTAL BARS

DOUBLE CURTAIN (>10" THICK)

L A

P S

P L

IC

E

(3) #6 VERTICAL

0"

(2) #6 VERTICAL

LAP SPLICE

(2) #6 VERTICAL

0"

0"

0"

0"

VERTICAL BARS

ROUGHENED SURFACE

(1/4" AMPLITUDE) OR

PROVIDE 2"x4" NOM.

KEYWAY

NOTE:

1. ALL LAP SPLICES ARE TOP BAR TENSION SPLICES, SEE SCHEDULE.

LESS THAN 10" #4@12" MID #5@12" MID

10" TO 12" INCL #4@12" EF #4@12" EF

12" TO 18" INCL #5@12" EF #5@12" EF

MINIMUM CONCRETE WALL REINFORCEMENT

SCHEDULE

WALL THICKNESS VERT REINF HORIZ REINF

NOTES:

1. PROVIDE THE ABOVE MINIMUM REINFORCEMENT IN

ALL CONCRETE WALLS WHERE REINFORCEMENT IS

NOT INDICATED ON THE DRAWINGS

T

ROUGHEN SURFACE TO 1/4"

AMPLITUDE. CLEAN SURFACE AND

REMOVE LAITANCE. WET BEFORE

SUBSEQUENT PLACEMENT.

NOTES:

1. T = WALL THICKNESS.

2. PLACE VERTICAL CONSTRUCTION JOINTS AT A

VERTICAL CONTROL JOINT. SEE VERTICAL CONTROL

JOINT LOCATION DETAIL

2" CLEAR

SEE SCHEDULE

TOP BAR

TENSION LAP SPLICE TYP

U-SHAPE

(1) #6 BAR, EACH FACE, LAPPED

WITH NORMAL HORIZONTAL OR

VERTICAL BARS AS PER

SCHEDULE TYPICAL 4 SIDES OF

OPENING AND AT NOTCHES

U-SHAPED BARS TO MATCH

INTERRUPTED HORIZONTAL OR

VERTICAL BARS, LAPPED WITH

NORMAL HORIZONTAL OR VERTICAL

BARS AS PER SCHEDULE, TYPICAL

AT FOUR SIDES OF OPENING

(1) #6 BAR, EACH FACE x

4'-2" LONG, CENTERED ON

CORNER TYPICAL AT ALL

CORNERS

POTENTIAL OPTIONAL

CONSTRUCTION JOINT

SEE NOTE #4

LAPPED WITH NORMAL TOP

BARS AS PER SCHEDULE

TYPICAL EACH SIDE

U-SHAPE

TOP OF WALL OR BOTTOM OF

SHELF

BOTTOM OF WALL OR

TOP OF FOOTING

.0

NOTES:

1. NORMAL HORIZONTAL AND VERTICAL REINFORCEMENT NOT SHOWN FOR CLARITY.

2. OPENINGS ARE SHOWN SQUARE AND RECTANGULAR. CIRCULAR OPENINGS REQUIRE THE SAME

DETAILS AND REINFORCEMENT.

3. WHEN DIMENSION "a" < O.5 w, REPLACE U-SHAPED BARS WITH CLOSED TIES. MATCH VERTICAL WALL

REINFORCEMENT SPACING BUT NOT GREATER THAN "a"/2.

4. WHERE DIMENSION "b" IS SMALL AND PLACING/FINISHING OF CONCRETE BELOW OPENING IS DIFFICULT, ACCEPTABLE TO ADD VERTICAL CONSTRUCTION JOINTS THAT ALIGN WITH THE EDGES OF THE

OPENINGS PROVIDED THAT ALL REINFORCEMENT IS CONTINUOUS THROUGH THE JOINTS.

5. WHEN DIMENSION "c" IS SMALL, THE ENGINEER MAY REQUIRE SPECIAL REINFORCEMENT AROUND THE

OPENINGS. SUBMIT ALL WALL OPENINGS FOR REVIEW.

6. REFER TO THE CONTRACT DRAWINGS FOR THE SIZES AND LOCATIONS OF ALL OPENINGS IN THE

CONCRETE WALLS.

7. OPENINGS IN SHEAR WALLS NOT SPECIFICALLY DETAILED IN THE DRAWINGS ARE PROHIBITED, UNLESS

OTHERWISE NOTED.

8. CONSULT WITH ENGINEER WHERE HEAD OF OPENING IS LESS THAN 3'-0" HIGH.

9. TERMINATE CORNER AND EDGE BARS WITH STANDARD HOOKS WHERE ENDS OF WALL DO NOT ALLOW

LAP LENGTHS.

