B08_WOTR_146606_Solit - Solit Attach 02 - Drawings.pdf

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WOTR 146606 - Renovate Exterior Shell
Solicitation number
140P2020R0049
Issued by

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This solicitation is for renovation work on the exterior shell of the Filene Center at Wolf Trap National Park for the Performing Arts in Vienna, Virginia. The scope of work includes replacement of wood cladding, windows, doors, and roofing materials to match existing profiles and finishes. It also involves repairs to masonry, flashing, sealants, and accessibility upgrades. The contract is a small business set-aside awarded by the National Park Service, with an anticipated period of performance from 2019-2021.

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STATE

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

RENOVATE EXTERIOR SHELL

FILENE CENTER

FAIRFAX VIRGINIA

OF

PKG.

NO.

SHEET

DRAWING NO.

Project Manager Date

QUALITY DESIGN CERTIFICATION

OR

OR

Design (Title I)

Prepared in Accordance with Preliminary by Preliminary Design (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Preliminary Design (Title I)

Drawing No.

Date

REVISION Date InitialMark Sheet

N O

V E

M B

E R

A U

T O

C A

D

P

W O

T R

F

IN

L

C D

A R

C H

WOLF TRAP

DOCUMENTS

FINAL CONSTRUCTIONA/E FIRM

PRIME:

VHB

WILLIAMSBURG, VA

QEA

WASHINGTON, DC

SUB:

VICINITY MAP

WASHINGTON, D.C. METRO AREA (NO SCALE)

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS NO SCALE

PROJECT

LOCATION

141423

SHEET INDEX

SHEET SUB SHEET TITLE OF SHEET

8 SITE STAGING PLAN

10 A0 ORIENTATION IMAGES

11 A1 LOWER LEVEL - MAIN BLDG - PLAN

12 A2 STAGE LEVEL - MAIN BLDG - PLAN

A3 SECOND LEVEL - MAIN BLDG - PLAN13

A4 THIRD LEVEL - AMPHITHEATER - PLAN14

A5 LOWER ROOF - MAIN BLDG - PLAN15

A6 UPPER ROOF - MAIN BLDG - PLAN16

A7 NORTH - AMPHITHEATER - ELEVATION17

A8 NORTHEAST - AMPHITHEATER - ELEVATION18

A9 NORTHWEST - AMPHITHEATER - ELEVATION19

A10 NORTH - MAIN BLDG - ELEVATION20

A11 EAST - AMPHITHEATER - ELEVATION21

A12 EAST - MAIN BLDG - ELEVATION22

A13 SOUTH - MAIN BLDG - ELEVATION23

A14 WEST - AMPHITHEATER - ELEVATION24

A15 WEST - MAIN BLDG - ELEVATION25

A16 ROOF - MAIN BLDG - ELEVATIONS26

A17 ACOUSTIC PANEL "FINS" - ENLARGED 27

DOOR SCHEDULE28

WINDOW AND SIGN SCHEDULES29

DETAILS - SECTION30

DETAILS - SECTION

M0 MECHANICAL SYMBOLS

M1 MECHANICAL ELEVATION SOUTH

M2 MECHANICAL ELEVATION EAST

M3 MECHANICAL ELEVATION WEST

E0 ELECTRICAL SYMBOLS

E1 ELECTRICAL 3RD LEVEL PLAN

E2 ELECTRICAL ELEVATION SOUTH

50 E3 ELECTRICAL ELEVATION EAST

E4 ELECTRICAL ELEVATION WEST

E5 ELECTRICAL ELEVATION NORTH

E6 ELECTRICAL ELEVATION NORTH SECTION

P0 PLUMBING SYMBOLS

P1 PLUMBING 3RD LEVEL PLAN

P2 PLUMBING ELEVATION SOUTH

P3 PLUMBING ELEVATION EAST

P4 PLUMBING ELEVATION WEST

DETAILS - SECTION32

DETAILS - SECTION33

DETAILS - SECTION34

DETAILS - SECTION

PROJECT

LOCATION

DETAILS - SECTION36

DETAILS - PLAN

DATE: 11/26/2019

G6

PLANS & ELEVATIONS

SHEET SUB SHEET TITLE OF SHEET

A18

A19

A20

A21

A22

A23

A24

A25

A26

A27

DETAILS - PLANA28

DETAILS - PLAN39

A29

DETAILS - TYPICALA30

DETAILS - TYPICAL41

A31

DETAILS - ELEVATIONA32

1 COVER SHEET

3 G1

4 G2 LOWER LEVEL - MAIN BLDG - EGRESS PLAN

5 G3 STAGE LEVEL - MAIN BLDG - EGRESS PLAN

G4 SECOND LEVEL - MAIN BLDG - EGRESS PLAN6

G5 THIRD LEVEL - MAIN BLDG - EGRESS PLAN7

2 SYMBOLS, ABBREVIATIONS & NOTESG0

CODE COMPLIANCE

C O

V

S H

E E

T .D

W G

E7 ELECTRICAL DETAILS54

9 SITE STAGING PLANS G7

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

XX

DW

AK

JW

141423

ABBREVIATIONS

SYMBOLS AND

G0

B L

D G

64°

SHEET WHERE DETAIL CAME FROM

SHEET WHERE DETAIL IS LOCATED

SHEET WHERE DETAIL CAME FROM

DIMENSION

AND NUMBER

NEW DOOR

DOOR SYMBOL

ROOM NAME

NEW -WORKPOINT/

ELEVATION SYMBOL

EXIST -WORKPOINT/

ELEVATION SYMBOL

WINDOW SYMBOL

DETAIL NUMBER REFERENCE

SHEET WHERE DETAIL IS LOCATED

BLDG. SECTION NUMBER REFERENCE

DETAIL REFERENCE

SECTION CUTS

/EXTERIOR ELEVATIONS

XXX

NAME

ROOM

100'-0"

100'-0"

X

AXXX AXXX

X

AXXX AXXX

x'-x"

XXX

DRAWING SYMBOLS

EXISTING DOOR

KEYNOTE

:NOTE

XX-XX

ARROW

BUILDING NORTH

WOOD CLADDING

TRUE NORTH ARROW

ABBREVIATIONS

WINDOWWDW

WOODWD

VERIFY IN FIELDVIF

VERTICALVERT

TONGUE AND GROOVET&G

TYPICALTYP

SQUARE FEETSF/SQFT

STEELSTL

STAINLESS / STONEST

STAINLESS STEELSS

SOUTHSO

ROOMRM

ROOF DRAINRD

REFLECTED CEILING PLANRCP

PRESSURE TREATEDP.T.

PAINTPT

PLASTERPLAS

PLUMBINGPLUMB

OCCUPANT LOADOCC

NATIONAL PARK SERVICENPS

METALMTL

MECH, ELEC, PLUMBMEP

MECHANICALMECH

LOCATION(S)LOC

LINEAR FEETLF

HOLLOW METALHM

GLASSGL

FLOORFLR

FAN COIL UNITFCU

EXISTINGEXIST

EQUIPMENTEQUIP

ELEVATION/ELEVATORELEV

ELECTRICALELEC

CONTRACTING OFFICERCO

CLEAR FINISHCLR

CEILINGCLG

DRAWINGSDWG

DOORDR

DIMENSIONSDIMS

APPROXIMATELYAPPROX

ALTERNATEALT

MASTER KEYNOTE LIST

EXISTING ROOF TO REMAIN.02-01

EXISTING COLUMN TO REMAIN.02-06

EXISTING UPPER LEVEL HORIZONTAL CLADDING TO REMAIN.02-07

EXISTING STRUCTURE TO REMAIN.02-08

EXISTING COPING TO REMAIN.02-09

EXISTING OVERHANG TO REMAIN.02-10

EXISTING SHED TO REMAIN.02-11

EXISTING LIGHTNING PROTECTION SYSTEM TO REMAIN. 02-12

EXISTING GYPSUM BOARD TO REMAIN. EXTENT/LAYERS VARY. 02-13

EXISTING CONCRETE BASE TO REMAIN. 02-14

EXISTING INSULATION TO REMAIN. 02-15

EXISTING BUILDING PAPER TO REMAIN. 02-16

EXISTING SHEATHING TO REMAIN. 02-17

EXISTING DOOR ASSEMBLY TO REMAIN. 02-18

EXISTING PLYWOOD ON FRAMING TO REMAIN. 02-19

EXISTING FRAMING/FURRING TO REMAIN. 02-20

EXISTING METAL COPING TO REMAIN.02-21

EXISTING STRUCTURE AND SHEATHING LIMIT MODIFY AS REQUIRED. 02-22

EXISTING RAIN CURTAIN AND TRACKS TO REMAIN.02-23

EXISTING MASONRY TO REMAIN.02-24

MASONRY:04

PROVIDE SOLID GROUT FILL AT CMU CAVITIES.04-01

METALS:05

PROVIDE SS BOLTS. MATCH EXISTING IN SIZE AND TYPE.05-01

WOODS/PLASTICS/COMPOSITES:06

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP CLADDING.06-01

PROVIDE DOUGLAS FIR 1X6 VERTICAL T&G CLADDING.06-02

PROVIDE 4x10 DOUGLAS FIR VERTICAL BATTENS.06-03

06-04

PROVIDE DOUGLAS FIR CLADDING ON FACE AND UNDERSIDE OF SOFFIT.06-05

PROVIDE DOUGLAS FIR CLADDING ON UNDERSIDE OF WALKWAY.06-06

06-07

PROVIDE DOUGLAS FIR CLADDING ON SECTIONAL ROLL-UP DOORS.06-08

CABLE CHASE.

