Drawings - Cheever Construction

advertisement
Concordia University - Nebraska
Weller Hall Interior Improvements
Phase 3
Architecture
Landscape Architecture
Engineering
Interiors
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
800 N. Columbia Ave.
Seward, Nebraska
TCEP Project No.: 530-021-15
INDEX OF DRAWINGS
GENERAL
G0.0
Cover Sheet
G0.1
Standard Symbols & Abbreviations, Wall Type Schedule
G0.2
Code Compliance & General Notes
ARCHITECTURAL
A0.01
Lower Level Demo Plan
A0.02
Main Level Demo Plan
A0.03
Upper Level Demo Plan
A1.00
Lower Level Floor Plan
A1.01
Main Level Floor Plan
A1.02
Upper Level Floor Plan &
A4.01
Wall Sections - TO BE ISSUED BY ADDENDUM
A6.00
Interior Elevations
A6.01
Door Schedule, Door Types, Frame Types & Details
A6.02
Details
A6.03
Details
A6.04
Details
A6.05
Details - TO BE ISSUED BY ADDENDUM
ISSUED 04/01/2016
SHEET HISTORY:
AS PER CONSTRUCTION DOCUMENTS
North Columbia Avenue
April 1 , 2016
?
#
?- #
Bluff Road
INTERIOR FINISHES
F1.00
Lower Level Finish Plan, Finish Schedule & Finish Materials List
F1.01
Main Level Finish Plan, Finish Schedule & Finish Materials List
F1.02
Upper Level Finish Plan, Finish Schedule & Finish Materials List
ELECTRICAL
E0.00
Electrical Symbols Legend; One Line Diagrams
E1.01
Basement Power & Auxiliary Systems Plan
E1.02
First Floor Power & Auxiliary Systems Plan
E1.03
Second Floor Power & Auxiliary Systems Plan
Lincoln Street
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
Vicinity Map
NOT TO SCALE
TCEP No.: 530-021-15
April 1, 2016
Cover Sheet
Index of Drawings
ARCHITECT
(COORDINATING PROFESSIONAL)
ELECTRICAL ENGINEER
G0.00
MATERIALS SYMBOLS
REFERENCE SYMBOLS
STANDARD ABBREVIATIONS
DETAIL OR SECTION NUMBER
SHEET ON WHICH IT IS FOUND
9
Architecture
Landscape Architecture
Engineering
Interiors
DETAIL REFERENCE NUMBER
www.clarkenersen.com
SECTION REFERENCE
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
DETAIL REFERENCE
Kansas City, Missouri
ELEVATION REFERENCE
CROSS SECTION REFERENCE
CORRIDOR
015
ROOM IDENTIFIER
001
DOOR/OPENING IDENTIFIER
WINDOW/OPENING IDENTIFIER
LOUVER/OPENING IDENTIFIER
No.
GRID LINE
FIN. FLR.
EL: 100'-0"
[30,480]
ELEVATION REFERENCE
WALL TYPE REFERENCE
MATCH LINE
DEMOLITION INDICATOR
REVISION INDICATOR
?
#
?- #
ISSUED 04/01/2016
SHEET HISTORY:
AS PER CONSTRUCTION DOCUMENTS
WALL TYPE SCHEDULE
TAG
DESCRIPTION
SIZE
FIRE
RATING
6"
--
1A
6" 16ga STEEL STUD FRAMING @ 16" O.C. (BEARING WALL FOR 10" STEEL JOISTS AT FRONT OF
EXISTING STAGE ). BRACE AS REQUIRED.
1B
6" 16ga STEEL STUD FRAMING @ 16" O.C. 3/4" FIRE RETARDANT TREATED PLYWOOD
6 3/4"
--
1C
6" 16ga STEEL STUD FRAMING @ 16" O.C. W/ 3/4" FIRE RETARDANT TREATED PLYWOOD & 1/2"
PLASTIC LAMINATE CLAD MDF PANELS.
7 1/4"
--
1D
6" 16ga STEEL STUD FRAMING @ 16" O.C. (BEARING WALL FOR 10" STEEL JOISTS AT FRONT OF
7 1/4"
STAGE EXTENSION ) W/ 6" TALL BAND OF 3/4" FIRE RETARDANT TREATED PLYWOOD AS
SUBSTRATE FOR RADIUSED 1/2" PLASTIC LAMINATE CLAD MDF PANELS (KERF PLYWOOD &
MDF PANELS AS REQUIRED TO ACHIEVE RADIUS) SEE DETAILS
--
6" 16ga STEEL STUD FRAMING @ 16" O.C. (FACE PANEL WALL AT FRONT OF STAGE
EXTENSION ) 3/4" FIRE RETARDANT TREATED PLYWOOD AS SUBSTRATE FOR RADIUSED 1/2"
PLASTIC LAMINATE CLAD MDF PANELS (KERF PLYWOOD & MDF PANELS AS REQUIRED TO
ACHIEVE RADIUS) PROVIDE 2" ALUMINUM "Z" CLIPS @ 24" O.C. @ TOP AND BOTTOM OF
PLASTIC LAMINATE PANELS TO ALLOW FOR NO FASTENERS TO BE SEEN.SEE DETAILS
--
1E
7 1/4"
VISUAL REPRESENTATION
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
2A
35 8" STEEL STUD FRAMING (PARTIAL HEIGHT) @ 16" O.C. W/ 1- LAYER 1 2" PLYWOOD EACH SIDE
(PT. BLACK TO MATCH ADJACENT EAST WALL OF STAGE)- EXTEND ASSEMBLY FROM FINISHED
FLOOR TO STORAGE POCKET LID @ 5'-0".
4 5/8"
--
2B
35 8" STEEL STUD FRAMING (PARTIAL HEIGHT) @ 16" O.C. W/ 1- LAYER 5 8" TYPE 'X' GPDW EA.
SIDE - EXTEND ASSEMBLY FROM FINISHED FLOOR TO 104'-0" (4'-0" ABOVE MAIN LEVEL FINISH
FLOOR
4 7/8"
--
2C
35 8" 16ga. STEEL STUD FRAMING @ 16" O.C. W/ 1- LAYER 1 2" CEMENTITIOUS BACKER BOARD ON
TAG SIDE - EXTEND ASSEMBLY FROM SILL OF PROJECTED OPENING TO HEAD OF PROJECTED 4 1/8"
OPENING. APPLY THIN SET AND WALL TILE AS PER SPEC.
--
2D
35 8" 16ga STEEL STUD FRAMING @ 16" O.C. (BRACING WALL FRAMING @ PROJECTED WALL
OPENINGS / NEW PUNCHED OPENINGS). BRACE AS REQUIRED.
3 5/8"
April 1, 2016
--
WALL TYPE NOTES:
1. ALL WALL FRAMING WHICH EXTENDS ABOVE FINISH CEILING & NOT EXTENDED TO STRUCTURE ABOVE / NOT ATTACHED TO MASONRY SHALL BE BRACED AT 4'-0" O.C.
2. ALL STEEL STUDS ARE 25ga. UNLESS NOTED OTHERWISE OR REQ'D BY CODE TO BE HEAVIER.
3. REFER TO ROOM FINISH SCHEDULE FOR FINISHES AND SPECIAL INSTRUCTIONS.
4. ALL WALL/GENERAL PLAN DIMENSIONS ARE TO FACE OF GPDW, TYP.
5. WHERE INDICATED TO GO TO STRUCTURE, WALL ASSEMBLIES SHALL BE SEALED TO THE STRUCTURAL FRAMING/DECK TO PROVIDE AN AIR TIGHT/ACOUSTICAL SEAL FROM BOTH SIDES. PROVIDE
INSULATION AT SPACES BETWEEN STUD TRACK AND STRUCTURE, FIT/SHAPE DRYWALL TO ANY IRREGULARITIES INCLUDING DECK, TO A MAXIMUM 1 2" GAP, AND SEAL TO ALL SURFACES W/ SEALANT
PER SPECIFICATION.
6. PROVIDE DEEP LEG SLIP TRACK @ T.O. ALL INTERIOR WALLS/ STUDS EXTENDING TO STRUCTURE, TO ALLOW FOR DEFLECTION OF STRUCTURE (NOT REQUIRED @ EXTERIOR WALL FURRING).
7. PROVIDE BLOCKING AS REQUIRED IN GPDW/PLASTER CLAD WALL ASSEMBLIES (NEW OR EXISTING) AT ATTACHMENT LOCATIONS OF LIGHT SUPPORT PIPES.
Standard Symbols
and Abbreviations,
Wall Type Schedule
G0.01
EXISTING
STAGE FINISHED FLOOR
100'-0"
UP
2009 INTERNATIONAL BUILDING CODE & LOCAL AMENDMENTS (2009)
2000 UNIFORM PLUMBING CODE & LOCAL AMENDMENTS (2009)
2009 MECHANICAL CODE AMENDMENTS
2009 FUEL GAS CODE AMENDMENTS
2011 NATIONAL ELECTRICAL CODE
BUILDING CODES:
UP
FINISHED FLOOR
FRONT OF CHAPEL
96'-6"
ACCESSIBILITY
STANDARDS:
2010 AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN
LIFE SAFETY CODE:
2009 INTERNATIONAL FIRE CODE
2000 LIFE SAFETY CODE 101
FIRE PREVENTION CODE AMENDMENTS
FIRE SUPPRESSION CODE AMENDMENTS
OCCUPANCY TYPES:
SEE TABLE BELOW
CONSTRUCTION TYPES:
SEE TABLE BELOW
FIRE SPRINKLER SYSTEM:
ADMINISTRATION BUILDING IS FULLY SPRINKLED / AUDITORIUM BUILDING IS NOT SPRINKLED
FIRE ALARM SYSTEM:
MANUAL FCI FIRE ALARM SYSTEM FOR ADMINISTRATION BUILDING
UP
UP
UP
DN
DN
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
EACH CONTRACTOR SHALL INVESTIGATE, VERIFY, AND COORDINATE EXISTING CONDITIONS WITH NEW WORK AND NEW DIMENSIONS OF THE PROJECT
PERTAINING TO THEIR PORTION OF THE WORK AND CONFIRM SUCH TO BE APPROPRIATE AND COMPATIBLE WITH NEW CONSTRUCTION. CONTRACTOR SHALL
NOTIFY THE ARCHITECT OF ANY DISCREPANCY FOR CLARIFICATION OR ABOUT ANY CONDITION REQUIRING MODIFICATION OR CHANGE BEFORE PROCEEDING
WITH THE WORK.
2.
ALL FINISH COLORS, TEXTURE, AND PATTERNS TO BE SELECTED BY THE ARCHITECT AND APPROVED PRIOR TO INSTALLATION.
3.
DIMENSIONS NOTED ARE TO FINISHED FACE OF ASSEMBLY UNLESS OTHERWISE NOTED. GENERALLY, MASONRY, STD. STEEL PIPE, AND LUMBER ARE INDICATED
AS NOMINAL DIMENSIONS.
4.
ANY PIPE OR CONDUIT PENETRATION THRU EXTERIOR CONSTRUCTION SHALL BE SEALED AT BOTH SIDES FOR A WATERTIGHT CONDITION.
5.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED ON THIS SHEET.
6.
HIERARCHY FOR CONFLICTS SHALL BE SMALLER SCALE DRAWINGS, LARGER SCALE DRAWINGS, SPECIFICATIONS. NOTIFY ARCHITECT IN WRITING OF ANY
PERCEIVED CONFLICTS BEFORE COMMENCING WITH THE WORK.
7.
WATERPROOFING AND SEALANT INSTALLERS TO VERIFY IN WRITING COMPATABILITY OF RESPECTIVE PRODUCTS TO BE INSTALLED WITH ADJACENT PRODUCTS.