U-SHAPE

w

C

C w

B

A

A

FOR

WATERPROOFING,

SEE ARCHITECTURAL

DRAWINGS

ARCHITECTURAL DRAWINGS

COORDINATE WITH

L4x4x3/8 WITH 3/4"Ø

EXPANSION BOLTS @

10" OC FOR ELEVATOR

PITS ONLY

COORDINATE WITH

ELEVATOR

MANUFACTURER

1'-0" 6"

D E

P T

H

F O

O T

IN

G

D R

A W

IN

G

S

C O

O R

D

IN

A T

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IT

H

A R

C H

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E

C T

U R

A L

4"

SLAB-ON-GRADE

#6@12

TOP AND BOTTOM

EACH WAY

#5@6

EACH WAY

EACH FACE

#5 CONTINUOUS

L2x2x5/16 GALVANIZED ANGLE W/ (2)

1/2" ∅ SS EXPANSION BOLTS

W/ 2 1/2" MIN EMBEDMENT

1" DEEP GALVANIZED

SERRATED GRATING

2'-0" x 2'-0" x 2'-0"

DEEP SUMP PIT

NOTES:

1. COORDINATE SUMP DRAINAGE WITH PLUMBING CONTRACTOR.

2. COORDINATE SUMP PIT SIZE WITH ELEVATOR MANUFACTURER.

3. COORDINATE WITH WATERPROOFING.

(4) #4 EACH WAY

TENSION LAP

LENGTH

D

B

A R

Ø

2D (MIN.)

TENSION LAP

LENGTH

C L R

D

(2

M

A X

D

D (M

IN

DEVELOPMENT

LENGTH

2 (MIN.)

WALL BEYOND

WALL VERTICAL REINFORCEMENT

DOWEL. SET STANDARD HOOK AT

BOTTOM REINFORCEMENT. VARY

LENGTH OF DOWEL AS REQUIRED

TO MAINTAIN LAP SPLICE

LENGTH.

FOOTING

REINFORCEMENT

UNDISTURBED NATIVE

SOIL, ROCK, OR

COMPACTED

ENGINEERED BACKFILL

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

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

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A V

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A V

A L

F A

C

IL

IT

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IN

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C O

M M

A N

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DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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UNCLASSIFIED

UNCLASSIFIED

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IF

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As indicated

S-501

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3/4" = 1'-0"

HORIZONTAL WALL REINFORCEMENT

3/4" = 1'-0"

MINIMUM WALL REINFORCEMENT SCHEDULE

3/4" = 1'-0"

VERTICAL CONSTRUCTION JOINT

1/2" = 1'-0"

OPENING THROUGH CONCRETE WALL DETAIL

3/4" = 1'-0"

ELEVATOR PIT

3/4" = 1'-0"

SUMP PIT

3/4" = 1'-0"

STEPPED WALL FOOTING

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0' 1' 2' 3' 3/4" = 1'-0"

GRAPHIC SCALE:

Kermit

Kermit

Minimum 30” x 30” blockout thru the pit slab, locate per shops

DN

DN

DN

UP

UP

UP

CR

C R

CR

C R

C R

LOBBY

M13

MDF

M11

ARCHIVE

STORAGE

M10A

ARCHIVE

STORAGE

M18

CPO MESS

M14

OFFICE

N18

CLASSROOM

N18A

CORRIDOR

N14A

IT STORAGE

N19

OFFICE

N17

EXHIBIT

HALL

N14

HALL

N10C

OFFICE

N12

VAULT

N12A

LANDING

N10B

LOBBY

N10D

OFFICE

N11

OFFICE

N9

JC

N10A

STAIR

ST02

LOBBY

N10

ARCHIVE

STORAGE

M10C

ELEV

E01

ELEV

MACH RM

M17

CORR

M10

OFFICE

M14A

W.C.

M13A

JC

M13B

STOR

M19

STAIR

ST01

SHAFT

S01

SHAFT

S02

G3A.1 A-404

A3

A1

A-301

A1

A-301

M 18 N

A

N14

N

N

N10C

N

D

N10

M15

M16

M17

S0 2B

S0 2A

M

A

M10C

M19

M

M13B

M13A

M13

MIN.