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP CLADDING OVER06-09

PROVIDE DOUGLAS FIR TRIM.06-10

PROVIDE WOOD SIDING.06-11

PROVIDE WOOD BLOCKING. 06-12

PROVIDE WOOD FURRING.06-13

PROVIDE HORIZONTAL WOOD FRAMING. 06-14

PROVIDE ANCHORED SHIMMING.06-15

PROVIDE RADIUSED FACE HORIZONTAL BLOCKING.06-16

PROVIDE 3/4" FINISH GRADE EXTERIOR PLYWOOD, PAINTED.06-17

PROVIDE WOOD DECKING. 06-18

PROVIDE RADIUSED FACE RIBS AT 2'-0" O.C.06-19

PROVIDE DOUGLAS FIR CASING/TRIM - MATCH EXISTING PROFILES. 06-20

S:THERMAL/MOISTURE BARRIER07

PROVIDE SEALANT.07-01

PROVIDE SEALANT ON BACKER ROD. 07-02

07-03

PROVIDE COPPER FLASHING WITH HEMMED EDGES.07-04

PROVIDE PREFINISHED CONTINUOUS 2" WIDE ALUMINUM VENT. 07-05

PROVIDE FULL BED OF SILICONE SEALANT.07-06

OPENINGS:08

08-01

PROVIDE PAINTED HOLLOW METAL DOOR AND FRAME.08-02

PROVIDE PREFINISHED INSULATED ALUMINUM WINDOWS WITH SCREENS.08-03

PROVIDE FLASHING AND SEALS AROUND LOUVERS.08-06

FINISHES:09

REPAINT IN COLOR TO MATCH EXISTING UNFADED COLOR.09-01

EXISTING RAILING TO REMAIN. 02-02

EXISTING SPEAKER BOX TO REMAIN.02-03

EXISTING WOOD SOFFIT TO REMAIN. 02-04

EXISTING METAL CLADDING TO REMAIN. 02-05

EXISTING CONDITIONS:02

OF FIN. PROVIDE VERTICAL T&G CLADDING ON THREE SIDES OF FIN.

PROVIDE DOUGLAS FIR HORIZONTAL SHIPLAP CLADDING ON ONE SIDE

BOTTOM RAILS, AND GUARDS. MATCH EXISTING DIMENSIONS.

PROVIDE DOUGLAS FIR RAILING, INCLUDING BALUSTERS, TOP AND

PROVIDE VAPOR PERMEABLE BUILDING WRAP AIR BARRIER ASSEMBLY -

CONSTRUCTION. REPAINT AND REINSTALL.

REMOVE AND SALVAGE ACCESS PANEL. PROTECT OPENING DURING

PROVIDE PREFINISHED INSULATED STOREFRONT ASSEMBLY AND DOORWAY.08-04

05-02

WOOD BATTENS ARE REPLACED. USE SS ANCHORS.

SALVAGE ANTENNA SUPPORTS. REPAINT AND REINSTALL AFTER

PHASING

DOOR 'E0' AT STAIR 015 LOWER LEVEL IS IN PHASE I.

IDENTIFIED AS A PHASE ARE IN THAT PHASE, SUCH AS WINDOWS, DOORS, AND THE LIKE.

THROUGH A16 FOR PHASE I NOTES WHERE APPLICABLE. ALL WORK WITHIN THE FACADES

WORK INDICATED IS PHASE II. REFER TO STAGING PLAN AND ELEVATION SHEETS A7

NORTH FACADE AT LINE 9 AND WORK NORTH OF LINE 9 IS IN PHASE I. BALANCE OF

EXISTING A/V FRAME TO REMAIN.02-25

GENERAL NOTES

ACCEPTABLE TO THE CO.

ANALYZED AND SUPERVISED BY A QUALIFIED STRUCTURAL ENGINEER

FORCEMENTS. ANY LOADING, INTENTIONAL OR OTHERWISE, MUST BE

STRUCTURE WAS MODIFIED AFTER CONSTRUCTION WITH SPECIAL REIN-

CONDITIONAL FOOT TRAFFIC MAY BE APPROVED BY THE CO. ROOF

BUT NOT LIMITED TO FOOT TRAFFIC, OF ANY KIND. LIMITED AND

PREVENT ALL LOADING OR CONTACT FROM WORK ACTIVITIES, INCLUDING

THEATER/ORCHESTRA ROOF. PROTECT THE METAL ROOF SYSTEM AND

PLACE NO LOADS ON OR CONDUCT ANY WORK ACTIVITIES ON THE AMPHI-1.

ENGAGING IN ACTIVITIES OR SETTING SCHEDULES.

COORDINATE ALL WORK ACTIVITIES AND SCHEDULES WITH CO PRIOR TO 2.

3.

THE NEW WORK.

TIMES. ONE EXAMPLE: RECYCLE ALL WOOD REMOVED TO ACCOMMODATE

COMPLY WITH WASTE MANAGEMENT AND RECYCLING REQUIREMENTS AT ALL

4.

COULD CAUSE FIRE. SMOKING AND VAPING ARE PROHIBITED.

FORMED OFF SITE. DO NOT EXPOSE THE BUILDING TO ANY ACTIVITY THAT

FLAMES, SPARKS, AND ANY WORK THAT CREATES HEAT SHALL BE PER-

PROVIDE BONDED SILICONE FACED PREFORMED SEALS.07-07

REPORT FOR BALANCE OF INFORMATION.

LOW METAL DOORS AND FRAMES AND HAND RAILS AND FITTINGS. SEE

WITH ALL APPLICABLE REGULATIONS WITH REGARD TO THE PAINTED HOL-

ARDOUS MATERIALS INFORMATION (TERRACON NOV 15, 2018). COMPLY

REFER TO THE LIMITED HAZARDOUS MATERIALS SURVEY REPORT FOR HAZ-5.

6.

NOT REMOVE HAZARDOUS MATERIAL UNTIL DIRECTED TO BY THE CO.

REPORT HAZARDOUS MATERIAL FINDINGS TO THE CO IMMEDIATELY. DO

TEST SUSPECTED HAZARDOUS MATERIAL, IF FOUND, DURING THE WORK.

7.

WINDOW, LOUVER, AND ACCESS PANEL SIZES; AND OTHER APPLICABLE FEATURES.

VERIFIED EXISTING SIDING AND TRIM EXPOSURE; JOINTING AND LAYOUTS, DOOR,

INCORPORATE THICKER MATERIAL WHERE INDICATED IN CONJUNCTION WITH FIELD

TO PREPARING SUBMITTALS. SHOP DRAWINGS AND PRODUCT DATA SHALL

FIELD VERIFY DIMENSIONS, SPACING, PROFILES, AND RELATED CONDITIONS PRIOR

8.

TO COMPLETE SHEATHING, AIR BARRIER, AND WOOD CLADDING.

LONGER REQUIRED WITH THE CO. PATCH ABANDONED PORTS OR OPENINGS

WATER INTRUSION OF WALLS OR INTERIOR SPACES. VERIFY PORTS NO

MANNER ACCEPTABLE TO THE CO AND IN A MANNER THAT PREVENTS

THROUGH CABLE PORTS. PROTECT CABLES AND PORTS TO REMAIN IN A

BY OTHERS PRIOR TO THE WORK. CONFIRM CABLES LEFT IN PLACE

CELLULAR CARRIER LIVE ANTENNAS AND DUMMY ANTENNAS WILL BE REMOVED

PROVIDE ENGINEERED GALVANIZED AND PAINTED OSHA GUARDRAIL.05-03

EXISTING OSHA GUARDRAIL MODIFY AS REQUIRED.02-26

PREPARE AND REPAINT EXISTING ARMATURES.05-04

PROVIDE DOOR GASKETING TO MATCH EXISTING.08-05

07-08

PROVIDE SEALANT AROUND CABLE PORTALS TO REMAIN.07-09

PROVIDE SS BIRD SCREEN CLOSING AREA AROUND CABLES. 05-05

KEY NOTES APPLY TYPICALLY UNLESS OTHERWISE INDICATED.

SALVAGE AND REINSTALL EXISTING PAINTED WOVEN WIRE ENCLOSURE.05-06

9.

TO THE LANDSCAPING ARE APPROVED BY THE CO.

FACADE ACCESS UNTIL THE MEANS AND METHODS AND NECESSARY CHANGES

IZED SYSTEMS OR ANY COMBINATION THEREOF. DO NOT PROCEED WITH

ACCESS MEANS ARE EXPECTED TO INCLUDE SCAFFOLDS, LIFTS, OR MECHAN-

BY THE CONTRACTOR UNLESS OTHERWISE APPROVED BY THE CO. FACADE

WHAT WILL BE REMOVED BY THE NPS ARE TO REMAIN AND BE PROTECTED

SHEETS G6 AND G7 AND IS BY THE NPS. SITE CONDITIONS OTHER THAN

TREE PRUNING AND REMOVAL OF TREES AND SHRUBS IS INDICATED ON

AS MUCH OF THE LANDSCAPING INCLUDING TREES AS POSSIBLE. LIMIT OF

PROVIDE ENGINEERED FACADE ACCESS MEANS AND METHODS THAT PRESERVE

10.

TREES, SHRUBS, AND TURF IN FACADE ACCESS PLANNING.

INCLUDE REPLACEMENT OF DAMAGED OR REMOVED PLANTINGS INCLUDING

EXISTING DOUGLAS FIR CLADDING TO REMAIN.02-27

EXISTING DOUGLAS FIR GUARDRAIL TO REMAIN.02-28

EXISTING CANOPY, REMOVE BACK TO FACE OF FRAMING IN WALL.02-29

PROVIDE ENGINEERED COLD FORMED FRAMING.05-07

PROVIDE SLOPED 2X DOUGLAS FIR CAP.06-21

TO MATCH WOOD.

PROVIDE SEALANT AROUND SCUPPER SURROUND. PAINT SURROUND

PROVIDE EXTRUDED ALUMINUM THRESHOLD.08-07

DRYWALL TO MATCH EXISTING.09-02

11.

INVOLVED IN THE SHOWS, SITE, OR FACILITIES.