8.
CONTRACTOR IS RESPONSIBLE FOR INVENTORY OF ALL ITEMS FOR OWNER'S REUSE PRIOR TO DEMOLITION. CONTRACTOR TO SCHEDULE SITE WALK/VISIT W/OWNER.
9.
EXISTING ORGAN AND ORGAN PIPES TO BE PROTECTED FOR DURATION OF CONSTRUCTION, GC WILL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY CONSTRUCTION
OPERATIONS AND FOR CLEANING IF ORGAN CONSOLE AND PIPES ARE NOT KEPT CLEAN / & ARE NOT PROPERLY SEALED OFF FROM AREA OF CONSTRUCTION.
UP
UP
UP
DN
UP
DN
DN
UP
DN
UP
UP
www.clarkenersen.com
1.
SHOWCASE
SHOWCASE
SHOWCASE
SHOWCASE
DN
Architecture
Landscape Architecture
Engineering
Interiors
UP
CODE ITEM
BASEMENT FLOOR PLAN
LOWER LEVEL CODE COMPLIANCE PLAN
SCALE: NTS
ZONING:
MAIN LEVEL CODE COMPLIANCE PLAN
1A.) OCCUPANCY CLASSIFICATION:
IBC
REQUIREMENTS
ACTUAL
U/MC - UNIVERSITY MIXED USE
U/MC - UNIVERSITY MIXED USE
?
#
?- #
ISSUED 04/01/2016
SHEET HISTORY:
AS PER CONSTRUCTION DOCUMENTS
B/A-3
B/A-3
SCALE: NTS
1B.) CONSTRUCTION TYPE:
IBC
NFPA 101
TYPE II - B : EXISTING NON-SEPARATED -FULLY SPRINKLED - PROTECTED BUILDING
2A.) ALLOWABLE BUILDING HEIGHT:
IBC 2006 : TABLE 503
2 STORY (55 FEET)
3A.) ALLOWABLE BUILDING AREA:
IBC 2006 : AS PER 506.1, 506.2 & 506.3
BASE AREA: 9,500 SQ. FT. (A-3)
INITIAL
9,500 SQ.FT.
3B.) TOTAL BUILDING SQUARE FOOTAGE:
TOTAL EXISTING
FIRE RESISTIVE REQUIREMENTS:
IBC 2009 : AS PER TABLE 601 & TABLE 602
EXT. BEARING WALLS
INT. BEARING WALLS
EXT. NON-BEARING WALLS
STRUCTURAL FRAME
PARTITIONS - PERMANENT
SHAFT ENCLOSURES ( 707.4 & 707.7)
FLOORS / CEILINGS
ROOFS
UNPROTECTED EXT. OPENINGS (704.8.1)
STAIRWAYS (AS PER 1005.3.2)
STANDPIPE REQUIREMENTS
ABBREVIATIONS
0
N/A
SQ.FT.
HR.
2 STORY (NO CHANGE)
WITH INCREASES
15,010 SQ.FT.
EXISTING BUILDING
NO CHANGE OF EXISTING BUILDING SQUARE FOOTAGE UNDER THIS PROJECT/PERMIT
16,337 SQ.FT. (NO CHANGE)
0
0
0
0
0 / 1 HR WHERE REQ'D BY CODE
60 MIN. DOORS
0
0
UNLIMITED (DIST. > 30')
1 HR
0
N/A (THERE ARE NO NEW OR ALTERED INTERIOR BEARING WALLS AS PART OF THIS PROJECT)
0
0
0
NOT FULLY ENCLOSED / ISOLATED WITH RATED DOORS (SUBSEQUENT PHASE WILL ENCLOSE/RATE)
0
0
NO
NO
NOT ENCLOSED RATED (SUBSEQUENT PHASE WILL ENCLOSE)
NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE
NOT APPLICABLE
SQUARE FEET
HOUR
SECTION 506.1. GENERAL AREA MODIFICATIONS.
A=A +
A t If
100
+
A t Is
9,500 +
100
(9,500)(58)
100
(9,500)(0)
100
5,510
0
= 15,010 SQ.FT.
A a = ALLOWABLE AREA PER FLOOR (SQUARE FEET)
A t = TABULAR AREA PER FLOOR IN ACCORDANCE WITH TABLE 503 (SQUARE FEET) = 9,500 SQ.FT.
I f = AREA INCREASE DUE TO FRONTAGE (PERCENT) AS CALCULATED IN ACCORDANCE WITH SECTION 506.2 = 58%
I s = AREA INCREASE DUE TO SPRINKLER PROTECTION (PERCENT) AS CALCULATED IN ACCORDANCE WITH SECTION 506.3 = 0% (BUILDING NOT FULLY SPRINKLED)
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
SECTION 506.2 FRONTAGE INCREASE.
I f= 100
F
P
- 0.25
W
30
I = 100
662.667 FT.
800.5 FT.
- 0.25
30
30
TCEP No.: 530-021-15
= 58
F = BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING 20 FT. OPEN MINIMUM WIDTH = 662.667 FT.
April 1, 2016
P = PERIMETER OF ENTIRE BUILDING = 800.5 FT.
W = MINIMUM WIDTH OF PUBLIC WAY OR OPEN SPACE = 30 FT.
REQUIRED OCCUPANCY SEPARATIONS:
NONE REQUIRED PER TABLE 508.4
SECOND FLOOR PLAN
UPPER LEVEL CODE COMPLIANCE PLAN
SCALE: NTS
FIRE PROTECTION SYSTEMS (CHAPTER 9)
1. AN AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 902.1 SHALL BE PROVIDED THROUGHOUT.
-FIRE SPRINKLER SYSTEM EXISTS IN CHEMISTRY 200
-FIRE SPRINKLER SYSTEM EXISTS IN WEIGHT ROOM 171, WILL NEED TO BE RELOCATED BENEATH ISOLATED GPDW SUSPENDED CEILING / ABOVE APC-1 CEILING
2. A FIRE ALARM SYSTEM IS REQUIRED AND WILL BE INSTALLED AS SET FORTH IN THE INTERNATIONAL FIRE CODE.
EGRESS REQUIREMENTS (CHAPTER 10):
1. MINIMUM EGRESS WIDTH REQUIRED FOR AUDITORIUM / CHAPEL 102 IS 64.4" (322 OCCUPANTS @ .2" PER OCCUPANT / ) 184" OF EXIT WIDTH IS PROVIDED
1. MINIMUM EGRESS WIDTH REQUIRED FOR AUDITORIUM / CHAPEL BALCONY 203 IS 41.8" (209 OCCUPANTS @ .2" PER OCCUPANT / ) 68" OF EXIT WIDTH IS PROVIDED
3. MINIMUM NOMINAL EXIT DOOR SIZE IS 3'-0" WIDE BY 7'-0" TALL
4. MAXIMUM EXIT ACCESS TRAVEL DISTANCE ALLOWED IS 200 FEET (TABLE 1016.1).
SEE CODE COMPLIANCE PLANS
PROVIDE NEW CLOSER HARDWARE ON EXISTING DOOR
EXISTING 38"X32" TRANSFER WALL GRILLE TO BE REMOVED AND CMU WALL OPENING IN-FILLED WITH BLOCK TO MATCH
ADJACENT CMU WALL, PT. TO MATCH ADJACENT WALL FINISH; PROVIDE NEW WALL OPENING WITH FIRE/SMOKE DAMPER
AS NOTED; DAMPER TO BE WIRED TO FIRE ALARM PANEL
REMOVE FLOOR MOUNTED DOOR HOLD-OPEN HARDWARE
COMPONENTS TO ALLOW DOOR CLOSERS TO FUNCTION
Code
Compliance
& General Notes
G0.02
KEY NOTE DEMOLITION ITEMS
TO PREPARE FOR INSTALLATION OF ALF-1; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 5'-8" A.F.F. TO 17'-0" A.F.F OF NORTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR
CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-1)
Architecture
Landscape Architecture
Engineering
Interiors
TO PREPARE FOR INSTALLATION OF ALF-1; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 6'-0" A.F.F. TO 14'-0" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-1)
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
TO PREPARE FOR INSTALLATION OF ALF-2; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 13'-0" A.F.F. TO 24'-0" A.F.F OF NORTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR
CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.(ALTERNATE A-2)
Kansas City, Missouri
TO PREPARE FOR INSTALLATION OF ALF-2; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 16'-0" A.F.F. TO 22'-0" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-2)
TO PREPARE FOR INSTALLATION OF ALF-3; REMOVE PLASTER / FURRING WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL
"EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY. HEADER OFF EXISTING WALL ASSEMBLY
AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS
REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-3)
TO PREPARE FOR INSTALLATION OF ALF-3; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-3)
TO PREPARE FOR INSTALLATION OF ALF-4; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 5'-8" A.F.F. TO 21'-0" A.F.F OF SOUTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING. PATCH AND PREPARE
ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-4)
2d
2d
UP
UP
TO PREPARE FOR INSTALLATION OF ALF-4; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 6'-0" A.F.F. TO 18'-0" A.F.F OF SOUTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-4)
UP
2d
TO PREPARE FOR INSTALLATION OF ALF-5; REMOVE PLASTER / FURRING WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL
"EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY. HEADER OFF EXISTING WALL ASSEMBLY
AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW
CONSTRUCTION. (ALTERNATE A-5)
REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY ADJACENT TO DEMO'D "CROOKED DOOR" AS REQUIRED TO ALLOW FOR INSTALLATION OF NEW FRY-REGLET
MINIMALIST ALUMINUM DOOR FRAME & FLUSH SLAB SOLID CORE WOOD DOOR. NEW DOOR FRAME IS TO BE INSTALLED PLUMB (OPPOSED TO PARALLEL TO THE RAKED
FLOOR LIKE DEMO'D DOOR). HEADER GPDW / PLASTER / STUD WALL ASSEMBLY AS REQUIRED AT NEW DOOR FRAME. INFILL WALL FRAMING & GPDW AS REQUIRED FOR
FLUSH INSTALL OF NEW DOOR FRAME PATCH EXISTING/ REMAINING WALLS AT INTERSECTION OF WALL BEING REMOVED AND PREPARE ADJACENT SURFACES AS
REQUIRED FOR NEW CONSTRUCTION.
SHOWCASE
SHOWCASE
TO PREPARE FOR INSTALLATION OF ALF-5; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-5)
?
#
?- #
REMOVE EXISTING "CROOKED" DOOR & WOOD FRAME IN ITS ENTIRETY. PREPARE ADJACENT SURFACES / ROUGH OPENING AS REQUIRED FOR INSTALLATION OF NEW
NEW FRY-REGLET MINIMALIST ALUMINUM DOOR FRAME & FLUSH SLAB SOLID CORE WOOD DOOR..
SHEET HISTORY:
ISSUED 04/01/2016
REMOVE AND PRESERVE EXISTING PAIR OF WOOD DOORS THAT ACT AS COVER TO STAINED GLASS WINDOW TO ALLOW FOR INSTALLATION OF BUILT-UP STAGE FLOOR
ASSEMBLY, SALVAGE AND REINSTALL AT HIGHER ELEVATION UPON INSTALLATION OF BUILT-UP STAGE FLOOR ASSEMBLY. OPERATION TO REMAIN THE SAME UPON
REINSTALLATION
AS PER CONSTRUCTION DOCUMENTS
REMOVE AND PRESERVE EXISTING FIRE RATED SOLID CORE WOOD DOOR & FIRE RATED HOLLOW METAL FRAME TO ALLOW FOR INSTALLATION OF BUILT-UP STAGE
FLOOR ASSEMBLY. SALVAGE AND REINSTALL AT NEW FINISH FLOOR ELEVATION OF BUILT-UP STAGE FLOOR ASSEMBLY. MODIFY HEIGHT OF DOOR AND FRAME AS
REQUIRED / IF NECESSARY FOR INSTALLATION BELOW EXISTING CONCRETE PLATFORM ABOVE.
