B08_WOTR_146606_Solit - Solit Attach 02 - Drawings.pdf
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- Attached to
- WOTR 146606 - Renovate Exterior Shell
- Solicitation number
- 140P2020R0049
About this file
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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Text version
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
V E
M B
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T O
C A
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W O
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F
IN
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QEA
WASHINGTON, DC
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
M B
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T O
C A
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W O
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F
IN
A R
C H
QEA
WASHINGTON, DC
FINAL CONSTRUCTION DOCUMENTS
SUB:
DW
AK
JW
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
C A
D
W O
T R
F
IN
A R
C H
QEA
WASHINGTON, DC
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
E R
T O
C A
D
W O
T R
F
IN
A R
C H
QEA
WASHINGTON, DC
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
W O
T R
F
IN
A R
C H
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
A R
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
A R
C H
QEA
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
C A
D
W O
T R
F
IN
A R
C H
QEA
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
E R
T O
C A
D
W O
T R
F
IN
A R
C H
QEA
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
V E
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F
IN
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C H
QEA
WASHINGTON, DC
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
V E
M B
E R
T O
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D
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F
IN
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QEA
WASHINGTON, DC
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
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:
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
V E
M B
E R
T O
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IN
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WASHINGTON, DC
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
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:
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
V E
M B
T O
C A
D
W O
T R
F
IN
A R
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QEA
WASHINGTON, DC
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
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:
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
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:
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
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:
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
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:
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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