DISRUPT PUBLIC ACCESS OR ACTIVITIES OF ANY PERSON OR ORGANIZATION

PERIODS ARE TO BE CLOSELY COORDINATED WITH THE CO AND SHALL NOT

NECESSARY FOR PLANNING AND FIELD VERIFICATION DURING NON-OUTAGE

ACTIVITY VIABLE DURING THE OUTAGE PERIODS. ALL ACTIVITIES ON SITE

THE PUBLIC. THIS IS INTENDED TO MAXIMIZE THE AMOUNT OF CONSTRUCTION

COMPLETED DURING NON-OUTAGE PERIODS WHEN THE FACILITY IS OPEN TO

AND PERSONNEL, AND ALL WORK PLANNING AND NPS APPROVALS ARE TO BE

SUBMITTAL PROCESSING, STORAGE OF MATERIALS, MOBILIZATION OF EQUIPMENT

THE STAGE IS CLOSED FOR THE SEASON AND DARK. FIELD VERIFICATIONS,

PERIOD OF TIME OPEN FOR CONSTRUCTION IS STRICTLY LIMITED TO WHEN

G

Y

M B

B R

V

T E

S .D

W G

PROVIDE ANGLES, REMOVABLE SIDING SLAT, AND FLASHING PER07-11

PROVIDE PREFINISHED HEMMED 0.125" ALUMINUM CAP.07-10

TYPICAL DETAIL 4/A31.

PROVIDE GALV. WOOD CONNECTIONS EACH END TO SUIT CONDITIONS.06-22

REFER TO TYPICAL DETAIL 4/A31 FOR BASE FLASHING.

CONT. DRIP REVEAL 1/2" X 1/2".06-23

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

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FINAL CONSTRUCTION DOCUMENTS

SUB:

DW

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141423

COMPLIANCE

CODE

G1

BUILDING CODE SUMMARY

BUILDING: 2015 ICC INTERNATIONAL BUILDING CODE (IBC); 2015 ICC

INTERNATIONAL EXISTING BUILDING CODE; ANSI/ASSEZ117.1, SAFETY

REQUIREMENTS FOR CONFINED SPACES; 2015 NFPA LIFE SAFETY CODE (NFPA

101) THE MOST RESTRICTIVE REQUIREMENT WILL DICTATE.

MECHANICAL: 2015 ICC INTERNATIONAL MECHANICAL CODE (IMC)

PLUMBING: 2015 ICC INTERNATIONAL PLUMBING CODE (LPC)

FIRE:2015 ICC INTERNATIONAL FIRE CODE (LFC); NFPA NATIONAL FIRE CODES,

INCLUDING ANNEXES (EXCEPT NFPA 5000)

ENERGY: 2015 ICC INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

FUEL GAS: 2015 ICC INTERNATIONAL FUEL GAS CODE (LFUGC)

OTHER GUIDELINES, CODES, REGULATIONS AND LOCAL UTILITY REQUIREMENTS:

· NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, 2014 NATIONAL

ELECTRICAL CODE

NPS DENVER SERVICE CENTER (DCS) REQUIREMENTS:

· 2015 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

· ICC/ANSI A117.1 2009

· OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

THE AUTHORITY HAVING JURISDICTION (AHJ) FOR THE NATIONAL CAPITOL REGION

IS JAMES KING, BRANCH CHIEF FIRE AND EMERGENCY MANAGEMENT.

OCCUPANCY TYPE:

(CHAPTER 3 IBC: USE AND OCCUPANCY CLASSIFICATION):

THE FILENE CENTER HAS MULTIPLE USE GROUPS:

· A-3 - ASSEMBLY (MUSEUM AND ASSEMBLY AREAS OF GREATER THAN 50

PEOPLE)

· S-1 STORAGE (MODERATE HAZARD STORAGE)

CONSTRUCTION TYPE: TYPE III

A-1 - ASSEMBLY (ASSEMBLY USE WITH FIXED SEATING)

B - BUSINESS (STAFF SUPPORT SPACES)

BASE DESIGN WIND SPEED: 90 MPH

M P

L .D

W G

BUILDING CODE.

THE AHJ TO RULE ON CONDITIONS NOT CONFORMING WITH THE NEW

2015 ICC INTERNATIONAL EXISTING BUILDING CODE (IEBC) REQUIRES

CLADDING.

BUILDING EXTERIOR WHERE IT COULD EVENTUALLY IGNITE THE WOOD

BUILDING HELPS PREVENT INTERIOR FIRES FROM SPREADING TO THE

SPRINKLERED. THIS HELPS SUPPRESS FIRES AT THE INTERIOR OF THE

FIRE SUPPRESSION SPRINKLERS: THE EXISTING BUILDING IS FULLY

OF THE EXTERIOR CLADDING.

DELAY DAMAGE TO THE BUILDING FRAME AND WALL FRAMING AND IGNITION

SIDE ACCORDING TO THE ORIGINAL DRAWINGS. THIS SERVES TO HELP

AND FLY SPACE INCLUDE A DOUBLE LAYER OF DRYWALL AT THE INTERIOR

ADDITIONAL DRYWALL LAYER: THE EXTERIOR WALLS ENCLOSING THE STAGE

36 FT. ABOVE THE GRADE LEVEL.

BUILDING FACADE ABOVE. THE HIGHEST REGULARLY OCCUPIED FLOOR IS

BELOW THE HEIGHT OF REGULARLY UNOCCUPIED SERVICE SPACES AND

THIRD FLOOR OFFICES AT EL. 325 FT. THIS IS APPROXIMATELY 102 FT.

OCCUPIED STORIES: THE HIGHEST REGULARLY OCCUPIED LEVEL IS THE

PREVENT ROTTING.

THE WOOD CLADDING IS PRESSURE TREATED DOUGLAS FIR TREATED TO

ALSO HELPS PREVENT ROTTING. THE FURRING AND BLOCKING SUPPORTING

DOUGLAS FIR TREATED TO PROVIDE FIRE RESISTANCE. THIS TREATMENT

PRESSURE TREATMENTS: THE NEW WOOD CLADDING IS PRESSURE TREATED

THE EXISTING FULL FIRE SUPPRESSION SPRINKLERING OF THE FACILITY.

DRYWALL ON THE INTERIOR FACE OF THE STAGE ENCLOSURE, AND 4)

STORIES ABOVE EL. 325 FT., 3) THE EXISTING ADDITIONAL LAYER OF

THE WOOD FACADES, 2) THE EXISTING LACK OF NORMALLY OCCUPIED

MITIGATING CIRCUMSTANCES INCLUDE 1) THE PRESSURE TREATMENTS OF

FT. ABOVE GRADE.

OF COMBUSTIBLE FACADE MATERIAL WHEN THE HEIGHT EXCEEDS 40

ELEV. 427 FT.. BUILDING CODES FOR NEW BUILDINGS LIMIT THE USE

CLADDING IS AS HIGH AS 125 FT., APPROXIMATELY ELEV. 302 FT. TO

THOUGH ROUGHLY 138 FT. HIGH FROM GRADE, THE EXTENT OF WOOD

BUILDINGS WITH THIS FACADE MATERIAL, IS THE BUILDING HEIGHT.

THE CONDITION THAT IS AT VARIANCE WITH THE CODE FOR NEW

FURRING, AS WELL AS BLOCKING.

OF THE FURRING THAT HELPS TO PREVENT ROT IN THE CONCEALED

TO PRESERVE THE CLADDING AND A PRESERVATIVE PRESSURE TREATMENT

RESISTIVE PRESSURE TREATMENT OF THE CLADDING THAT ALSO HELPS

TRIGGERED. THE WOOD CLADDING AND FURRING IS TO INCLUDE A FIRE

BUILDING CODE IS NOT ENTIRELY APPLICABLE, SO THE IEBC IS

CLADDING AND WOOD FURRING, THE DIRECT APPLICATION OF THE NEW

AS THE NPS PROJECT SCOPE REQUIRES THE REPLACEMENT OF WOOD

LEGACY CONDITION - WOOD EXTERIOR WALL CLADDING

LEGACY CONDITION - ABAAS COMPLIANCE AT EXTERIOR DOORS

SERVICE CENTER (DCS).

MEET ABAAS AND RELATED REQUIREMENTS OF THE DENVER

SCOPE OF THIS PROJECT, THE NEW DOORS AND HARDWARE ARE TO

SIGNAGE, AND LIGHTING AND RELATED REQUIREMENTS. WITHIN THE

TO ABAAS COMPLIANCE AS WELL AS ABAAS COMPLIANCE OF PATHS,

ADDRESS CONDITIONS SURROUNDING THE EXTERIOR DOORS RELATED

REPLACED DOORS. ANOTHER DESIGN PROJECT MAY BE INITIATED TO

EXISTING EXTERIOR DOORS, ABAAS COMPLIANCE IS REQUIRED AT THE

AS THE NPS PROJECT SCOPE REQUIRES THE REPLACEMENT OF THE

LEGACY CONDITION - ORCHESTRA PIT EXITS

PLANS.

ACCOMMODATED. A HIGHER NUMBER IS PROPOSED ON THE EGRESS

ORCHESTRA PIT SO A HIGHER NUMBER OF PERSONS CAN BE

CHANGE THE SWINGS OF THE DOORS TO SWING OUT OF THE

49 PERSONS. ANOTHER DESIGN PROJECT MAY BE INITIATED TO

IN TO THE PIT AREA. THIS LIMITS THE CAPACITY OF THE SPACE TO

EXISTING EXIT DOORS AT EACH END OF THE ORCHESTRA PIT SWING

FREIGHT

ELEVATOR

UP

SWITCHGEAR

ROOM

DISTRIBUTION

DIMMER EQUIP

ELEV

MACHINE RM

GREEN ROOM

STAGE RIGHT

WAITING ROOM

DRESSING

RM "A"

RM "B"

LOWER

STAGE DR

STORAGE

CHORUS

DRESSING

ROOM 1

CHORUS

DRESSING

ROOM 2

CHORUS

DRESSING

ROOM 3

RESTRM

MAINTENANCE

OFFICE

WATER HEATER

MAINTENANCE

TOOL LOCK-UP

STORAGE ROOM

MEN'S RESTRM

WOMEN'S RESTRM

STAGE LEFT

RM I

RM H

RM G

RM J

RM K

RM F

RM E

RM D

RM C

WARDROBE

OFFICE

DRESSING RM L

MUSICIAN'S

LOUNGE

WOMEN'S

SERVERY

PUMP

LAUNDRY

ORCHESTRA

PIT

INSTRUMENT

SOUND

EQUIPMENT

RACK ROOM

MEN

WOMEN

DRESSING ROOM

CORRIDOR

MUSIC

CONTRACTOR

OFFICE "M"

DRESSING

ROOM

N

DRESSING

ROOM

MEN'S

CONDUCTOR'S

DRESSING

ROOM "P"

FOUNDATION

COURTESY

CANTEEN

GREEN

ROOM

KITCHEN

ELEC RM

VALVE

EMERGENCY GENERATOR

AND OIL TANK

DRIVE

THROUGH

PARKING

MECHANICAL ROOM

PATIO

Y Z A B C D P Q R S

T U

Al Da Sa La Ob Ra

ONMLKJIHGFE

DN

DN

DN

UP

UP UP

FROM ABOVE

EXIT STAIR

STAIR

24" ACCESS

STAIR

24" ACCESS

ABOVE

TO GRADE

EXIT STAIR

ACCESS DR.