REMOVE FLOOR MOUNTED DOOR HOLD-OPEN HARDWARE COMPONENTS TO ALLOW DOOR CLOSER TO FUNCTION
REMOVE ALL THEATER DRAPERIES / DRAPERY RIGGING IN THEIR ENTIRETY, PRESERVE AND PROVIDE TO OWNER; PREPARE FOR INSTALLATION OF NEW DRAPERY
RIGGING & DRAPES; SEE FINISH SHEETS / SPECS.
EXISTING AUDITORIUM SEATING (MAIN FLOOR AND BALCONY) WILL BE REMOVED UNDER SEPARATE CONTRACT BY OWNER. GC SHALL PATCH & REPAIR ALL ANCHOR
LOCATIONS IN SLAB, CRACKS, ETC. & PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW FLOORING (EPOXY & TILE CARPETING).
REMOVE EXISTING TEMPORARY STAGE EXTENSION / FRAMING, PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
SHOWCASE
SHOWCASE
REMOVE EXISTING 38"x32" THROUGH WALL TRANSFER GRILLE; CMU WALL OPENING IN-FILLED WITH BLOCK TO MATCH ADJACENT CMU WALL, PT. TO MATCH ADJACENT
WALL FINISH; PROVIDE NEW WALL OPENING WITH FIRE/SMOKE DAMPER AS NOTED; DAMPER TO BE WIRED TO FIRE ALARM PANEL
REMOVE EXISTING STEEL STAIR; VERIFY SALVAGE WITH OWNER PRIOR TO DEMOLITION.
REMOVE EXISTING STAGE LEFT AND STAGE RIGHT WOOD STAIRS STEEL RAILINGS, PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
REMOVE EXISTING STEEL SPIRAL STAIR/RAILING & CENTER SUPPORT PIPE COLUMN. UPON DEMOLITION PROVIDE CONTINUOUS 2x8 LEDGER BOARD AT PERIMETER OF
C.I.P. CONC. FLOOR OPENING WITH NEW 3/4" PLYWOOD INFILL OF OPENING. LEDGER TO BE RECESSED 3 4" SO T.O. PLYWOOD IS LEVEL WITH T.O. SLAB. PROVIDE 2X8
FLOOR FRAMING @ 16" O.C. MAX. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
REMOVE EXISTING STEEL GUARDRAIL IN ITS ENTIRETY TO SURFACE OF EXISTING STEEL CHANNEL @ T.O. WALL (CHANNEL TO REMAIN). GRIND GUARD RAIL CONNECTIONS
AT POSTS SMOOTH & FLUSH W/ FACE OF CHANNEL, PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION INSTALLATION OF NEW ALUMINUM BASE
SHOE / NEW GLASS GUARD RAIL ASSEMBLY.
DN
REMOVE EXISTING PLASTER CEILING SYSTEM & PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION / INSTALLATION OF NEW RECESSED MOTORIZED
PROJECTION SCREEN. MOUNT SCREEN PER MFR. SPECIFICATIONS. COORDINATE SIZE OF CEILING DEMOLITION WITH SCREEN SPECS. / REQUIREMENTS. LOCATE AS PER
DIMENSIONS. PATCH & REPAIR PLASTER CEILING @ RECESSED SCREEN UPON COMPLETION OF INSTALLATION
REMOVE EXISTING RETURN AIR GRILLE @ FRONT WALL OF EXISTING STAGE
PROVIDE CORE-DRILL OPENING / CUT-OUT THROUGH EXISTING FLOOR FOR NEW CONDUIT SYSTEM AS DIMENSIONED ON PLAN, SEE A1.01). SIZE OF CORE-DRILLING TO BE
COORDINATED WITH REQUIREMENTS OF ELECTRICAL CONDUIT (SEE ELECTRICAL). VERIFY FLOOR STRUCTURE LOCATION PRIOR TO CUTTING OPENING.
UP
UP
UP
REMOVE EXISTING RESILIENT BASE THROUGHOUT ENTIRE CHAPEL & CHAPEL ENTRY VESTIBULE, PREPARE ADJACENT SURFACES AS REQUIRED FOR INSTALLATION OF
NEW RESILIENT BASE FOLLOWING INSTALLATION OF NEW FLOORING FINISHES.
SCOPE OF WORK KEYPLAN
UP
3b
800 N. Columbia Ave.
Seward, Nebraska
GENERAL DEMOLITION NOTE ITEMS
1.
THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS PRIOR TO DEMOLITION. ANY DEVIATIONS IN THE EXISTING
CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT/ENGINEER AND OWNER IN ORDER TO MODIFY THE PLANS ACCORDINGLY.
2.
THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING WEATHER TIGHT CONSTRUCTION.THE EXISTING BUILDING SHALL BE PROTECTED FROM WEATHER AT ALL TIMES.
OPENINGS AND PENETRATIONS SHALL BE PROTECTED WITH DURABLE, INSULATED TEMPORARY CONSTRUCTION. COORDINATE SECURITY REQUIREMENTS WITH THE OWNER.
3.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ITEMS NOT BEING REMOVED FROM PROJECT AREA. ANY DAMAGE THAT MAY OCCUR
FROM WORK UNDER THIS CONTRACT SHALL BE RESTORED TO ITS ORIGINAL CONDITION.
4.
THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IF DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING
BUILDING BEFORE PROCEEDING.
5.
THE GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK BETWEEN ALL TRADES. AREAS OF WORK SHALL BE KEPT CLEAN AND SAFE. DISPOSE OF DEBRIS
DAILY AND CLEAN AREAS OR WORK UPON COMPLETION.
6.
THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION PERIOD. GENERAL CONTRACTOR SHALL MINIMIZE DISTURBANCE TO BUILDING OCCUPANTS AND FUNCTIONS.
GENERAL CONTRACTOR TO COORDINATE WITH OWNER SO THAT CONSTRUCTION WILL NOT INTERFERE WITH BUILDING OPERATION AND SECURITY REQUIREMENTS.
7.
ALL WORK TO BE COORDINATED WITH THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION OF ALL WORK WITH THE OWNER.
8.
OWNER HAS RIGHT TO CLAIM ANY MATERIALS AND/OR EQUIPMENT THAT IS SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.
3b
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
TCEP No.: 530-021-15
April 1, 2016
LOWER LEVEL DEMO PLAN
SCALE: 1/8"=1'-0"
GENERAL CONSTRUCTION PREPARATION NOTES
1.
CARPETING TO BE INSTALLED AS AN OVERLAY OVER EXISTING FLOOR TILE. PRIOR TO INSTALLATION OF CARPET, SURVEY EXISTING FLOOR TILE TO ENSURE SOUND
SUBSTRATE CONDITION. LOOSE TILE SHALL BE REMOVED AND VOID GROUTED FLUSH WITH ADJACENT TILE OR SECURED IN PLACE PRIOR TO INSTALLATION OF CARPET.
SEE SPEC AND MANUFACTURERS RECOMMENDATION FOR INSTALLATION.
2.
GENERAL CONTRACTOR IS TO ENCLOSE, COVER AND PROTECT EXISTING KUHN ORGAN CONSOLE AND ALL PIPES IN THEIR ENTIRETY FOR THE DURATION OF DEMOLITION AND CONSTRUCTION.
Lower Level Demo Plan
A0.01
KEY NOTE DEMOLITION ITEMS
TO PREPARE FOR INSTALLATION OF ALF-1; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 5'-8" A.F.F. TO 17'-0" A.F.F OF NORTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR
CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-1)
Architecture
Landscape Architecture
Engineering
Interiors
TO PREPARE FOR INSTALLATION OF ALF-1; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 6'-0" A.F.F. TO 14'-0" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-1)
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
TO PREPARE FOR INSTALLATION OF ALF-2; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 13'-0" A.F.F. TO 24'-0" A.F.F OF NORTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR
CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.(ALTERNATE A-2)
Kansas City, Missouri
TO PREPARE FOR INSTALLATION OF ALF-2; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 16'-0" A.F.F. TO 22'-0" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-2)
3e
TO PREPARE FOR INSTALLATION OF ALF-3; REMOVE PLASTER / FURRING WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL
"EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY. HEADER OFF EXISTING WALL ASSEMBLY
AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS
REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-3)
2b
EXISTING
STAGE FINISHED FLOOR
100'-0"
3a
TO PREPARE FOR INSTALLATION OF ALF-3; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-3)
3a
3g
UP
2c
TO PREPARE FOR INSTALLATION OF ALF-4; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 5'-8" A.F.F. TO 21'-0" A.F.F OF SOUTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING. PATCH AND PREPARE
ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-4)
3a
3a
TO PREPARE FOR INSTALLATION OF ALF-4; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 6'-0" A.F.F. TO 18'-0" A.F.F OF SOUTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-4)
3k
DN
TO PREPARE FOR INSTALLATION OF ALF-5; REMOVE PLASTER / FURRING WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL
"EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY. HEADER OFF EXISTING WALL ASSEMBLY
AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW
CONSTRUCTION. (ALTERNATE A-5)
2c
FINISHED FLOOR
3k
FRONT OF CHAPEL
96'-6"
UP
UP
UP
3f
3d
3f
3d
UP
DN
3e
REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY ADJACENT TO DEMO'D "CROOKED DOOR" AS REQUIRED TO ALLOW FOR INSTALLATION OF NEW FRY-REGLET
MINIMALIST ALUMINUM DOOR FRAME & FLUSH SLAB SOLID CORE WOOD DOOR. NEW DOOR FRAME IS TO BE INSTALLED PLUMB (OPPOSED TO PARALLEL TO THE RAKED
FLOOR LIKE DEMO'D DOOR). HEADER GPDW / PLASTER / STUD WALL ASSEMBLY AS REQUIRED AT NEW DOOR FRAME. INFILL WALL FRAMING & GPDW AS REQUIRED FOR
FLUSH INSTALL OF NEW DOOR FRAME PATCH EXISTING/ REMAINING WALLS AT INTERSECTION OF WALL BEING REMOVED AND PREPARE ADJACENT SURFACES AS
REQUIRED FOR NEW CONSTRUCTION.
1m
AS PER CONSTRUCTION DOCUMENTS
3'-0"
1h
3c
1'-0"
REMOVE FLOOR MOUNTED DOOR HOLD-OPEN HARDWARE COMPONENTS TO ALLOW DOOR CLOSER TO FUNCTION
ISSUED 04/01/2016
7'-4"
7'-4"
3'-0"
3'-4"
REMOVE AND PRESERVE EXISTING FIRE RATED SOLID CORE WOOD DOOR & FIRE RATED HOLLOW METAL FRAME TO ALLOW FOR INSTALLATION OF BUILT-UP STAGE
FLOOR ASSEMBLY. SALVAGE AND REINSTALL AT NEW FINISH FLOOR ELEVATION OF BUILT-UP STAGE FLOOR ASSEMBLY. MODIFY HEIGHT OF DOOR AND FRAME AS
REQUIRED / IF NECESSARY FOR INSTALLATION BELOW EXISTING CONCRETE PLATFORM ABOVE.