5'-0"

S01A

RAMP

M15

A-403

C3

M

IN

5'- 0"

24"

CORR

M16

C3A.U 6"

N

N

N18B

G6A.1

G3A.1

M10

G3A.1

AL

IG

N

ETR

G3A.1

5'- 2"

30"

16" MIN

AL

IG

N

TYP FCU - REFER

TO MECH DWGS

16"

1'-6" MIN

C3A.U

EQ

EQ

C1

A-201

A1

A-202 A1

A-201

C1

A-202

10 10

101010

N

STAIR

ST04

TYP FLOOR REGISTER -

REFER TO MECH DWGS

CONSTRUCTION SHEET NOTES

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

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T

LA

N

TI

C

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

KEY PLAN

As indicated

A-101.0

B M

A H

A N

H A

L L

F

LO

O R

P

LA

N

LE

V

E L

1.

1637267

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T N

A V

A L

S T

A T

IO

N

N E

W P

O R

T N

E W

P O

R T

R

I

D E

S

IG

N O

F E

X

TE

R

IO

R A

N D

IN

TE

R

IO

R R

E P

A

IR

S , N

W C

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

A1

1 LEVEL - CONSTRUCTION PLAN

1 INFILL OPENING TO MATCH PARTITON TYPE - REFER TO LIFE

SAFETY FOR PARITITION RATING.

2 PROVIDE IN-WALL BLOCKING AS NOTED

3 MILLWORK TO MATCH BOOKCASES AT DOOR OF THRESHOLD

4 ARCHIVE STORAGE SHELVES. REFER TO DETAIL X#/A-5## AND

CORRDINATE WITH STRUCTURAL DRAWINGS.

5 3'-0" X 3'-0" 50% SF FREEE AREA LOUVER. MINIMUM OF 10'-0" FROM

GRADE TO BOTTOM OF LOUVER.

6 INSTALL SALVAGED WOOD TRIM AT NEW DOOR AND FRAME

7 REFER TO FINISH PLANS FOR RESTORATION OF FINISHES WITHIN

THIS SPACE.

8 REPAIR AND RESTORE EXISTING SCAGLIOLA FINISH ON COLUMNS

WITHING ROTUNDA ROOM.

9 REPAIR AND RESTORE EXISTING SCAGLIOLA FINISH ON AT

PERIMETER OF FIREPLACE, AS REQUIRED, WHERE PANELING HAS

BEEN REMOVED.

10 NEW WOOD TRIM, AND FRAME PANELING TO MATCH EXISTING

ADJACENT. REFER TO 600 SERIES SHEETS

11 ENCLOSED MECHANICAL PLUMBING CHASE CONSTRUCTED OF

WALL TYPE C3A.U. REF TO 600 SERIES FOR WALL TYPE

CONSTRUCTION AND CORDINATE WITH MECHANICAL DRAWINGS.

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

IS

S

U E

F O

R

0% S

U B

M

IT

T A

L

/1 7/

Kermit

Kermit

Kermit

Kermit

Leave out the ramp railing or knee wall until after drilling, the drill bars, kelly bar and hammer are long and difficult to maneuver on narrow ramps. Dimensions are not shown. What type of structure?

1ST LEVEL

0' - 0"

1.5 LEVEL

7' - 5 1/2"

2ND LEVEL

14' - 11"

ATTIC LEVEL

29' - 10"

2.5 LEVEL

22' - 4 1/2"

ROOF LEVEL

39' - 5"

A1

A-311

A1

A-311

SUMP PIT

5'- 0"

SHEET WATERPROOFING

SHORE/SUPPORT EXISTING FLOOR EDGE

(4-SIDED SACRIFICIAL FORMWORK)

CORDINATE WITH STRUCTURAL DWGS

CORDINATE WITH ELECTRICAL DWGS

FOR LIGHTNIGHT PROTECTION

EWA-2

CORDINATE WITH STRUCTURAL

DWGS FOR ELEVATOR ROOF

STRUCTURAL SYSTEM

1ST LEVEL

0' - 0"

1.5 LEVEL

7' - 5 1/2"

2ND LEVEL

14' - 11"

ATTIC LEVEL

29' - 10"

2.5 LEVEL

22' - 4 1/2"

ROOF LEVEL

39' - 5"

A3

A-311

A3

A-311

4"

5'- 0"

SHORE/SUPPORT EXISTING FLOOR EDGE

(4-SIDED SACRIFICIAL FORMWORK)

4"

CORDINATE WITH STRUCTURAL DWGS

EWA-2

EWA-2

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

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T

LA

N

TI

C

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

1/4" = 1'-0"