INSTRUMENT

ACT.

ACT.

ACT.

ACT.

A C

T

A C

T

A C

T

A C

T

UP

LEVEL WITH PIT FLOOR

RISER OVER STAIRS

LINE OF 3 POSITION LIFT

ABOVE

SKYLIGHT

CURB FACE

C U

R B F

A C

E

49'-1

24'-6

24'-3"±

24'-6

151'-10

100'-9

E X

IT

E X

IT

E X

IT

E X

IT

EXIT

EXIT

CONTINUES FLOOR

RISER OVER STAIR

POSTED 143 OCCUPANTS

POSTED 86 OCCUPANTS

POSTED 100 OCCUPANTS

24'-3"±

(FULL PIT AREA)

CURRENT: 49 OCCUPANTS MAX.

011 AND 012

INCLUDING RM.

49 OCCUPANTS

EXIT

FUTURE CAP.

PROPOSED

557 SF

FUTURE CAPACITY

532 SF PROPOSED

3' APPROX. PATH

AND PLATFORMS)

PERSON FOR STAGES

1004.5 15 SF/

(PER IBC TABLE

1,089/15 = 73

OF 15 SF/PERSON

PROPOSED FACTOR

1,089 SF (557+532)

FUTURE CAPACITY

PROPOSED 73 PERSON

SUITE

PER CHORUS RM.

49 OCCUPANTS

SUITE

PER CHORUS RM.

49 OCCUPANTS

SUITE

PER CHORUS RM.

49 OCCUPANTS

EXIT

THROUGH LOWER LEVEL

ORCHESTRA PIT EXITS

PARKING OCC 19

OCC 4

OCC 6

OCC 2

OCC 3

OCC 2

OCC 2

OCC 9

OCC

OCC 19

OCC 9

OCC 1

OCC 5

OCC 3

OCC 3

OCC 1

OCC 1

OCC 2

OCC 3

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

E R

T O

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FINAL CONSTRUCTION DOCUMENTS

SUB:

G2

SCALE A

LEGEND

SHEET NOTES

SCALE A

DW

AK

JW

EGRESS PLAN

MAIN BLDG -

LOWER LEVEL -

G2

B L

D G

64°

KEY PLAN

MATCH LINE

G R

IL

L E

O V

E R

H E

A D

G R

IL

L E

O V

E R

H E

A D

(NONE THIS SHEET)

OCCUPANCY LOAD FACTOR

USE WITHOUT FIXED SEATS: 15 SF/PERSON

BUSINESS USE - LESS CONCENTRATED:

100 SF NET/PERSON

BUSINESS USE - CONCENTRATED:

50 SF NET/PERSON

STORAGE / EQUIPMENT - 300 SF/PERSON

ASSEMBLY USE - LESS CONCENTRATED

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

141423

4 59

W

V

.D

W G

EGRESS PLAN

MAIN BLDG -

LOWER LEVEL -

65.75 IN

438 173

32.875 IN

438 173

65.75 IN

438 103

438 103

65.75 IN

32.875 IN

219 219

32.875 IN

219 103

000 000

00.00 IN

EGRESS LOAD

AT DOORWAY

DOORWAY NET

EGRESS CAPACITY

DOORWAY NET

WIDTH

DOOR EGRESS LEGEND

FACTORED AT

0.15 INCH PER

PERSON PER

NFPA 10149 49 49

OCC 22 (INCL. ROOMS 040-047)

102 102

OCC 1

100'-7"±

49'-11"±

50'-3

E X

IT

E X

IT

EXIT

EXIT

ORCHESTRA PIT

FIRE CURTAIN

CURTAIN EXITS TO AMPHITHEATER.

THRUST AT AMPHITHEATER SIDE OF FIRE

STAGE

TOILET

HALL

REHEARSAL

BLUE ROOM

PROP ROOM

CHAIR STORAGE

GUARD

DOOR LOBBY

SOUND

DN

UP

UP

DN

UP

UP

MANAGER

HOUSE

PRODUCTION

TOURING

120A

BACK

LOADING DOCK

LEFT

CHANGE

QUICK

COMPACT

OPEN

105A

RIGHT

Y Z A B C D P Q R S

T U

Al Da Sa La Ob Ra

DN

DN

DN

DN

DN DN

DN DN

DN

DN UP

DN

DN

TOILET

ADA

STAIR

EXIT

STAIR

EXIT

STAIR

24" ACCESS

STAIR

24" ACCESS

ACT.

ACT.

SKYLIGHT

- ORCHESTRA PIT OPENING

LINE OF 3 POSITION LIFT

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

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FINAL CONSTRUCTION DOCUMENTS

SUB:

G3

1 STAGE LEVEL - MAIN BLDG - EGRESS

SCALE A

SCALE A

LEGEND

SHEET NOTES

DW

AK

JW

EGRESS PLAN

MAIN BLDG -

STAGE LEVEL -

G3

B L

D G

64°

KEY PLAN

MATCH LINE

(NONE THIS SHEET)

OCCUPANCY LOAD FACTOR

ASSEMBLY USE - LESS CONCENTRATED

USE WITHOUT FIXED SEATS: 15 SF/PERSON

BUSINESS USE - LESS CONCENTRATED:

100 SF NET/PERSON *

BUSINESS USE - CONCENTRATED:

50 SF NET/PERSON

STORAGE / EQUIPMENT - 300 SF/PERSON

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

141423

5 59

T

A

V

.D

W G

* STAGE AREA IS LIMITED TO 100 PERSONS PER AHJ

STAGE LIMITED TO 100 PERSONS - TO BE POSTED

PLAN

000 000

00.00 IN

EGRESS LOAD

AT DOORWAY

DOORWAY NET

EGRESS CAPACITY

DOORWAY NET

WIDTH

DOOR EGRESS LEGEND

FACTORED AT

0.15 INCH PER

PERSON PER

NFPA 101

10 FROM ABV.

32.875 IN

219 82

32.875 IN

219 28

OCC 55

OCC 1

32.875 IN

219 54

32.875 IN

219 54

65.75 IN

438 222

32.875 IN

219 54

OPERABLE WALL

OPERABLE WALL

OPERABLE WALL

OCC 247 (INCLUDES STAGE RM. 101)

OCC 20

OCC 1

OCC 1

OCC 8

UP

UP

MEN'S TOILET

FILE

UP

UP

Y Z A B C D P Q R S

T U

Al Da Sa La Ob Ra

STAIR

EXIT

STAIR

EXIT

DN

DN

DN

UP

50'-3 100'-7"± "±

49'-1

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

E R

T O

C A

D

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T R

F

IN

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QEA

WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

G4

1 SECOND LEVEL - MAIN BLDG

SCALE A

SCALE A

LEGEND

SHEET NOTES

DW

AK

JW

EGRESS PLAN

MAIN BLDG -

SECOND LEVEL -

G4

B L

D G

64°

KEY PLAN

MATCH LINE

(NONE THIS SHEET)

OCCUPANCY LOAD FACTOR

ASSEMBLY USE - LESS CONCENTRATED

USE WITHOUT FIXED SEATS: 15 SF/PERSON

BUSINESS USE - LESS CONCENTRATED:

100 SF NET/PERSON

BUSINESS USE - CONCENTRATED:

50 SF NET/PERSON

STORAGE / EQUIPMENT - 300 SF/PERSON

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

141423

6 59

C O

.D

W G

- EGRESS PLAN

000 000

00.00 IN

EGRESS LOAD

AT DOORWAY

DOORWAY NET

EGRESS CAPACITY

DOORWAY NET

WIDTH

DOOR EGRESS LEGEND

FACTORED AT

0.15 INCH PER

PERSON PER

NFPA 101

OCC 13

OCC 8

32.875 IN

219 17

OCC 11

OCC 6

OCC 5

CONFERENCE

UP

FOUNDATION OFFICE

DN

50'-3 100'-7"± "±

49'-1

Al Da Sa La Ob Ra

50'-3 "±

49'-1

Y Z A B C D P Q R S

T U

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

E R

T O

C A

D

W O

T R

F

IN

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C H

QEA

WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

G5

1 THIRD LEVEL - MAIN BLDG

SCALE A

SCALE A

LEGEND

SHEET NOTES

DW

AK

JW

EGRESS PLAN

MAIN BLDG -

SECOND LEVEL -

G5

B L

D G

64°

KEY PLAN

MATCH LINE

(NONE THIS SHEET)

OCCUPANCY LOAD FACTOR

ASSEMBLY USE - LESS CONCENTRATED

USE WITHOUT FIXED SEATS: 15 SF/PERSON

BUSINESS USE - LESS CONCENTRATED:

100 SF NET/PERSON

BUSINESS USE - CONCENTRATED:

50 SF NET/PERSON

STORAGE / EQUIPMENT - 300 SF/PERSON

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

7 59

141423

IR

.D

W G

- EGRESS PLAN

000 000

00.00 IN

EGRESS LOAD

AT DOORWAY

DOORWAY NET

EGRESS CAPACITY

DOORWAY NET

WIDTH

DOOR EGRESS LEGEND

FACTORED AT

0.15 INCH PER

PERSON PER

NFPA 101

OCC 20

OCC 4

OCC 5

TOILETS

BOX OFFICE

MAIN GATE

USPP

PLAZA

OFFICE/

OPERATONS

RANGER

STATION

ENCORE CIRCLE

BOX OFFICE

RENTAL CONCESSIONS

TOILETS

GIFT CONCESSIONS

PRESS OFFICE

BOX OFFICE

USHERS

DENSELY WOODED AREA

TOILETS

FOOD

CONCESSIONS

DENSELY WOODED AREA

ADA AND BUS PARKING

PARKING LOT

BACK ROOF

ROOF OVER

ORCHESTRA AREA

FLY LOFTSLOPING LAWN AREA

LOADING

DOCK

CANOPY

STAGE DOOR

CANOPY

(REAR STAGE)

STAGING AREA / SET UP

2.5 (2 1/2) TON

GROSS VEHICLE

WEIGHT MAX.