1b
SHEET HISTORY:
3'-4"
1g
REMOVE AND PRESERVE EXISTING PAIR OF WOOD DOORS THAT ACT AS COVER TO STAINED GLASS WINDOW TO ALLOW FOR INSTALLATION OF BUILT-UP STAGE FLOOR
ASSEMBLY, SALVAGE AND REINSTALL AT HIGHER ELEVATION UPON INSTALLATION OF BUILT-UP STAGE FLOOR ASSEMBLY. OPERATION TO REMAIN THE SAME UPON
REINSTALLATION
?
#
?- #
1'-0"
17'-0"
2a
3'-4"
REMOVE EXISTING "CROOKED" DOOR & WOOD FRAME IN ITS ENTIRETY. PREPARE ADJACENT SURFACES / ROUGH OPENING AS REQUIRED FOR INSTALLATION OF NEW
NEW FRY-REGLET MINIMALIST ALUMINUM DOOR FRAME & FLUSH SLAB SOLID CORE WOOD DOOR..
14'-0"
TO PREPARE FOR INSTALLATION OF ALF-5; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-5)
1a
REMOVE ALL THEATER DRAPERIES / DRAPERY RIGGING IN THEIR ENTIRETY, PRESERVE AND PROVIDE TO OWNER; PREPARE FOR INSTALLATION OF NEW DRAPERY
RIGGING & DRAPES; SEE FINISH SHEETS / SPECS.
REMOVE EXISTING 38"x32" THROUGH WALL TRANSFER GRILLE; CMU WALL OPENING IN-FILLED WITH BLOCK TO MATCH ADJACENT CMU WALL, PT. TO MATCH ADJACENT
WALL FINISH; PROVIDE NEW WALL OPENING WITH FIRE/SMOKE DAMPER AS NOTED; DAMPER TO BE WIRED TO FIRE ALARM PANEL
EXISTING AUDITORIUM SEATING (MAIN FLOOR AND BALCONY) WILL BE REMOVED UNDER SEPARATE CONTRACT BY OWNER. GC SHALL PATCH & REPAIR ALL ANCHOR
LOCATIONS IN SLAB, CRACKS, ETC. & PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW FLOORING (EPOXY & TILE CARPETING).
4a
REMOVE EXISTING TEMPORARY STAGE EXTENSION / FRAMING, PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
4b
REMOVE EXISTING STEEL STAIR; VERIFY SALVAGE WITH OWNER PRIOR TO DEMOLITION.
REMOVE EXISTING STAGE LEFT AND STAGE RIGHT WOOD STAIRS STEEL RAILINGS, PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
REMOVE EXISTING STEEL SPIRAL STAIR/RAILING & CENTER SUPPORT PIPE COLUMN. UPON DEMOLITION PROVIDE CONTINUOUS 2x8 LEDGER BOARD AT PERIMETER OF
C.I.P. CONC. FLOOR OPENING WITH NEW 3/4" PLYWOOD INFILL OF OPENING. LEDGER TO BE RECESSED 3 4" SO T.O. PLYWOOD IS LEVEL WITH T.O. SLAB. PROVIDE 2X8
FLOOR FRAMING @ 16" O.C. MAX. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
4b
REMOVE EXISTING STEEL GUARDRAIL IN ITS ENTIRETY TO SURFACE OF EXISTING STEEL CHANNEL @ T.O. WALL (CHANNEL TO REMAIN). GRIND GUARD RAIL CONNECTIONS
AT POSTS SMOOTH & FLUSH W/ FACE OF CHANNEL, PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION INSTALLATION OF NEW ALUMINUM BASE
SHOE / NEW GLASS GUARD RAIL ASSEMBLY.
REMOVE EXISTING PLASTER CEILING SYSTEM & PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION / INSTALLATION OF NEW RECESSED MOTORIZED
PROJECTION SCREEN. MOUNT SCREEN PER MFR. SPECIFICATIONS. COORDINATE SIZE OF CEILING DEMOLITION WITH SCREEN SPECS. / REQUIREMENTS. LOCATE AS PER
DIMENSIONS. PATCH & REPAIR PLASTER CEILING @ RECESSED SCREEN UPON COMPLETION OF INSTALLATION
REMOVE EXISTING RETURN AIR GRILLE @ FRONT WALL OF EXISTING STAGE
UP
DN
DN
UP
REMOVE EXISTING RESILIENT BASE THROUGHOUT ENTIRE CHAPEL & CHAPEL ENTRY VESTIBULE, PREPARE ADJACENT SURFACES AS REQUIRED FOR INSTALLATION OF
NEW RESILIENT BASE FOLLOWING INSTALLATION OF NEW FLOORING FINISHES.
DN
DN
UP
PROVIDE CORE-DRILL OPENING / CUT-OUT THROUGH EXISTING FLOOR FOR NEW CONDUIT SYSTEM AS DIMENSIONED ON PLAN, SEE A1.01). SIZE OF CORE-DRILLING TO BE
COORDINATED WITH REQUIREMENTS OF ELECTRICAL CONDUIT (SEE ELECTRICAL). VERIFY FLOOR STRUCTURE LOCATION PRIOR TO CUTTING OPENING.
UP
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
GENERAL DEMOLITION NOTE ITEMS
1.
THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS PRIOR TO DEMOLITION. ANY DEVIATIONS IN THE EXISTING
CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT/ENGINEER AND OWNER IN ORDER TO MODIFY THE PLANS ACCORDINGLY.
2.
THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING WEATHER TIGHT CONSTRUCTION.THE EXISTING BUILDING SHALL BE PROTECTED FROM WEATHER AT ALL TIMES.
OPENINGS AND PENETRATIONS SHALL BE PROTECTED WITH DURABLE, INSULATED TEMPORARY CONSTRUCTION. COORDINATE SECURITY REQUIREMENTS WITH THE OWNER.
3.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ITEMS NOT BEING REMOVED FROM PROJECT AREA. ANY DAMAGE THAT MAY OCCUR
FROM WORK UNDER THIS CONTRACT SHALL BE RESTORED TO ITS ORIGINAL CONDITION.
4.
THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IF DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING
BUILDING BEFORE PROCEEDING.
5.
THE GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK BETWEEN ALL TRADES. AREAS OF WORK SHALL BE KEPT CLEAN AND SAFE. DISPOSE OF DEBRIS
DAILY AND CLEAN AREAS OR WORK UPON COMPLETION.
6.
THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION PERIOD. GENERAL CONTRACTOR SHALL MINIMIZE DISTURBANCE TO BUILDING OCCUPANTS AND FUNCTIONS.
GENERAL CONTRACTOR TO COORDINATE WITH OWNER SO THAT CONSTRUCTION WILL NOT INTERFERE WITH BUILDING OPERATION AND SECURITY REQUIREMENTS.
7.
ALL WORK TO BE COORDINATED WITH THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION OF ALL WORK WITH THE OWNER.
8.
OWNER HAS RIGHT TO CLAIM ANY MATERIALS AND/OR EQUIPMENT THAT IS SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.
TCEP No.: 530-021-15
April 1, 2016
MAIN LEVEL DEMO PLAN
SCALE: 1/8"=1'-0"
GENERAL CONSTRUCTION PREPARATION NOTES
1.
CARPETING TO BE INSTALLED AS AN OVERLAY OVER EXISTING FLOOR TILE. PRIOR TO INSTALLATION OF CARPET, SURVEY EXISTING FLOOR TILE TO ENSURE SOUND
SUBSTRATE CONDITION. LOOSE TILE SHALL BE REMOVED AND VOID GROUTED FLUSH WITH ADJACENT TILE OR SECURED IN PLACE PRIOR TO INSTALLATION OF CARPET.
SEE SPEC AND MANUFACTURERS RECOMMENDATION FOR INSTALLATION.
2.
GENERAL CONTRACTOR IS TO ENCLOSE, COVER AND PROTECT EXISTING KUHN ORGAN CONSOLE AND ALL PIPES IN THEIR ENTIRETY FOR THE DURATION OF DEMOLITION AND CONSTRUCTION.
Main Level Demo Plan
A0.02
KEY NOTE DEMOLITION ITEMS
TO PREPARE FOR INSTALLATION OF ALF-1; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 5'-8" A.F.F. TO 17'-0" A.F.F OF NORTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR
CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-1)
Architecture
Landscape Architecture
Engineering
Interiors
TO PREPARE FOR INSTALLATION OF ALF-1; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 6'-0" A.F.F. TO 14'-0" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-1)
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
TO PREPARE FOR INSTALLATION OF ALF-2; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 13'-0" A.F.F. TO 24'-0" A.F.F OF NORTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR
CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.(ALTERNATE A-2)
Kansas City, Missouri
TO PREPARE FOR INSTALLATION OF ALF-2; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 16'-0" A.F.F. TO 22'-0" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-2)
3e
TO PREPARE FOR INSTALLATION OF ALF-3; REMOVE PLASTER / FURRING WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL
"EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY. HEADER OFF EXISTING WALL ASSEMBLY
AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING BACK TO EXTERIOR CMU WALL. PATCH AND PREPARE ADJACENT SURFACES AS
REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-3)
3a
3a
TO PREPARE FOR INSTALLATION OF ALF-3; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-3)
DN
3g
TO PREPARE FOR INSTALLATION OF ALF-4; REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 5'-8" A.F.F. TO 21'-0" A.F.F OF SOUTH
CHAPEL "EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY / FLARED APERTURE FRAMING @
HEAD / JAMB & SILL . HEADER OFF EXISTING WALL ASSEMBLY AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING. PATCH AND PREPARE
ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION. (ALTERNATE A-4)
3a
TO PREPARE FOR INSTALLATION OF ALF-4; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 6'-0" A.F.F. TO 18'-0" A.F.F OF SOUTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-4)
3a
2'-0"
2'-6"
16'-0"
3j
TO PREPARE FOR INSTALLATION OF ALF-5; REMOVE PLASTER / FURRING WALL ASSEMBLY FOR WIDTH DIMENSIONED FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL
"EXIT" ELEVATION (BASE OF BRICK) OR AS REQUIRED FOR INSTALLATION OF NEW ALUMINUM STOREFRONT WINDOW ASSEMBLY. HEADER OFF EXISTING WALL ASSEMBLY
AS REQUIRED. BRACE EXISTING/REMINING WALL @ PERIMETER OF DEMO'D OPENING. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW
CONSTRUCTION. (ALTERNATE A-5)
TO PREPARE FOR INSTALLATION OF ALF-5; REMOVE EXISTING FACE BRICK VENEER & CMU WALL ASSEMBLY FOR A WIDTH OF 3'-4" (OPENING TO ALIGN WITH NEAREST
HEAD JOINT TO DIMENSIONED WIDTH) , FROM 20'-8" A.F.F. TO 26'-8" A.F.F OF NORTH CHAPEL "EXIT" ELEVATION (BASE OF BRICK). REMOVE ADDITIONAL BRICK & CONC.
MASONRY AS REQUIRED FOR INSTALLATION OF CAST STONE SILL & STEEL LINTEL @ HEAD. PROVIDE NEW STEEL LINTEL AT HEAD OF OPENING AS NOTED . INFILL BRICK
ON COMPLETION OF LINTEL INSTALL. SALVAGE BRICK DURING DEMO AS REQUIRED FOR USE IN SOLDIER COURSE HEADER OF NEW PUNCHED OPENING TO MATCH
ADJACENT PUNCHED OPENINGS, SALVAGE BRICK AS REQUIRED FOR TOOTHING IN AT PERIMETER OF OPENING PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED
FOR NEW CONSTRUCTION & INSTALLATION OF NEW ALUM. STOREFRONT FRAMING.(ALTERNATE A-5)
14'-0"
1h
8'-0"
1'-0"
1b
AS PER CONSTRUCTION DOCUMENTS
3'-4"
7'-4"
3'-0"
1a
SHEET HISTORY:
ISSUED 04/01/2016
1g
3'-4"
REMOVE AND PRESERVE EXISTING FIRE RATED SOLID CORE WOOD DOOR & FIRE RATED HOLLOW METAL FRAME TO ALLOW FOR INSTALLATION OF BUILT-UP STAGE
FLOOR ASSEMBLY. SALVAGE AND REINSTALL AT NEW FINISH FLOOR ELEVATION OF BUILT-UP STAGE FLOOR ASSEMBLY. MODIFY HEIGHT OF DOOR AND FRAME AS
REQUIRED / IF NECESSARY FOR INSTALLATION BELOW EXISTING CONCRETE PLATFORM ABOVE.