A-311

B M

A H

A N

H A

L L

S E

C

TI

O N

S

W A

LL

1637267

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T N

A V

A L

S T

A T

IO

N

N E

W P

O R

T N

E W

P O

R T

R

I

D E

S

IG

N O

F E

X

TE

R

IO

R A

N D

IN

TE

R

IO

R R

E P

A

IR

S , N

W C

SCALE: 1/4" = 1'-0"

A3

SECTION THROUGH ELEVATOR SHAFT - A

SCALE: 1/4" = 1'-0"

A1

SECTION THROUGH ELEVATOR SHAFT - B

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

IS

S

U E

F O

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0% S

U B

M

IT

T A

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/1 7/

Kermit Is this backfill between bottom of slab and elevation -8’11” ? If so what type of fill? Our first step of drilling is to install pipe to rock then drill tru the pipe to prevent undermining the pit.

C R

A3

A-311

A3

A-311

A1

A-311

A1

A-311

LOBBY

M13

ELEV

E01

ELEV

MACH RM

M17

W.C.

M13A

JC

M13B

A-401

C1

M17

M13 M13B

M13A

M

M15

RAMP

M15

CORR

M16

RAMP

DN

0'-0"

0'-10"

5'-0" 10'-0"

C0A.U

C0A.U

C0A.U

C0A.U

C0A.U

C0A.U

S4A.2

5' -0

6"

A

LI

G N

9'-6 7/8"

4' -1

CORRDINATE W/

ELEC DWGS

M8D.U

12"12"

M8A.U

M10A.2M10A.2M10A.2

2' -6

B4

A-541

M8D.U

6"

B4

A-541

A3

A-311

A3

A-311

A1

A-311

A1

A-311

LOBBY/

BREAK RM

M25

ELEV

E01

2'-8" MIN 10"

M21

6"

4' -1

A-403 A2

S4A.2

A3

A-311

A3

A-311

A1

A-311

A1

A-311

LOBBY

M37

ELEV

E01

C3A.U

2'-4" S4A.2

BUMP OUT AND PANELS

ONLY ON LEVEL 2.0 -

CORRDINATE W/ ELEC DWGS

7"

4' -1

DRINKING FOUNTAIN ONLY

ON LEVEL 2.0 - CORRDINATE

W/ PLUMBING DWGS

EXISTING COUNTER AND

CABINETS RELOCATED

FROM LEVEL 2 BREAKROOM

NEW FINISHED END PANEL

TO MATCH EXISTING FINISH

NEW FINISHED END PANEL

TO MATCH EXISTING FINISH BASE AS SCHEDULED

TYP - REF TO MECH DWGS

LOBBY

M13

W.C.

M13A

JC

M13B

ELEV

E01

ELEV

MACH RM

M17

CORR

M16

RAMP

M159' - 0"

GWB-1

ETR-1

EQ EQ3'

-1

3/

4"

EQ EQ

3' -9

EQ

EQ

ETR-1

7' - 6"

GWB-1

2' 4' 8'0'

1/4" = 1'-0"

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T

LA

N

TI

C

UNCLASSIFIED

UNCLASSIFIED

U N

C L A

S S

IF

IE

D

KEY PLAN

As indicated

A-403

B M

A H

A N

H A

L L

E N

LA

R

G E

D P

LA

N

S

E

LE

V A

TO

R

, L O

B B

IE

S

E

N

TR

Y

1637267

N E

W P

O R

T

R I

N A

V A

L S

T A

T

IO

N N

E W

P O

R T

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T N

A V

A L

S T

A T

IO

N

N E

W P

O R

T N

E W

P O

R T

R

I

D E

S

IG

N O

F E

X

TE

R

IO

R A

N D

IN

TE

R

IO

R R

E P

A

IR

S , N

W C

SCALE: 1/4" = 1'-0"

C3

LEVEL 1 - RAMP, ELEVATOR & LOBBY - PLAN

SCALE: 1/4" = 1'-0"

C2

LEVEL 1.5 - ELEVATOR-ENLARGED PLAN

SCALE: 1/4" = 1'-0"

C1

LEVEL 2 & 2.5 - ELEVATOR & LOBBY - PLAN

SCALE: 1/2" = 1'-0"

A2

LOBBY/BREAK RM M25 - EAST

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

IS

S

U E

F O

R

S U

B M

IT

T

A L

/1

/2

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

GRAPHIC SCALE:

SCALE: 1/4" = 1'-0"

A3

LEVEL 1 - RAMP, ELEVATOR & LOBBY - RCP

Kermit

Kermit

Kermit

Exterior structure wall?