PROPOSED MINOR STORAGE

CONTRACTOR PARKING

BRIDGE

BRI

DGE

HAND TRUCK

ONLY

CUPOLA

PROPOSED CONTRACTOR

PROPOSED

CONTRACTOR

STAGING AREA

ROOF

PLACE NO LOAD

TECT ORCHESTRAPRO

ROOF FROM LOADING

AND DAMAGE

OF CONSTRUCTION LOADS. CRANE

LOADING IS NOT PERMITTED IN

THIS AREA.

LOADING DOCK PAVEMENT OVER

STRUCTURED GARAGE ROOF - PROVIDE

ENGINEERING ANALYSIS AND MONITORING

EXIT STAIRS

EXIT

STAIRS

EXIT STAIRS

EXIT

ENTRY/EXIT

NORTH OF THIS FACADE IN

HAND TRUCK

ONLY

PHASE I

NORTH FACADE AND WORK

CO OFFICES GC OFFICES

TERRACE

DOCK

DOCK

DOCK

TRASH

REST-

ROOMS

- LEAVE ONE DOCK BAY

FOR NPS USE

E Q

U

IP

E Q

U

IP

CT

CT

EXIT

E Q

U

IP

SWITCHES

EMERGENCY

GENERATOR BELOWE

X

IT

F E

N C

E

F E

N C

E

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

E R

T O

C A

D

W O

T R

F

IN

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WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

G6

1 STAGING PLAN - FILENE CENTER

SHEET NOTES

DW

AK

JW

141423

FILENE CENTER

STAGING PLAN

G6

11.

10.

COMPLY WITH APPROVED PLAN AT ALL TIMES.

REQUIRED BY THE NPS AND IN FAIRFAX COUNTY.

PROVIDE SEDIMENT AND RUNOFF CONTROL PLAN9.

FULL RESPONSIBILITY OF THE CONTRACTOR (GC).

OF FACADE ACCESS IS THE METHODS

DESIGN, ENGINEERING, PLANNING, MEANS AND 8.

THESE ROUTES DURING THE WORK.

PREVENT ACTIVITIES THAT COULD BLOCK

A MANNER ACCEPTABLE TO THE CO.

VEHICLE AND FIRE TRUCK ACCESS ROUTES IN

CONFIRM AND MAINTAIN REQUIRED EMERGENCY7.

PLANS.

TREE PROTECTION, AND OTHER SITE ACTIVITY

STAGING, ACCESS ROUTES, FACADE ACCESS,

SIZES AND LOCATIONS PRIOR TO PREPARING

FEATURES, DIMENSIONS, GRADES, AND TREE

VERIFY AND SURVEY ALL CONDITIONS, SITE

THIS IS NOT A CERTIFIED SURVEY. FIELD

BASED ON AERIAL AND GROUND LEVEL PHOTOS.

NPS. ADDITIONAL MODIFICATIONS WERE MADE

SITE INFORMATION FILE WAS PROVIDED BY THE6.

BY THE CO.

TREES, AND HARDSCAPE AS APPROVED SHRUBS,

REPLACEMENT OF DAMAGED OR REMOVED TURF,

PROVIDE RESTORATION OF FINE GRADING AND 5.

PROTECTION PLANS AT ALL TIMES.

PROHIBITED. COMPLY WITH CO APPROVED TREE

ROOTS, AND SOILS SUPPORTING TREES IS

TREES ARE TO REMAIN. DAMAGING TREES,

PRIOR TO COMMENCING WORK IN AREAS WHERE

ESTABLISHED WHEN APPROVED BY THE CO

TREE PROTECTION ZONES SHALL BE 4.

WOLF TRAP FARM PARK DURING THE WORK.

CONTINUED USE OF THE FILENE CENTER AND

CO AND SHALL NOT INTERFERE WITH

INTERRUPTIONS ARE TO BE APPROVED BY THE

GENERATED, AND ACCESS OR UTILITY

SCHEDULING, PERIODS WHEN NOISE CAN BE

WRITING BY THE CO PRIOR TO THAT ACTIVITY.

WORK ACTIVITIES SHALL BE APPROVED IN 3.

TREE PROTECTION, AND OTHER SITE ACTIVITIES.

TO STAGING, ACCESS ROUTES, FACADE ACCESS,

APPROVAL OF CONTRACTOR'S PLANS RELATED

THE CO INCLUDING BUT NOT LIMITED TO FULL

PLANS ARE ONLY VALID ONCE ACCEPTED BY

TREE PROTECTION, AND OTHER SITE ACTIVITY

STAGING, ACCESS ROUTES, FACADE ACCESS,2.

ON SHEET G0

REFER TO GENERAL NOTES AND PHASING NOTES1.

BLDG

64°

SCALE OF FEET

40 0 40 80

SCALE A

SCALE A

IT

A G

IN

.D

W G

VERIFY EXACT CONDITIONS IN THE FIELD.

ELEMENTS ARE INDICATED ON THE DRAWINGS,

TO REMAIN AND BE PROTECTED. NO ALL SITE

REMOVED OR ALTERED ALL SITE ELEMENTS ARE

UNLESS SITE ELEMENTS ARE INDICATED TO BE

G7

G7

G7

G7

G7

REFER TO NOTATION FOR INFORMATION

GENERAL OUTLINE OF ANNOTATED AREA,

SEE DRAWING G7

GENERAL OUTLINE OF ENLARGED PLANS,

LEGEND - BUBBLED AREAS

THAN A 24" X 24" FOOTPRINT.

CRIBBING UNDER LOADS SHALL BE NO LESS

WITH REGARD TO CONSTRUCTION ACTIVITIES.

CONTRACTOR TO VERIFY SOIL BEARING CAPACITY

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

E R

T O

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WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

G7

1 ENLARGED PARTIAL SITE STAGING PLAN

SCALE A

SCALE A

SHEET NOTES

DW

AK

JW

FILENE CENTER

STAGING PLANS

G7

SEE SHEET G6 FOR TYPICAL SITE STAGING NOTES.

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

141423

9 59

A G

A N

S .D

W G

G7

5 ENLARGED PARTIAL SITE STAGING PLAN

SCALE A

G7

3 ENLARGED PARTIAL SITE STAGING PLAN

SCALE A

G7

4 ENLARGED PARTIAL SITE STAGING PLAN

SCALE A

G7

2 ENLARGED PARTIAL SITE STAGING PLAN

SCALE A

REMAIN

AZALEAS TO

BRANCHES

PRUNE

NPS TO

REMAIN -

TREE TO

NELLIE STEVENS

NPS TO REMOVE

NELLIE STEVENS

NPS TO REMOVE

BUILDING WALL

FACE OF MAIN

P

A

TH

PATH

NELLIE STEVENS

NPS TO REMOVE

NELLIE STEVENS

NPS TO REMOVE

REMAIN

AZALEAS TO

BUILDING WALL

FACE OF MAIN

BRANCHES

PRUNE

NPS TO

REMAIN -

TREE TO

REMOVE TREE

NPS TO

DOCK

STAGE

S T

A

IR

S T

A

IR

REMAIN

SHRUB TO

TREE AND

PERENNIALS

REMOVE

NPS TO

DRIVEWAY

PATH

PRESENT

FALL THREAT IS

TIME WHEN NO ICE

- LIMIT REMOVAL TO

TO ACCESS FACADE

SECTION OF ROOF

REINSTALL CENTER

- REMOVE AND

OVER EQUIPMENT

ICE BARRIER ROOF

BRANCHES

PRUNE

NPS TO

REMAIN -

TREE TO

BUILDING WALL

FACE OF MAIN

CT

BRANCHES

PRUNE

NPS TO

REMAIN -

TREE TO

REMAIN

SHRUB TO

TREE AND

EXIT STAIR

F E

N C

E

F E

N C

E

TERRACE

F E

N C

E

F E

N C

E

WALL

BUILDING

MAIN

FACE OF

SWITCHES

M A

IN

E N

C L

O S

U R

E

E Q

U

IP

M E

N T

M A

IN

E N

C L

O S

U R

E

E Q

U

IP

M E

N T

M A

IN

E N

C L

O S

U R

E

E Q

U

IP

M E

N T

DRIVEWAY

LAWN

LAWN

BUILDING WALL

FACE OF MAIN

LAWN

CT

WALL

BUILDING

MAIN

FACE OF

BLDG

64°

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

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WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

DW

AK

JW

141423

IMAGES

ORIENTATION

A0

ORIENTATION IMAGES

GROUND VIEW FROM PROJECT NORTHWEST

AERIAL VIEW FROM PROJECT NORTHEAST

AERIAL VIEW FROM PROJECT NORTHEAST AERIAL VIEW FROM PROJECT SOUTHWEST

E L

A

EL.

1/A15

EL.

1/A14

EL. 1/A12

E L

A

E L

A

EL. 1/A8

EL. 1/A9

EL. 1/A7

E L

A

EL. 1/A12

EL. 1/A11

EL.