?
#
?- #
1'-0"
8'-0"
REMOVE AND PRESERVE EXISTING PAIR OF WOOD DOORS THAT ACT AS COVER TO STAINED GLASS WINDOW TO ALLOW FOR INSTALLATION OF BUILT-UP STAGE FLOOR
ASSEMBLY, SALVAGE AND REINSTALL AT HIGHER ELEVATION UPON INSTALLATION OF BUILT-UP STAGE FLOOR ASSEMBLY. OPERATION TO REMAIN THE SAME UPON
REINSTALLATION
3'-0"
1c
3'-0"
1d
5'-8"
REMOVE EXISTING "CROOKED" DOOR & WOOD FRAME IN ITS ENTIRETY. PREPARE ADJACENT SURFACES / ROUGH OPENING AS REQUIRED FOR INSTALLATION OF NEW
NEW FRY-REGLET MINIMALIST ALUMINUM DOOR FRAME & FLUSH SLAB SOLID CORE WOOD DOOR..
7'-4"
3'-4"
5'-8"
REMOVE GPDW / PLASTER / STUD WALL ASSEMBLY ADJACENT TO DEMO'D "CROOKED DOOR" AS REQUIRED TO ALLOW FOR INSTALLATION OF NEW FRY-REGLET
MINIMALIST ALUMINUM DOOR FRAME & FLUSH SLAB SOLID CORE WOOD DOOR. NEW DOOR FRAME IS TO BE INSTALLED PLUMB (OPPOSED TO PARALLEL TO THE RAKED
FLOOR LIKE DEMO'D DOOR). HEADER GPDW / PLASTER / STUD WALL ASSEMBLY AS REQUIRED AT NEW DOOR FRAME. INFILL WALL FRAMING & GPDW AS REQUIRED FOR
FLUSH INSTALL OF NEW DOOR FRAME PATCH EXISTING/ REMAINING WALLS AT INTERSECTION OF WALL BEING REMOVED AND PREPARE ADJACENT SURFACES AS
REQUIRED FOR NEW CONSTRUCTION.
8'-0"
REMOVE FLOOR MOUNTED DOOR HOLD-OPEN HARDWARE COMPONENTS TO ALLOW DOOR CLOSER TO FUNCTION
3h
1k
1f
1j
3'-4"
REMOVE EXISTING 38"x32" THROUGH WALL TRANSFER GRILLE; CMU WALL OPENING IN-FILLED WITH BLOCK TO MATCH ADJACENT CMU WALL, PT. TO MATCH ADJACENT
WALL FINISH; PROVIDE NEW WALL OPENING WITH FIRE/SMOKE DAMPER AS NOTED; DAMPER TO BE WIRED TO FIRE ALARM PANEL
1e
EXISTING AUDITORIUM SEATING (MAIN FLOOR AND BALCONY) WILL BE REMOVED UNDER SEPARATE CONTRACT BY OWNER. GC SHALL PATCH & REPAIR ALL ANCHOR
LOCATIONS IN SLAB, CRACKS, ETC. & PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW FLOORING (EPOXY & TILE CARPETING).
3'-4"
REMOVE ALL THEATER DRAPERIES / DRAPERY RIGGING IN THEIR ENTIRETY, PRESERVE AND PROVIDE TO OWNER; PREPARE FOR INSTALLATION OF NEW DRAPERY
RIGGING & DRAPES; SEE FINISH SHEETS / SPECS.
3c
REMOVE EXISTING TEMPORARY STAGE EXTENSION / FRAMING, PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
REMOVE EXISTING STEEL STAIR; VERIFY SALVAGE WITH OWNER PRIOR TO DEMOLITION.
REMOVE EXISTING STAGE LEFT AND STAGE RIGHT WOOD STAIRS STEEL RAILINGS, PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
REMOVE EXISTING STEEL SPIRAL STAIR/RAILING & CENTER SUPPORT PIPE COLUMN. UPON DEMOLITION PROVIDE CONTINUOUS 2x8 LEDGER BOARD AT PERIMETER OF
C.I.P. CONC. FLOOR OPENING WITH NEW 3/4" PLYWOOD INFILL OF OPENING. LEDGER TO BE RECESSED 3 4" SO T.O. PLYWOOD IS LEVEL WITH T.O. SLAB. PROVIDE 2X8
FLOOR FRAMING @ 16" O.C. MAX. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.
UP
REMOVE EXISTING STEEL GUARDRAIL IN ITS ENTIRETY TO SURFACE OF EXISTING STEEL CHANNEL @ T.O. WALL (CHANNEL TO REMAIN). GRIND GUARD RAIL CONNECTIONS
AT POSTS SMOOTH & FLUSH W/ FACE OF CHANNEL, PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION INSTALLATION OF NEW ALUMINUM BASE
SHOE / NEW GLASS GUARD RAIL ASSEMBLY.
REMOVE EXISTING PLASTER CEILING SYSTEM & PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION / INSTALLATION OF NEW RECESSED MOTORIZED
PROJECTION SCREEN. MOUNT SCREEN PER MFR. SPECIFICATIONS. COORDINATE SIZE OF CEILING DEMOLITION WITH SCREEN SPECS. / REQUIREMENTS. LOCATE AS PER
DIMENSIONS. PATCH & REPAIR PLASTER CEILING @ RECESSED SCREEN UPON COMPLETION OF INSTALLATION
REMOVE EXISTING RETURN AIR GRILLE @ FRONT WALL OF EXISTING STAGE
DN
DN
DN
REMOVE EXISTING RESILIENT BASE THROUGHOUT ENTIRE CHAPEL & CHAPEL ENTRY VESTIBULE, PREPARE ADJACENT SURFACES AS REQUIRED FOR INSTALLATION OF
NEW RESILIENT BASE FOLLOWING INSTALLATION OF NEW FLOORING FINISHES.
DN
PROVIDE CORE-DRILL OPENING / CUT-OUT THROUGH EXISTING FLOOR FOR NEW CONDUIT SYSTEM AS DIMENSIONED ON PLAN, SEE A1.01). SIZE OF CORE-DRILLING TO BE
COORDINATED WITH REQUIREMENTS OF ELECTRICAL CONDUIT (SEE ELECTRICAL). VERIFY FLOOR STRUCTURE LOCATION PRIOR TO CUTTING OPENING.
UP
SCOPE OF WORK KEYPLAN
800 N. Columbia Ave.
Seward, Nebraska
GENERAL DEMOLITION NOTE ITEMS
1.
THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS PRIOR TO DEMOLITION. ANY DEVIATIONS IN THE EXISTING
CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT/ENGINEER AND OWNER IN ORDER TO MODIFY THE PLANS ACCORDINGLY.
2.
THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING WEATHER TIGHT CONSTRUCTION.THE EXISTING BUILDING SHALL BE PROTECTED FROM WEATHER AT ALL TIMES.
OPENINGS AND PENETRATIONS SHALL BE PROTECTED WITH DURABLE, INSULATED TEMPORARY CONSTRUCTION. COORDINATE SECURITY REQUIREMENTS WITH THE OWNER.
3.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ITEMS NOT BEING REMOVED FROM PROJECT AREA. ANY DAMAGE THAT MAY OCCUR
FROM WORK UNDER THIS CONTRACT SHALL BE RESTORED TO ITS ORIGINAL CONDITION.
4.
THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IF DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING
BUILDING BEFORE PROCEEDING.
5.
THE GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK BETWEEN ALL TRADES. AREAS OF WORK SHALL BE KEPT CLEAN AND SAFE. DISPOSE OF DEBRIS
DAILY AND CLEAN AREAS OR WORK UPON COMPLETION.
6.
THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION PERIOD. GENERAL CONTRACTOR SHALL MINIMIZE DISTURBANCE TO BUILDING OCCUPANTS AND FUNCTIONS.
GENERAL CONTRACTOR TO COORDINATE WITH OWNER SO THAT CONSTRUCTION WILL NOT INTERFERE WITH BUILDING OPERATION AND SECURITY REQUIREMENTS.
7.
ALL WORK TO BE COORDINATED WITH THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION OF ALL WORK WITH THE OWNER.
8.
OWNER HAS RIGHT TO CLAIM ANY MATERIALS AND/OR EQUIPMENT THAT IS SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
TCEP No.: 530-021-15
April 1, 2016
UPPER LEVEL DEMO PLAN
SCALE: 1/8"=1'-0"
GENERAL CONSTRUCTION PREPARATION NOTES
1.
CARPETING TO BE INSTALLED AS AN OVERLAY OVER EXISTING FLOOR TILE. PRIOR TO INSTALLATION OF CARPET, SURVEY EXISTING FLOOR TILE TO ENSURE SOUND
SUBSTRATE CONDITION. LOOSE TILE SHALL BE REMOVED AND VOID GROUTED FLUSH WITH ADJACENT TILE OR SECURED IN PLACE PRIOR TO INSTALLATION OF CARPET.
SEE SPEC AND MANUFACTURERS RECOMMENDATION FOR INSTALLATION.
2.
GENERAL CONTRACTOR IS TO ENCLOSE, COVER AND PROTECT EXISTING KUHN ORGAN CONSOLE AND ALL PIPES IN THEIR ENTIRETY FOR THE DURATION OF DEMOLITION AND CONSTRUCTION.
Upper Level Demo Plan
A0.03
Architecture
Landscape Architecture
Engineering
Interiors
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
REMOVE FLOOR MOUNTED
DOOR HOLD-OPEN
HARDWARE COMPONENTS
TO ALLOW DOOR CLOSER
TO FUNCTION
008
011
REMOVE FLOOR MOUNTED
DOOR HOLD-OPEN
HARDWARE COMPONENTS
TO ALLOW DOOR CLOSER
TO FUNCTION
UP
UP
UP
015a
SHOWCASE
SHOWCASE
REMOVE FLOOR MOUNTED DOOR
HOLD-OPEN HARDWARE COMPONENTS
TO ALLOW DOOR CLOSER TO FUNCTION
?
#
?- #
SHEET HISTORY:
AS PER CONSTRUCTION DOCUMENTS
SHOWCASE
SHOWCASE
ISSUED 04/01/2016
DN
UP
UP
UP
SCOPE OF WORK KEYPLAN
03A
EXISTING 38"x32" TRANSFER WALL GRILLE TO BE REMOVED AND CMU WALL
OPENING IN-FILLED WITH BLOCK TO MATCH ADJACENT CMU WALL, PT. TO
MATCH ADJACENT WALL FINISH; PROVIDE NEW WALL OPENING WITH
FIRE/SMOKE DAMPER AS NOTED; DAMPER TO BE WIRED TO FIRE ALARM PANEL
M003
M009(PR)
M008
M007
M006
M005
M004
M002
M001
033B
UP
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
LOWER LEVEL FLOOR PLAN
SCALE: 1/8"=1'-0"
Lower Level Floor Plan
A1.00
PROVIDE NEW 24" WIDE STEEL SHIPS LADDER FROM
STAGE ELEVATION TO CONCRETE PLATFORM ABOVE;
REMOVE STEEL PIPE GUARDRAIL AT PLATFORM / T.O.
LADDER ABOVE AS REQUIRED. ATTACH AS PER MFR.
SPECIFICATIONS (BASIS OF DESIGN: FSINDUSTRIES
SHIPS LADDER 68 DEGREE INCLINE STANDARD
EXTENDED HANDRAIL SHIPS LADDER MODEL
SL2498-A; GREY ENAMEL, BLACK BAR GRATING
TREADS: 24" WIDE X 6" DEEP BLACK BAR GRATING
TREADS W/ WALK-THRU HANDRAIL)
LADDER TO ACCESS PLATFORM THAT IS 8'- 51 2"
ABOVE ORIGINAL STAGE FLOOR ELEVATION - GC TO
VERIFY HEIGHT REQUIRED PRIOR TO ORDER
NEW STAGE DRAPERIES: 3 LEGS STAGE
LEFT, 3 LEGS STAGE RIGHT, 1 BORDER @
EACH PAIR OF LEGS SEE FIRST FLOOR
FINISH PLAN FOR MORE INFORMATION
EXG. CONC. STAIR
3'-8": 4 TREADS @ 11" EA.
2'-11": 5 RISERS @ 7" EA TYP
1
S
S
H
SIM
DOWN
EQ.
EXISTING CONC. STAIR
CONSTRUCTION
UNDERSIDE OF LOFT
7'-4" A.F.F.
NEW BUILT-UP
STAGE FINISHED FLOOR
100'-2 5/8"
311
1133
264" "
EXISTING STEEL HAND
RAILS TO REMAIN
4"
R43'-6 3
1A 1B 1A
EXTERIOR STAIR ENLARGED PLAN
FINISHED FLOOR
FRONT OF CHAPEL
96'-6"
DN
UP
UP
5'-0"
EXG. WALL
CONSTRUCTION
1E
6'-71 8"
1A
PROVIDE CONT. LUMINESCENT NOSING STRIP AT TRANSITION TO EXISTING LANDING, RSN-3
NEW BUILT-UP
STAGE FINISHED FLOOR
100'-2 5/8"
FINISHED FLOOR AT EXISTING LANDING
100'-0"
UP
EQ.
FINISHED FLOOR AT EXISTING LANDING
96'-7"
1C
1C
1D
5'-0"
1E
DN
UP
5'-0"
EQ.
4'-0"
EXG. CONC. STAIR
CONSTRUCTION
1 1/2" NOMINAL SCHEDULE 40 STEEL PIPE
HANDRAIL (PT. ) TYP. FOR ENTIRE LENGTH
OF RAKED FLOOR, INSTALL AT 3'-0" A.F.F.
PROVIDE WALL BRACKET @ 4'-0" O.C. TYP.
& EACH SIDE WALL OF CHAPEL;PROVIDE
1'-0" HORIZONTAL EXTENSION AT T.O.
RAKED FLOOR AT TRANSITION TO LEVEL
FLOOR ELEVATION WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO NOMMA
FINISH LEVEL#2 OR BETTER, TYP. ALL
STEEL HANDRAILS ON PROJECT
CORE DRILL & GROUT SOLID 6"
MIN DEPTH TYP. PROVIDE
SEALANT @ STAIR SURFACE
17'-0"
1'-0"
PATCH, REPAIR & PERFORM SURFACE
PREP ON EXISTING PAINTED CONCRETE
FLOOR SLAB IN AREA OF CHAPEL SEATING
AS REQUIRED FOR INSTALLATION OF
EPOXY FLOORING
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016
AS PER CONSTRUCTION DOCUMENTS
3'-0"
3'-4"
3'-0"
2B
2B
1'-0"
HANDRAIL TO
RETURN TO
GUARDRAIL POST
3'-4"
11"
106
1'-0"
PRE-FINISHED ALUM. STOREFRONT
ASSEMBLY W/ 1" INSULATING
GLASS (BASIS OF DESIGN EFCO 433
TRIPLE SET (T) STOREFRONT
SYSTEM (OUTSIDE SET) OR
APPROVED EQUAL DURING
BIDDING PERIOD.) STOREFRONT
SYSTEM TO HAVE INTEGRAL CLIPS
FOR OWNER PROVIDED STAINED
GLASS PANELS, SEE FRAME TYPES
FOR GLAZING TYPES. PROVIDE
RECESSED MOTORIZED WINDOW
SHADE (WS-1) W/ BLACKOUT
SHADE FABRIC. & CONT.
INTEGRALSHADELOC CHANNELS A
EACH JAMB (ALTERNATE A-1)
1'-0"
1'-0"
14'-0"
1 1/2" NOMINAL SCHEDULE 40 STEEL PIPE
GUARDRAIL (GALV) (PT. ) TYP. @ EA. SIDE
OF BOTH NORTH & SOUTH STAIRS
PROVIDE RAIL @ 21" & 42" ABOVE STAIR /
WALK SURFACE; WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO NOMMA
FINISH LEVEL#2 OR BETTER
1 1/2" NOMINAL SCHEDULE 40 STEEL
PIPE HANDRAIL (GALV) (PT. ) TYP. @
EA. SIDE OF BOTH NORTH & SOUTH
STAIRS ; WELD ENTIRE ASSEMBLY &
GRIND SMOOTH TO NOMMA FINISH
LEVEL#2 OR BETTER
Kansas City, Missouri
EXISTING FIRE RATED DOOR AND FRAME TO BE REMOVED FOR INSTALALTION OF
NEW STAGE ASSEMBLY . RE-INSTALL DOOR / FRAME ASSEMBLY UPON INSTALATION
BUILT -UP STAGE
UP
1C
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
PROVIDE 1/2" PLYWOOD OVER GPDW FROM FINISHED FLOOR TO UNDERSIDE OF AMBO POCKET LID
2A
1A 1B 1A
1B
1D
1'-0"
SCALE: 1/4"=1'-0"
114 " 6
'-8"
1C
www.clarkenersen.com
PROVIDE LID TO AMBO STORAGE POCKET @ 5'-0" A.F.F. LID ASSEMBLY
TO BE 1/2" PLYWOOD ON 6" STEEL STUDS @ 16" O.C. PROVIDE 1 2"
PLYWOOD AT FACE OF STORAGE POCKET TO COVER STUD FRAMING
NEW GRAND DRAPE & VALANCE; SEE
FIRST FLOOR FINISH PLAN FOR
MORE INFORMATION
FINISHED FLOOR AT EXISTING LANDING
96'-7"
11"
NEW BORDER CURTAINS (3);
SEE FIRST FLOOR FINISH PLAN UNDERSIDE OF ORGAN LOFT
7'-4" A.F.F.
FOR MORE INFORMATION
NEW BUILT-UP
STAGE FINISHED FLOOR
100'-2 5/8"
Architecture
Landscape Architecture
Engineering
Interiors
PROVIDE NEW 24" WIDE STEEL SHIPS LADDER FROM STAGE ELEVATION TO CONCRETE
PLATFORM ABOVE; REMOVE STEEL PIPE GUARDRAIL AT PLATFORM / T.O. LADDER
ABOVE AS REQUIRED. ATTACH AS PER MFR. SPECIFICATIONS (BASIS OF DESIGN:
FSINDUSTRIES SHIPS LADDER 68 DEGREE INCLINE STANDARD EXTENDED HANDRAIL
SHIPS LADDER MODEL SL2498-A; GREY ENAMEL, BLACK BAR GRATING TREADS: 24"
WIDE x 6" DEEP BLACK BAR GRATING TREADS W/ WALK-THRU HANDRAIL)
LADDER TO ACCESS PLATFORM THAT IS 8'- 51 2" ABOVE ORIGINAL STAGE FLOOR
ELEVATION - GC TO VERIFY HEIGHT REQUIRED PRIOR TO ORDER
2'-0" 1'-0"
CONC. PLATFORM ABOVE
PROVIDE CONT. LUMINESCENT NOSING STRIP
AT TRANSITION TO EXISTING LANDING, RSN-3
FINISHED FLOOR AT EXISTING LANDING
100'-0"
1
EXISTING
STAGE FINISHED FLOOR
100'-0"
CONC. PLATFORM ABOVE
EXISTING FIRE RATED DOOR AND FRAME TO BE
REMOVED FOR INSTALALTION OF NEW STAGE
ASSEMBLY . RE-INSTALL DOOR / FRAME ASSEMBLY
UPON INSTALATION BUILT -UP STAGE
1'-0"
11"
59'-81 2"
NEW STAGE DRAPERIES: 1 REAR CURTAIN STAGE
LEFT, 1 REAR CURTAIN STAGE RIGHT; SEE FIRST
FLOOR FINISH PLAN FOR MORE INFORMATION
EQ
PROVIDE NEW STAGE FLOORING OVERLAY OVER EXG. STAGE FLOOR.
EXG. STAGE TO BE SECURED AND ANY LOOSE BOARDS TIGHTENED/SECURED PRIOR TO
STAGE OVERLAY INSTALLATION.
-OVERLAY ASSEMBLY - RESILIENT FLOORING (SHEET JOINTS SHALL ALIGN W/
PLYRON PANELS BELOW) OVER 3/4" TEMPERED PLYRON (HARDBOARD FACED
PLYWOOD PRODUCT) OVER 2X6 SLEEPERS; PROVIDE 3/8" NEOPRENE RUBBER PAD
ATTACHED TO SLEEPERS @ 12" O.C. AT ATTACHMENT TO EXG. FLOORING
3'-10"
EQ.
EQ
EQ.
4'-0" 45 8"
11"
HANDRAIL TO
RETURN TO
GUARDRAIL POST
EXISTING DOORS TO BE REMOVED AND HEIGHT MODIFIED TO
ACCOMMODATE FOR RAISED FLOOR ELEVATION DOOR SHALL MAINTAIN
SAME FUNCTIONALITY ON NEW FLOOR AS ON EXISTING STAGE FLOOR
2'-0" 1'-0"
11 2"
FINISHED FLOOR
@ EXISTING LANDING
96'-7"
EQ.