1/ A8

E L

A

EL. 1/A9

AERIAL VIEW FROM PROJECT NORTHWEST

EL. 1/A15

EL. 1/A14

E L

A

EL. 1/A12

E L

A

IMAGES ARE NOT CURRENT AND ARE INCLUDED FOR ORIENTATION ONLY

IE

N T

IM

A G

E S .D

W

SWITCHGEAR

DISTRIBUTION

DIMMER EQUIP

ELEV

MACHINE RM

STAGE RIGHT

RM "A"

RM "B"

LOWER

STAGE DR

CHORUS

DRESSING

ROOM 1

CHORUS

DRESSING

ROOM 2

CHORUS

DRESSING

ROOM 3

WATER HEATER

MAINTENANCE

TOOL LOCK-UP

STORAGE ROOM

MEN'S RESTRM

WOMEN'S RESTRM

STAGE LEFT

RM I

RM H

RM G

RM J

RM K

RM F

RM E

RM D

RM C

WARDROBE

OFFICE

DRESSING RM L

MUSICIAN'S

SERVERY

PUMP

LAUNDRY

ORCHESTRA

PIT

INSTRUMENT

SOUND

EQUIPMENT

RACK ROOM

MEN

WOMEN

DRESSING ROOM

CORRIDOR

MUSIC

CONTRACTOR

OFFICE "M"

DRESSING

ROOM

N

DRESSING

ROOM

CONDUCTOR'S

DRESSING

ROOM "P"

FOUNDATION

COURTESY

CANTEEN

GREEN

ROOM

ELEC RM

VALVE

EMERGENCY GENERATOR

AND OIL TANK

DRIVE

THROUGH

PARKING

MECHANICAL ROOM

PATIO

Y Z A B C D P Q R S

T U

Al Da Sa La Ob Ra

ONMLKJIHGFE

DN

DN

DN

UP

UP UP

FROM ABOVE

EXIT STAIR

STAIR

24" ACCESS

STAIR

24" ACCESS

ABOVE

TO GRADE

EXIT STAIR

ACCESS DR.

INSTRUMENT

ACT.

ACT.

ACT.

ACT.

A C

T

A C

T

A C

T

A C

T

UP

LEVEL WITH PIT FLOOR

RISER OVER STAIRS

LINE OF 3 POSITION LIFT

ABOVE

SKYLIGHT

CURB FACE

C U

R B F

A C

E

151'-10

- SEE ELEC.

TO EXTERIOR BOLLARD

TO ROUTE CONDUIT

CEILING AS REQUIRED

PAINTED DRYWALL

CUT AND PATCH

24'-3"±

24'-6 "±

24'-3

24'-6

100'-9

49'-1

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

E R

T O

C A

D

W O

T R

F

IN

A R

C H

QEA

WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

A1

1 LOWER LEVEL - MAIN BLDG - PLAN

SCALE A

SHEET NOTES

SCALE A

E1

E2

E3

E4

E5

E6

E7

E9

E10

E11

E12

E13

DW

AK

JW

141423

MAIN BLDG - PLAN

LOWER LEVEL -

A1

B L

D G

64°

KEY PLAN

MATCH LINE

A13

A15

A12

A10

G R

IL

L E

O V

E R

H E

A D

G R

IL

L E

O V

E R

H E

A D

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

ADDITIONAL DOOR SCOPE.

AND FRAMES. REFER TO DOOR SCHEDULE FOR

FRAMES ARE TO BE REPLACED WITH NEW DOORS

EXISTING NUMBERED EXTERIOR DOORS AND 1.

E0

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

W

.D

W G

ENTRY

ENTRY

S N

SN14

BLUE ROOM

PROP ROOM

CHAIR STORAGE

GUARD

DOOR LOBBY

UP

UP

DN

UP

UP

MANAGER

HOUSE

PRODUCTION

TOURING

120A

BACK

LOADING DOCK

LEFT

COMPACT

OPEN

105A

RIGHT

Y Z A B C D P Q R S

T U

Al Da Sa La Ob Ra

DN

DN

DN

DN

DN DN

DN DN

DN

DN UP

DN

DN

TOILET

ADA

STAIR

EXIT

STAIR

EXIT

STAIR

24" ACCESS

STAIR

24" ACCESS

ACT.

ACT.

SKYLIGHT

- ORCHESTRA PIT OPENING

LINE OF 3 POSITION LIFT

49'-11"±

50'-3

STORAGE, CRANES, OR MATERIAL LIFTS

BUT NOT LIMITED TO MATERIALS

LOADS ON THIS STRUCTURE, INCLUDING

BAYS - PLACE NO CONSTRUCTION

STRUCTURE UNDER PAVED LOADING

100'-7"±

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A2

1 STAGE LEVEL - MAIN BLDG - PLAN

SCALE A

SCALE A

SHEET NOTES

E14

E15

E16

E17

E18

E19E20

E21

E22

DW

AK

JW

141423

MAIN BLDG - PLAN

STAGE LEVEL -

A2

B L

D G

64°

KEY PLAN

A13

A15

A12

A10

MATCH LINE

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

ADDITIONAL DOOR SCOPE.

AND FRAMES. REFER TO DOOR SCHEDULE FOR

FRAMES ARE TO BE REPLACED WITH NEW DOORS

EXISTING NUMBERED EXTERIOR DOORS AND 1.

A27 3

A27

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

A

.D

W

BOLLARD

UP

UP

MEN'S TOILET

FILE

UP

UP

Y Z A B C D P Q R S

T U

Al Da Sa La Ob Ra

STAIR

EXIT

STAIR

EXIT

DN

DN

DN

UP

50'-3 100'-7"± "±

49'-1

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A3

1 SECOND LEVEL - MAIN BLDG - PLAN

SCALE A

SCALE A

E23

SHEET NOTES

DW

AK

JW

141423

MAIN BLDG - PLAN

SECOND LEVEL -

A3

B L

D G

64°

KEY PLAN

A13

A15

A12

A10

MATCH LINE

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

ADDITIONAL DOOR SCOPE.

AND FRAMES. REFER TO DOOR SCHEDULE FOR

FRAMES ARE TO BE REPLACED WITH NEW DOORS

EXISTING NUMBERED EXTERIOR DOORS AND 1.

A27

A27

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

C O

.D

UPUP

Loft

Storage 35' Level

J 73

4 8

35' Level

"±8

74'-

71'-1

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A4

1 THIRD LEVEL - AMPHITHEATER - PLAN

SCALE A

SCALE A

KEYNOTES

SHEET NOTES

E24 E25

FIN 1E

FIN 2E

FIN 3E

FIN 4E

FIN 5E

FIN 6E

FIN 7E

DW

AK

JW

141423

AMPHITHEATER - PLAN

THIRD LEVEL -

A4

KEY PLAN

MATCH LINE

A14

A11

A7

A8

A9

REINSTALL.

OPENING DURING CONSTRUCTION. REPAINT AND

REMOVE AND SALVAGE ACCESS PANEL. PROTECT08-01

OPENINGS08

08-01

A17

A17

A17

A17

A17

A17

A17

2A

TYP

A

TYP

CONTACT FROM WORK ACTIVITIES OF ANY KIND.

ROOF SYSTEM AND PREVENT ANY LOADING OR

ON THE AMPHITHEATER ROOF. PROTECT THE METAL

PLACE NO LOADS ON OR CONDUCT ANY WORK ACTIVITIES 3.

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

ADDITIONAL DOOR SCOPE.

AND FRAMES. REFER TO DOOR SCHEDULE FOR

FRAMES ARE TO BE REPLACED WITH NEW DOORS

EXISTING NUMBERED EXTERIOR DOORS AND 1.

B L

D G

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

FIN 1W

FIN 2W

FIN 3W

FIN 4W

FIN 5W

FIN 6W

FIN 7W

IR

.D

MATCH LINE

DN

Al Da Sa La Ob Ra"±

5'-6

46'-4 "±

49'-7 "±

49'-4 46'-11"±

123'-10

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A5

1 LOWER ROOF - MAIN BLDG - PLAN

SCALE A

SCALE A

SHEET NOTES

E26E27

DW

AK

JW

141423

MAIN BLDG - PLAN

LOWER ROOF -

A5

B L

D G

64°

KEY PLAN

A13

A15

A12

A10

MATCH LINE

OPEN

TO

BELOW

A16

A16

SLOPE

SLOPE

SLOPE

SLOPE

S L

O P

E

SLOPE

SLOPE

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

ADDITIONAL DOOR SCOPE.

AND FRAMES. REFER TO DOOR SCHEDULE FOR

FRAMES ARE TO BE REPLACED WITH NEW DOORS

EXISTING NUMBERED EXTERIOR DOORS AND 1.

S L

O P

E

S L

O P

E

S L

O P

E S

L O

P E

RD

RD

RD

RD

RD

RD

RD

A16

A16

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

F

.D

MATCH LINE

Al Da Sa La Ob Ra

46'-4 "±

104'-6 "±

46'-9

123'-10

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A6

1 UPPER ROOF - MAIN BLDG - PLAN

SCALE A

SCALE A

SHEET NOTES

E28

E29

E30

DW

AK

JW

141423

MAIN BLDG - PLAN

UPPER ROOF -

A6

B L

D G

64°

KEY PLAN

A13

A15

A12

A10

MATCH LINE

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

ADDITIONAL DOOR SCOPE.

AND FRAMES. REFER TO DOOR SCHEDULE FOR

FRAMES ARE TO BE REPLACED WITH NEW DOORS

EXISTING NUMBERED EXTERIOR DOORS AND 1.

RD RDRD RD RD RD

RD RD

SCREEN WALL

S C

U P

P E

R

S C

U P

P E

R

LOWER ROOF BELOWLOWER ROOF BELOW

A16

RETURNING SCREENS

TYPICAL AT 4

THIS ROOF

10 5 0 10 20

1/10"=1'-0" SCALE OF FEET

.D

Z A J S

J 7 834

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A7

1 NORTH - AMPHITHEATER - ELEVATION

SCALE A

KEYNOTES LEGEND

SHEET NOTES

AFTER WOOD BATTENS ARE REPLACED. USE SS ANCHORS.

SALVAGE ANTENNA SUPPORTS. REPAINT AND REINSTALL05-02

METALS05

EXISTING A/V FRAME TO REMAIN.02-25

EXISTING UPPER LEVEL HORIZONTAL CLADDING TO REMAIN.02-07

EXISTING COLUMN TO REMAIN. 02-06

EXISTING METAL CLADDING TO REMAIN.02-05

EXISTING WOOD SOFFIT TO REMAIN.02-04

EXISTING SPEAKER BOX TO REMAIN. 02-03

EXISTING RAILING TO REMAIN.02-02

EXISTING ROOF TO REMAIN.02-01

EXISTING CONDITIONS02

06-01

:TYP

06-03

02-01

02-03

: TYP OF 14

06-04

02-02

02-04

02-05

06-05

02-06

02-07

DW

AK

JW

141423

- ELEVATION

NORTH - AMPHITHEATER

A7

TOP OF PARAPET

EL. ±427'-0"

GRAVEL STOP

TOP OF PARAPET

EL. ±415'-8"

TOP OF RAMP

EL. ±333'-0"

TOP OF CONCRETE

FINISHED WALKWAY

EL. VARIES

EL. ±359'-0"

BATTEN SILL

BOTTOM OF

EL. ±405'-0"

REMAIN UNDISTURBED AND FUNCTIONAL AT ALL TIMES.

EXISTING LIGHTNING PROTECTION SYSTEMS TO6.

REFER TO PLANS FOR ELEVATION INDICATORS.5.

REFER TO THE MEP DRAWINGS FOR MEP SCOPE.4.

SPACING, AND ALIGNMENT. PROFILES,

APPEARANCE TO EXISTING PIECE SIZES,IN SUCH

AND ALIGNMENT IN THE FIELD. MATCH NEW WORK

VERIFY EXISTING PIECE SIZES, PROFILES, SPACING,

GRAPHICALLY DEPICT WOOD PIECE BY PIECE.

PATTERNS INDICATING CLADDING SCOPE DO NOT 3.

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

WINDOW SCHEDULE FOR ADDITIONAL WINDOW SCOPE.

TO BE REPLACED WITH NEW WINDOWS. REFER TO

EXISTING NUMBERED EXTERIOR WINDOWS ARE1.

05-02

PROVIDE DOUGLAS FIR 1X6 SIDING ON FACE AND UNDERSIDE OF SOFFIT.06-05

PROVIDE DOUGLAS FIR 1X6 VERTICAL T&G SIDING ON THREE SIDES OF FIN.

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING ON ONE SIDE OF FIN.06-04

PROVIDE DOUGLAS FIR VERTICAL BATTENS.06-03

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP CLADDING.06-01

WOODS/PLASTICS/COMPOSITES06

02-25

PHASING: ALL WORK THIS SHEET IN PHASE I.

NORTH FACADE BEYOND

REFER TO SHEET A10 FOR

FACADE

A8 FOR ANGLED

REFER TO SHEET

FACADE

A9 FOR ANGLED

REFER TO SHEET

COPPER

SCALE OF FEET

48 0 8 16

1/8" = 1'-0"

SCALE A

A29

A29

A24

ROOF EDGE

TOP OF

E

V .D

W

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A8

1 NORTHEAST - AMPHITHEATER - ELEVATION

SCALE A

SCALE OF FEET

48 0 8 16

KEYNOTES

LEGEND

SHEET NOTES

VERTICAL T&G SIDING ON THREE SIDES OF FIN.

ON ONE SIDE OF FIN. PROVIDE DOUGLAS FIR 1X6

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING 06-04

PROVIDE DOUGLAS FIR VERTICAL BATTENS.06-03

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING.06-01

WOODS/PLASTICS/COMPOSITES06

EXISTING A/V FRAME TO REMAIN.02-25

REMAIN.

EXISTING UPPER LEVEL HORIZONTAL CLADDING TO 02-07

EXISTING COLUMN TO REMAIN. 02-06

EXISTING WOOD SOFFIT TO REMAIN.02-04

EXISTING SPEAKER BOX TO REMAIN. 02-03

EXISTING RAILING TO REMAIN.02-02

AK

JW

141423

ELEVATION

AMPHITHEATER -

NORTHEAST -

A8

TOP OF RAMP

EL. ±333'-0"

TOP OF CONCRETE

FINISHED WALKWAY

EL. VARIES

TOP OF ROOF EDGE

EL. ±359'-0"

UNDISTURBED AND FUNCTIONAL AT ALL TIMES.

EXISTING LIGHTNING PROTECTION SYSTEMS TO REMAIN 6.

REFER TO PLANS FOR ELEVATION INDICATORS.5.

REFER TO THE MEP DRAWINGS FOR MEP SCOPE.4.

PROFILES,SPACING, AND ALIGNMENT.

IN SUCH APPEARANCE TO EXISTING PIECE SIZES,

AND ALIGNMENT IN THE FIELD. MATCH NEW WORK

VERIFY EXISTING PIECE SIZES, PROFILES, SPACING,

GRAPHICALLY DEPICT WOOD PIECE BY PIECE.

PATTERNS INDICATING CLADDING SCOPE DO NOT 3.

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

WINDOW SCHEDULE FOR ADDITIONAL WINDOW SCOPE.

TO BE REPLACED WITH NEW WINDOWS. REFER TO

E24

COPPER

1/8" = 1'-0"

SCALE A

A24

A27

A29

A32

E

V .D

W G

A24

7 8

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A9

1 NORTHWEST - AMPHITHEATER - ELEVATION

SCALE A

SCALE OF FEET

48 0 8 16

KEYNOTES

VERTICAL T&G SIDING ON THREE SIDES OF FIN.

ON ONE SIDE OF FIN. PROVIDE DOUGLAS FIR 1X6

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING 06-04

PROVIDE DOUGLAS FIR VERTICAL BATTENS.06-03

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING.06-01

WOODS/PLASTICS/COMPOSITES06

EXISTING A/V FRAME TO REMAIN.02-25

REMAIN.

EXISTING UPPER LEVEL HORIZONTAL CLADDING TO 02-07

EXISTING COLUMN TO REMAIN. 02-06

EXISTING WOOD SOFFIT TO REMAIN.02-04

EXISTING SPEAKER BOX TO REMAIN. 02-03

EXISTING RAILING TO REMAIN.02-02

AK

JW

141423

ELEVATION

AMPHITHEATER -

NORTHWEST -

A9

TOP OF RAMP

EL. ±333'-0"

TOP OF CONCRETE

FINISHED WALKWAY

EL. VARIES

TOP OF ROOF EDGE

EL. ±359'-0"

EXISTING LIGHTNING PROTECTION SYSTEMS TO REMAIN 6.

REFER TO PLANS FOR ELEVATION INDICATORS.5.

REFER TO THE MEP DRAWINGS FOR MEP SCOPE.4.

PROFILES,SPACING, AND ALIGNMENT.

IN SUCH APPEARANCE TO EXISTING PIECE SIZES,

AND ALIGNMENT IN THE FIELD. MATCH NEW WORK

VERIFY EXISTING PIECE SIZES, PROFILES, SPACING,

GRAPHICALLY DEPICT WOOD PIECE BY PIECE.

PATTERNS INDICATING CLADDING SCOPE DO NOT 3.

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

WINDOW SCHEDULE FOR ADDITIONAL WINDOW SCOPE.

TO BE REPLACED WITH NEW WINDOWS. REFER TO

E25

COPPER

1/8" = 1'-0"

SCALE A

A24

A27

A29

A32

E

V .D

W G

A24

O.H.

Z A J S

T UY

±24'-3" 50'-4 1/2"± 50'-4 1/2"±

1'-10"± ±1'-10"

±24'-6 1/8" ±24'-3"

±24'-6 1/8"

1'-6 3/4"±

1'-6 3/4"

Z A J S

T UY

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A10

1 NORTH - MAIN BLDG - ELEVATION

SCALE A

SCALE OF FEET

48 0 8 16

KEYNOTES

UNDERSIDE OF SOFFIT.

PROVIDE DOUGLAS FIR 1X6 SIDING ON FACE AND 06-05

PROVIDE DOUGLAS FIR VERTICAL BATTENS.06-03

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING. 06-01

WOODS/PLASTICS/COMPOSITES06

OSHA GUARDRAIL.

PROVIDE ENGINEERED GALVANIZED AND PAINTED05-03

ANTENNA REMOVAL BY OTHERS.

AND REINSTALL AFTER WOOD BATTENS REPLACED.

REMOVE AND SALVAGE ANTENNA SUPPORTS. REPAINT05-02

METALS05

EXISTING METAL CLADDING TO REMAIN.02-05

02-05

06-03:TYP

AK

JW

141423

ELEVATION

NORTH - MAIN BLDG -

A10

TOP OF PARAPET

EL. ±427'-0"

GRAVEL STOP

TOP OF PARAPET

EL. ±415'-8"

BATTEN SILL

BOTTOM OF

EL. ±405'-0"

TOP OF PLATE

EL. ±392'-0"

TOP OF PARAPET

EL. ±339'-0"

ORCHESTRA PIT

EL. ±293'-0"

UNDISTURBED AND FUNCTIONAL AT ALL TIMES.

EXISTING LIGHTNING PROTECTION SYSTEMS TO REMAIN 6.

REFER TO PLANS FOR ELEVATION INDICATORS.5.

REFER TO THE MEP DRAWINGS FOR MEP SCOPE.4.

PROFILES,SPACING, AND ALIGNMENT.

IN SUCH APPEARANCE TO EXISTING PIECE SIZES,

AND ALIGNMENT IN THE FIELD. MATCH NEW WORK

VERIFY EXISTING PIECE SIZES, PROFILES, SPACING,

GRAPHICALLY DEPICT WOOD PIECE BY PIECE.