11'-21 4"
1 1/2" NOMINAL SCHEDULE 40 STEEL PIPE GUARDRAIL
(PT. ) TYP. @ EA. SIDE OF BOTH NORTH & SOUTH STAIRS
PROVIDE RAIL @ 21" & 42" ABOVE STAIR / WALK
SURFACE; WELD ENTIRE ASSEMBLY & GRIND SMOOTH
TO NOMMA FINISH LEVEL#2 OR BETTER
1 1/2" NOMINAL SCHEDULE 40 STEEL
PIPE HANDRAIL (PT. ) TYP. @ EA. SIDE
OF BOTH NORTH & SOUTH STAIRS ;
WELD ENTIRE ASSEMBLY & GRIND
SMOOTH TO NOMMA FINISH LEVEL#2
OR BETTER
NOTE:
NEW RIGGING TO BE PROVIDED FOR
ALL NEW STAGE DRAPERIES
PRE-FINISHED ALUM. STOREFRONT ASSEMBLY W/ 1" INSULATING GLASS (BASIS OF
DESIGN EFCO 433 TRIPLE SET (T) STOREFRONT SYSTEM (OUTSIDE SET) OR
APPROVED EQUAL DURING BIDDING PERIOD.) STOREFRONT SYSTEM TO HAVE
INTEGRAL CLIPS FOR OWNER PROVIDED STAINED GLASS PANELS, SEE FRAME
TYPES FOR GLAZING TYPES. PROVIDE RECESSED MOTORIZED WINDOW SHADE
(WS-1) W/ BLACKOUT SHADE FABRIC. & CONT. INTEGRALSHADELOC CHANNELS A
EACH JAMB (ALTERNATE A-4)
2B
NEW CHAPEL SEATING N.I.C; COORDINATE WITH OWNER
FOR OWNER PROVIDED INSTALL OF SEATING
FINISHED FLOOR
REAR OF CHAPEL
100'-0"
SOUNDBOOTH / ROLLING
SECURITY DOORS
2 EXT. STAIR GUARD / HANDRAIL
SCALE: 1/2"=1'-0"
1'-2"
EQ
EXISTING STONE BENCH
1 1/2" NOMINAL SCHEDULE 40
STEEL PIPE HANDRAIL (PT. )
TYP. @ EA. SIDE OF BOTH
STAIRS ; WELD ENTIRE
ASSEMBLY & GRIND SMOOTH
TO NOMMA FINISH LEVEL#2 OR
BETTER, EXT. @ T.O. RAIL TO
FOLLOW CIRCUMFERENCE OF
POST CAP (FIELD VERIFY)
UP
UP
EXISTING STONE
BENCH
1'-1"
TYP
DN
EXISTING WOOD
RAILING
11 2" 10" 11 2"
SIM
UP
1 2"
1'-1"
DN
8"
1
11 2" 10" 11 2"
EXISTING WOOD
NEWEL POST
DN
DN
EXISTING WOOD RAILING
UP
R7 5
EQ
5 8" 1
R7 1 2"
1 8"
R6
1'-2"
8"
11 2"
11 2"
EQ
11 2"
DOWN
EXG. STAIR
3'-6": 3 TREADS @ 11" EA.
2'-2": 4 RISERS @ 6 1/2" EA
RADIUSED WOOD RAIL
POST CAP
112 "
EQ
R6 1
SCOPE OF WORK KEYPLAN
CORE DRILL & GROUT
SOLID 6" MIN DEPTH TYP.
PROVIDE SEALANT @
STAIR SURFACE
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
3 LOBBY STAIR ENLARGED PLAN
SCALE: 1/4"=1'-0"
11 2"
TCEP No.: 530-021-15
11 2"
RADIUSED WOOD
RAIL POST CAP
1 1/2" NOMINAL SCHEDULE 40 STEEL
PIPE HANDRAIL (PT. ) TYP. @ EA. SIDE
OF BOTH STAIRS ; WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO
NOMMA FINISH LEVEL#2 OR BETTER,
EXT. @ T.O. RAIL TO FOLLOW
CIRCUMFERENCE OF POST CAP (FIELD
VERIFY)
EXISTING WOOD
RAILING
EXISTING STAIR
11 2"
1'-2"
April 1, 2016
EXISTING STONE BENCH (BEYOND)
EQ EQ
1'-2"
4 LOBBY STAIR HANDRAIL
CORE DRILL & GROUT SOLID 6" MIN
DEPTH TYP. PROVIDE SEALANT @
STAIR SURFACE
MAIN LEVEL FLOOR PLAN
SCALE: 1/8"=1'-0"
Main Level Floor Plan
SCALE: 1/2"=1'-0"
A1.01
1 1/2" NOMINAL SCHEDULE 40 STEEL PIPE HANDRAIL (PT. ) TYP. @ T.O. EXG. GUARD WALL.
T.O. RAIL TO BE 3'-0" ABOVE LEADING EDGE OF STAIR NOSINGS TYP. PROVIDE 1 1/2" NOMINAL
SCHEDULE 40 STEEL PIPE POSTS @ EVEN SPACING ALONG LENGTH OF WALL W/ 4" ROUND
BASEPLATE AT T.O. WALL / FLOOR W/ ANCHORS / EXP. ANCHORS AS REQD.; WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO NOMMA FINISH LEVEL#2 OR BETTER
3'-11 4"
11 2"
1-1/2" NOMINAL SCHEDULE 40 STEEL PIPE RETURN / BASE
PLATE @ EXG. WALL; PROVIDE ONE ATTACHMENT PIPE FOR
CONNECTION AT WALL AT EACH END OF 8'-0" LONG LIGHT
SUPPORT PIPE & AT CENTER , WELD ENTIRE ASSEMBLY &
GRIND SMOOTH TO NOMMA FINISH LEVEL#3 OR BETTER
PAINT TO MATCH WALL. PROVIDE BLOCKING / BRACING IN
EXISTING WALL AS REQUIRED
13'-23 4"
FIELD VERIFY ALL DIMENSIONS
BASEPLATE,
PT. TYP.
EQ.
EQ.
Architecture
Landscape Architecture
Engineering
Interiors
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
EQ.
BASEPLATE,
PT. TYP.
ALUMINUM
STOREFRONT
FRAME
(BEYOND)
BASEPLATE,
PT. TYP.
Kansas City, Missouri
1-1/2" NOMINAL SCHEDULE 40 STEEL LIGHT
SUPPORT PIPE; WELD ENTIRE ASSEMBLY &
GRIND SMOOTH TO NOMMA FINISH LEVEL#3
OR BETTER PAINT TO MATCH WALL
NOTE:
NEW RIGGING TO BE PROVIDED FOR ALL NEW STAGE DRAPERIES; SEE
FIRST FLOOR FINISH PLAN FOR THEATRICAL RIGGING AND DRAPERY
LP-2
BASEPLATE,
PT. TYP.
1'-0"
1'-6"
1'-6"
1 1/2" NOMINAL SCHEDULE 40 STEEL
PIPE HANDRAIL (PT. ) TYP. @ EA. SIDE
OF STEPS ; PROVIDE 4" ROUND
BASEPLATE AT FLOOR W/ EXP.
ANCHORS AS REQD. WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO
NOMMA FINISH LEVEL#2 OR BETTER
PROVIDE NEW 24" WIDE STEEL SHIPS LADDER FROM STAGE
ELEVATION TO CONCRETE PLATFORM ABOVE; REMOVE STEEL
PIPE GUARDRAIL AT PLATFORM / T.O. LADDER ABOVE AS
REQUIRED. ATTACH AS PER MFR. SPECIFICATIONS (BASIS OF
DESIGN: FSINDUSTRIES SHIPS LADDER 68 DEGREE INCLINE
STANDARD EXTENDED HANDRAIL SHIPS LADDER MODEL
SL2498-A; GREY ENAMEL, BLACK BAR GRATING TREADS: 24"
WIDE x 6" DEEP BLACK BAR GRATING TREADS) GC TO VERIFY
HEIGHT REQUIRED PRIOR TO ORDER
BASEPLATE, PT. TYP.
1'-6"
PROVIDE NEW 24" WIDE STEEL SHIPS LADDER FROM STAGE
ELEVATION TO CONCRETE PLATFORM ABOVE; REMOVE STEEL
PIPE GUARDRAIL AT PLATFORM / T.O. LADDER ABOVE AS
REQUIRED. ATTACH AS PER MFR. SPECIFICATIONS (BASIS OF
DESIGN: FSINDUSTRIES SHIPS LADDER 68 DEGREE INCLINE
STANDARD EXTENDED HANDRAIL SHIPS LADDER MODEL
SL2498-A; GREY ENAMEL, BLACK BAR GRATING TREADS: 24"
WIDE x 6" DEEP BLACK BAR GRATING TREADS) GC TO VERIFY
HEIGHT REQUIRED PRIOR TO ORDER
2'-0" 1'-0"
NEW MOTORIZED RECESSED
PROJECTION SCREEN; SEE SPEC
SCALE: 1/4"=1'-0"
1'-6"
1'-6"
BASEPLATE, PT. TYP.
1'-6"
1'-0"
9'-0"
14'-0"
1-1/2" NOMINAL SCHEDULE 40 STEEL LIGHT SUPPORT PIPE, PAINT
TO MATCH EXG. CEILING. PROVIDE 1-1/2" NOMINAL SCHEDULE 40
STEEL PIPE RETURN TO STRUCTURE; PROVIDE ONE VERTICAL
ATTACHMENT PIPE FOR CONNECTION AT ANGLE AT EACH END OF
9'-0" LONG LIGHT SUPPORT PIPE & @ CENTER , PAINT TO MATCH
EXG. CEILING.
1'-0"
3" X 3" X 3/16" CONT ANGLE; WELD TO EXISTING JOISTS @
BOTTOM CHORD, TYP.
3'-4"
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016 AS PER CONSTRUCTION DOCUMENTS
SIM
LP-2
LP-2
8'-0"
3'-0"
1 1/2" NOMINAL SCHEDULE 40
STEEL PIPE HANDRAIL (PT. ) TYP. @
T.O. EXG. GUARD WALL. T.O. RAIL
TO BE 3'-0" ABOVE LEADING EDGE
OF STAIR NOSINGS TYP. PROVIDE 1
1/2" NOMINAL SCHEDULE 40 STEEL
PIPE POSTS @ EVEN SPACING
ALONG LENGTH OF WALL; WELD
ENTIRE ASSEMBLY & GRIND
SMOOTH TO NOMMA FINISH
LEVEL#2 OR BETTER
SCALE: 1/4"=1'-0"
9'-0"
9"
SIM
PROVIDE NEW CONT. MECHANICALLY ATTACHED ALUMINUM BASE
SHOE (CRL B5L10D) ATTACH T.O. EXG. 3"x4.1" CONT. STEEL
CHANNEL @ T.O. WALL. PROVIDE 12" TALL 1/2" FULLY TEMPERED
CLEAR GLASS PANELS WITH FLAT POLISHED EDGES IN BASE SHOE
(PROVIDE 18" TALL GLASS PANELS AT ENDS OF AISLES)
SIM
NEW CHAPEL SEATING N.I.C;
COORDINATE WITH OWNER
FOR OWNER PROVIDED
INSTALL OF SEATING
BALCONY T.O. WALL HANDRAIL /
AISLE HANDRAILS
9'-0" 1'-0"
3'-4"
1'-0"
BASEPLATE,
PT. TYP.
1'-0"
1'-0"
BASEPLATE,
PT. TYP.
LP-2
PRE-FINISHED ALUM. STOREFRONT
ASSEMBLY W/ 1" INSULATING
GLASS (BASIS OF DESIGN EFCO 433
TRIPLE SET (T) STOREFRONT
SYSTEM (OUTSIDE SET) OR
APPROVED EQUAL DURING
BIDDING PERIOD.) STOREFRONT
SYSTEM TO HAVE INTEGRAL CLIPS
FOR OWNER PROVIDED STAINED
GLASS PANELS, SEE FRAME TYPES
FOR GLAZING TYPES. PROVIDE
RECESSED MOTORIZED WINDOW
SHADE (WS-1) W/ BLACKOUT
SHADE FABRIC. & CONT.
INTEGRALSHADELOC CHANNELS A
EACH JAMB (ALTERNATE A-3)
9'-0"
3'-0"
BASEPLATE,
PT. TYP.
1'-0"
LP-1
1'-0"
1'-0"
1-1/2" NOMINAL SCHEDULE 40 STEEL
LIGHT SUPPORT PIPE; WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO
NOMMA FINISH LEVEL#3 OR BETTER
PAINT TO MATCH WALL
ALUMINUM
STOREFRONT
FRAME
(BEYOND)
EQ.
9'-0"
EQ.
CENTER LIGHT SUPPORT PIPES ON CAT WALK
3'-4"
3"
EQ.
CENTER LIGHT SUPPORT PIPES ON CAT WALK
8'-0"
8'-71 2"
EQ.
1 1/2" NOMINAL SCHEDULE 40 STEEL
PIPE HANDRAIL (PT. ) TYP. @ EA. SIDE
OF STEPS ; PROVIDE 4" ROUND
BASEPLATE AT FLOOR W/ EXP.