PATTERNS INDICATING CLADDING SCOPE DO NOT 3.

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

WINDOW SCHEDULE FOR ADDITIONAL WINDOW SCOPE.

TO BE REPLACED WITH NEW WINDOWS. REFER TO

NOT SHOWN FOR CLARITY

INTERIOR OF AMPHITHEATER

E22 E14

05-03

1/8" = 1'-0"

SCALE A

A25

A25

A20

A25

A29

A32

A32

A29

A27

A21

A21

A20

A32

A32

A27

A27

A

E

V .D

W G

A27

A21

A27

A27

LOUNGE BEYOND

MUSICIANS

EL. ±289'-0"

E1

L

COLUMN

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

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FINAL CONSTRUCTION DOCUMENTS

SUB:

A11

1 EAST - AMPHITHEATER - ELEVATION

SCALE A

SCALE OF FEET

48 0 8 16

KEYNOTES

AND TOP AND BOTTOM RAILS.

PROVIDE DOUGLAS FIR RAILING, INCLUDING BALUSTERS, 06-07

OF WALKWAY.

ON UNDERSIDEPROVIDE 1X6 DOUGLAS FIR SIDING 06-06

THREE SIDES OF FIN.

SIDE OF FIN. PROVIDE VERTICAL SIDING ON ON ONE

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING06-04

PROVIDE DOUGLAS FIR VERTICAL BATTENS.06-03

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING.06-01

WOODS/PLASTICS/COMPOSITES06

EXISTING STRUCTURE TO REMAIN.02-08

EXISTING RAILING TO REMAIN.02-02

06-06

06-07

02-08

AK

JW

141423

ELEVATION

EAST - AMPHITHEATER -

A11

TOP OF RAMP

EL. ±333'-0"

TOP OF ROOF EDGE

EL. ±359'-0"

A11

2 WALKWAY RAILING SCOPE

EAST - AMPHITHEATER

EXISTING LIGHTNING PROTECTION SYSTEMS TO REMAIN 6.

REFER TO PLANS FOR ELEVATION INDICATORS.5.

REFER TO THE MEP DRAWINGS FOR MEP SCOPE.4.

PROFILES,SPACING, AND ALIGNMENT.

IN SUCH APPEARANCE TO EXISTING PIECE SIZES,

AND ALIGNMENT IN THE FIELD. MATCH NEW WORK

VERIFY EXISTING PIECE SIZES, PROFILES, SPACING,

GRAPHICALLY DEPICT WOOD PIECE BY PIECE.

PATTERNS INDICATING CLADDING SCOPE DO NOT 3.

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

WINDOW SCHEDULE FOR ADDITIONAL WINDOW SCOPE.

TO BE REPLACED WITH NEW WINDOWS. REFER TO

EXISTING NUMBERED EXTERIOR WINDOWS ARE1.

FACADE AND NORTH IN PHASE I.

PHASING: ALL WORK AT LINE 9 PHASE I

FACADE

A8 FOR ANGLED

REFER TO SHEET

A17 FOR FINS

REFER TO SHEET

R E

F

E

N T

IN

U A

T

IO

N

COPPER

1/8" = 1'-0"

SCALE A

SCALE -

A20

A25

A11

A

E

V .D

W G

A29

A27

EL. ±427'-0"

TOP OF PARAPET

9865432

11011131517

±15'-8 1/4" 25'-4"± ±18'-2" ±18'-2" ±18'-2"

±20'-10 7/8" ±14'-10" ±"

11'-6

3'-10

11'-6

14'-1

4'-0

±2'-8 3/4"

±1'-7 3/4"

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

E R

T O

C A

D

W O

T R

F

IN

A R

C H

QEA

WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

A12

1 EAST - MAIN BLDG - ELEVATION

SCALE A

SCALE OF FEET

48 0 8 16

KEYNOTES

DOORS.ROLL-UP

PROVIDE DOUGLAS FIR 1X6 SHIPLAP SIDING ON 06-08

UNDERSIDE OF SOFFIT.

PROVIDE DOUGLAS FIR 1X6 SIDING ON FACE AND 06-05

PROVIDE DOUGLAS FIR VERTICAL BATTENS.06-03

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING.06-01

WOODS/PLASTICS/COMPOSITES06

ANTENNA REMOVAL BY OTHERS.

AND REINSTALL AFTER WOOD BATTENS ARE REPLACED.

REMOVE AND SALVAGE ANTENNA SUPPORTS. REPAINT05-02

METALS05

EXISTING OVERHANG TO REMAIN.02-10

EXISTING COPING TO REMAIN.02-09

EXISTING RAILING TO REMAIN.02-02

02-09

02-10

06-08

AK

JW

141423

MAIN BLDG - ELEVATION

EAST -

A12

TOP OF PURLINS

EL. ±354'-7"

MAIN BLDG

UPPER LEVEL

EL. ±302'-0"

UNDISTURBED AND FUNCTIONAL AT ALL TIMES.

EXISTING LIGHTNING PROTECTION SYSTEMS TO REMAIN 6.

REFER TO PLANS FOR ELEVATION INDICATORS.5.

REFER TO THE MEP DRAWINGS FOR MEP SCOPE.4.

PROFILES,SPACING, AND ALIGNMENT.

IN SUCH APPEARANCE TO EXISTING PIECE SIZES,

AND ALIGNMENT IN THE FIELD. MATCH NEW WORK

VERIFY EXISTING PIECE SIZES, PROFILES, SPACING,

GRAPHICALLY DEPICT WOOD PIECE BY PIECE.

PATTERNS INDICATING CLADDING SCOPE DO NOT 3.

MATCH EXISTING ADJACENT MATERIALS AND FINISHES.

ACCOMMODATE NEW WORK. PROVIDE PATCHING TO

SELECTIVELY DEMOLISH EXISTING CONSTRUCTION TO 2.

WINDOW SCHEDULE FOR ADDITIONAL WINDOW SCOPE.

TO BE REPLACED WITH NEW WINDOWS. REFER TO

E18

E19 E21

E7

E9

E11 E12 E10 E13E6

R E

F

E

N T

IN

U A

T

IO

N

COPPERCOPPER COPPER

1/8" = 1'-0"

SCALE A

A27

A27

A27

A27

A27

A27

A20

A22

2-5

A22

A25

A25

A21

A20

A20

A21

A21

5 A21

A20

A27

A

E

V .D

W G

SIM.

A26

E01 E02

TYP.

E23

TOP OF PARAPET

EL. ±427'-0" A32

A32

EL. ±289'-0"

MAIN BLDG

LOWER LEVEL

ZAJS

TU Y

1'-10"±

±24'-3"

±24'-6 1/8"

1'-6 3/4"±

50'-4 1/2"± 50'-4 1/2"± ±24'-3" ±1'-10"

±1'-6 3/4"

±24'-6 1/8"

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

T O

C A

D

W O

T R

F

IN

A R

C H

QEA

WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

S02S01

S03

S06S05

A13

1 SOUTH - MAIN BLDG - ELEVATION

SCALE A

SCALE OF FEET

48 0 8 16

KEYNOTES

LEGEND

S04

PROVIDE DOUGLAS FIR TRIM.06-10

ON FACE OF CABLE CHASE.

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING 06-09

AND UNDERSIDE OF SOFFIT.

PROVIDE DOUGLAS FIR 1X6 SIDING ON FACE06-05

PROVIDE DOUGLAS FIR VERTICAL BATTEN.06-03

PROVIDE DOUGLAS FIR 1X6 HORIZONTAL SHIPLAP SIDING.06-01

WOODS/PLASTICS/COMPOSITES06

GUARDRAIL.

PROVIDE ENGINEERED GALVANIZED AND PAINTED OSHA05-03

ANTENNA REMOVAL BY OTHERS.

AND REINSTALL AFTER WOOD BATTENS REPLACED.

REMOVE AND SALVAGE ANTENNA SUPPORTS. REPAINT05-02

METALS05

EXISTING SHED TO REMAIN.02-11

EXISTING OVERHANG TO REMAIN.02-10

EXISTING COPING TO REMAIN.02-09

EXISTING RAILING TO REMAIN.02-02

06-09

02-11

02-11

06-10

06-10

AK

JW

141423

MAIN BLDG - ELEVATION

SOUTH -

A13

TOP OF PARAPET

EL. ±427'-0"

TOP OF PURLINS

EL. ±354'-7"

TOP OF DOORS

EL. ±332'-0"

MAIN BLDG

UPPER LEVEL

EL. ±302'-0"

MAIN BLDG

LOWER LEVEL

REFER TO SHEET NOTES ON SHEET A12.1.

E5

E20

COPPER

COPPER

COPPER

COPPER COPPER

1/8" = 1'-0"

SCALE A

A20

A21

A21

A21

A25

A26

A26

A20

A22

A21

A20

A20

A27

A27

A27

A27

A29

A29

A27

A32

A32

A

E

V .D

W G

A26

A21

A21

A27

EL. 289'-0"

A21

A21

COLUMN

WOLF TRAP NATIONAL PARK FOR THE PERFORMING ARTS

RENOVATE EXTERIOR SHELL OF FILENE CENTER

SUB SHEET NOA/E FIRM

PRIME:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

DATE:

DESIGNED:

TECH. REVIEW:

VHB

WILLIAMSBURG, VA

11/26/2019

WOTR-146606

V E

M B

T O

C A

D

W O

T R

F

IN

A R

C H

QEA

WASHINGTON, DC

FINAL CONSTRUCTION DOCUMENTS

SUB:

A14

1 WEST - AMPHITHEATER - ELEVATION

SCALE A

KEYNOTES

AND TOP AND BOTTOM RAILS.

PROVIDE DOUGLAS FIR RAILING, INCLUDING BALUSTERS, 06-07

OF WALKWAY.

PROVIDE DOUGLAS FIR 1X6 SIDING ON UNDERSIDE 06-06

VERTICAL T&G SIDING ON THREE SIDES OF FIN.

O…

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