ANCHORS AS REQD. WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO
NOMMA FINISH LEVEL#2 OR BETTER
PRE-FINISHED ALUM. STOREFRONT
ASSEMBLY W/ 1" INSULATING
GLASS (BASIS OF DESIGN EFCO 433
TRIPLE SET (T) STOREFRONT
SYSTEM (OUTSIDE SET) OR
APPROVED EQUAL DURING
BIDDING PERIOD.) STOREFRONT
SYSTEM TO HAVE INTEGRAL CLIPS
FOR OWNER PROVIDED STAINED
GLASS PANELS, SEE FRAME TYPES
FOR GLAZING TYPES. PROVIDE
RECESSED MOTORIZED WINDOW
SHADE (WS-1) W/ BLACKOUT
SHADE FABRIC. & CONT.
INTEGRALSHADELOC CHANNELS A
EACH JAMB (ALTERNATE A-2)
17'-0"
1 1/2" NOMINAL SCHEDULE 40 STEEL PIPE
HANDRAIL (PT. ) TYP. @ T.O. EXG. GUARD WALL.
T.O. RAIL TO BE 3'-0" ABOVE LEADING EDGE OF
STAIR NOSINGS TYP. PROVIDE 1 1/2" NOMINAL
SCHEDULE 40 STEEL PIPE POSTS @ EVEN
SPACING ALONG LENGTH OF WALL W/ 4" ROUND
BASEPLATE AT T.O. WALL / FLOOR W/ ANCHORS /
EXP. ANCHORS AS REQD.; WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO NOMMA FINISH
LEVEL#2 OR BETTER
1-1/2" NOMINAL SCHEDULE 40 STEEL PIPE RETURN /
BASE PLATE @ EXG. WALL; PROVIDE ONE
ATTACHMENT PIPE FOR CONNECTION AT WALL AT
EACH END OF 8'-0" LONG LIGHT SUPPORT PIPE & AT
CENTER , WELD ENTIRE ASSEMBLY & GRIND
SMOOTH TO NOMMA FINISH LEVEL#3 OR BETTER
PAINT TO MATCH WALL.CENTER PIPE ON CONTROL
BOOTH WINDOW OPENING @ HIEGHT INDICATED
3'-4"
1-1/2" NOMINAL SCHEDULE 40 STEEL LIGHT
SUPPORT PIPE; WELD ENTIRE ASSEMBLY & GRIND
SMOOTH TO NOMMA FINISH LEVEL#3 OR BETTER
PAINT TO MATCH WALL
8'-0"
1-1/2" NOMINAL SCHEDULE 40
STEEL PIPE RETURN / BASE PLATE
@ EXG. WALL; PROVIDE ONE
ATTACHMENT PIPE FOR
CONNECTION AT WALL AT EACH END
OF 8'-0" LONG LIGHT SUPPORT PIPE
& AT CENTER , WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO
NOMMA FINISH LEVEL#3 OR BETTER
PAINT TO MATCH WALL. PROVIDE
BLOCKING / BRACING IN EXISTING
WALL AS REQUIRED
2
2'-0"
13'-6"
3'-4"
1
BALCONY T.O. WALL HANDRAIL /
AISLE HANDRAILS
SIM
TYP
TYP
LP-1
SIM
PRE-FINISHED ALUM. STOREFRONT ASSEMBLY W/ 1" INSULATING GLASS (BASIS OF DESIGN EFCO 433 TRIPLE SET (T)
STOREFRONT SYSTEM (OUTSIDE SET) OR APPROVED EQUAL DURING BIDDING PERIOD.) STOREFRONT SYSTEM TO HAVE
INTEGRAL CLIPS FOR OWNER PROVIDED STAINED GLASS PANELS, SEE FRAME TYPES FOR GLAZING TYPES. PROVIDE
RECESSED MOTORIZED WINDOW SHADE (WS-1) W/ BLACKOUT SHADE FABRIC. & CONT. INTEGRALSHADELOC CHANNELS A
EACH JAMB (ALTERNATE A-5)
PROVIDE RECESSED BACK-BOX / ROUGH-IN FOR FUTURE FLAT PANEL LCD TV / COURTESY MONITOR AT FRONT
FACE OF BALCONY WALL SEE ELECTRICAL (CENTER ON WIDTH/HEIGHT OF BALCONY WALL)
NEW CHAPEL SEATING N.I.C;
COORDINATE WITH OWNER FOR
OWNER PROVIDED INSTALL OF
SEATING
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
UPPER LEVEL FLOOR PLAN
SCALE: 1/8"=1'-0"
Upper Level Floor Plan &
Bell Tower Landing Plan
A1.02
B.O. EXISTING
CONCRETE ROOF SLAB
129'-10 3/4"
Architecture
Landscape Architecture
Engineering
Interiors
EXISTING STEEL ROOF JOIST BEARING
127'-2 3/4"
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
EXISTING CEILING @ BACK OF CHAPEL
126'-6 5/8"
NEW MOTORIZED RECESSED PROJECTION SCREEN; SEE SPEC
Kansas City, Missouri
LP-1
F.F. @ LAST ROW OF EXISTING BALCONY
120'-2 1/4"
2'-0"
F.F. @ FRONT ROW OF EXISTING BALCONY
110'-5 1/4"
F.F. @ FRONT ROW OF EXISTING BALCONY
110'-5 1/4"
RESILIENT
BASE TYP.
RESILIENT
BASE TYP.
RESILIENT
BASE TYP.
NOTE:
-ALL INTERIOR WALLS OF CHAPEL TO BE
REPAIRED/PATCHED AS REQUIRED TO ACHIEVE SMOOTH
UNIFORM FINISH. PROVIDE FULL SKIM COAT AND PAINT.
?
#
?- #
INTERIOR ELEVATION (NORTH CHAPEL WALL)
SHEET HISTORY:
ISSUED 04/01/2016 AS PER CONSTRUCTION DOCUMENTS
SCALE: 1/4"=1'-0"
B.O. EXISTING
CONCRETE ROOF SLAB
129'-10 3/4"
EXISTING STEEL ROOF JOIST BEARING
127'-2 3/4"
EXISTING CEILING @ BACK OF CHAPEL
126'-6 5/8"
F.F. @ LAST ROW OF EXISTING BALCONY
120'-2 1/4"
7'-4"
F.F. @ FRONT ROW OF EXISTING BALCONY
110'-5 1/4"
PRE-FINISHED ALUM. STOREFRONT
W/ 1" INSULATING GLASS W/
INTEGRAL INTERIOR CLIPS FOR
OWNER PROVIDED STAINED GLASS
PANELS, SEE FRAME TYPES FOR
GLAZING TYPES
F.F. @ FRONT ROW OF EXISTING BALCONY
110'-5 1/4"
SCOPE OF WORK KEYPLAN
1'-0"
3'-4"
3'-0"
RESILIENT
BASE TYP.
800 N. Columbia Ave.
Seward, Nebraska
RESILIENT
BASE TYP.
INTERIOR ELEVATION (SOUTH CHAPEL WALL)
TCEP No.: 530-021-15
SCALE: 1/4"=1'-0"
1'-0" TALL 1/2" FULLY
TEMPERED CLEAR GLASS
PANELS WITH FLAT
POLISHED EDGES
EXG. PLASTER
BALCONY WALL; SKIM
COAT & PAINT TO
MATCH SIDE WALLS OF
CHAPEL
4'-11 4"
4'-11 4"
4'-11 4"
4'-117 64"
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
3'-0"
1'-6" TALL 1/2" FULLY
TEMPERED CLEAR
GLASS PANELS WITH
FLAT POLISHED
EDGES @ AISLES
4'-5"
4'-5"
1'-0" TALL 1/2" FULLY
TEMPERED CLEAR GLASS
PANELS WITH FLAT
POLISHED EDGES
4'-5"
4'-5"
1'-6" TALL 1/2" FULLY
TEMPERED CLEAR
GLASS PANELS WITH
FLAT POLISHED
EDGES @ AISLES
3'-0"
4'-11 4"
2'-7" TALL 1/2" FULLY
TEMPERED CLEAR GLASS
PANELS WITH FLAT
POLISHED EDGES (AT PIANO
PLATFORM)
4'-11 4"
4'-11 4"
4'-11 4"
April 1, 2016
CONT. MECHANICALLY ATTACHED
ALUMINUM BASE SHOE (CRL B5L10D)
ATTACH T.O. EXG. 3"x4.1" CONT. STEEL
CHANNEL @ T.O. WALL.
T.O. EXG. WALL@ FRONT ROW OF
EXISTING BALCONY
112'-5 1/4"
F.F. @ FRONT ROW OF EXISTING BALCONY
110'-5 1/4"
B.O. EXG. WALL@ FRONT ROW OF EXISTING
BALCONY (LOWER CEILING ELEV)
109'-0"
EQ.
EQ.
PROVIDE BACK-BOX / ROUGH-IN FOR FUTURE
FLAT PANEL LCD TV / COURTESY MONITOR AT
FRONT FACE OF BALCONY WALL.
INTERIOR ELEVATION (SOUTH CHAPEL WALL)
SCALE: 1/4"=1'-0"
56'-6"
Interior Elevations
A6.00
Architecture
Landscape Architecture
Engineering
Interiors
3'-4"
2"
3'-0"
3'-4"
2"
3'-0"
2"
1
5'-8"
EXTRUDED ALUMINUM CLIP ASSEMBLY @
INSIDE FACE OF D.L.O. FOR STAINED GLASS
PANEL INSERTION; CONCORDIA CENTER FOR
LITURGICAL ARTS TO PROVIDE STAINED
GLASS PANEL / INSERT FOR ALUMINUM
CURTAIN WALL ASSEMBLY, STAINED GLASS
INSERT FABRICATION & INSTALLATION N.I.C.
3'-4"
1.
PROVIDE SAFETY GLAZING OR FIRE-PROTECTION-RATED GLAZING IN LOCATIONS
REQUIRED BY CURRENT LOCAL CODE. NOTIFY ARCHITECT OF CHANGES REQUIRED TO
THE DRAWINGS. PROVIDE OBSCURE GLAZING AS INDICATED.
2"
3'-0"
2"
1
REPRESENTS SAFETY GLAZING.
2.
ALL DIMENSIONS ARE NOMINAL, ACTUAL DIMENSIONS TO BE PROVIDED BY SUPPLIER
W/ ADJUSTMENTS MADE FOR INSTALLATION TOLERANCES REQUIRED. VERIFY ALL
EXISTING OPENINGS PRIOR TO ORDER OF ALL NEW DOORS, DOOR FRAMES, AND
WINDOW FRAMES.
3.
SEE FLOOR PLANS FOR ACTUAL DIRECTION OF DOOR SWING.
4.
ALL EXTERIOR ALUMINUM WINDOW FRAMING WERE DESIGNED AROUND EFCO 433
TRIPLE SET (T) STOREFRONT SYSTEM (OUTSIDE SET, 2"X41 2") WITH 1" INSULATED LOW
'E' GLAZING.
7'-4"
2
INDICATES 1/2" FULLY TEMPERED CLEAR GLASS PANELS
WITH FLAT POLISHED EDGES
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
7'-4"
3'-4"
3'-0"
2"
LPP-1 @FLARED APERTURE SILL,
JAMS & HEAD TYP.
PROVIDE GLAZING AS INDICATED
INDICATES 1" INSULATING COATED VISION GLASS (CLEAR)
EXTRUDED ALUMINUM CLIP ASSEMBLY @
INSIDE FACE OF D.L.O. FOR STAINED GLASS
PANEL INSERTION; CONCORDIA CENTER FOR
LITURGICAL ARTS TO PROVIDE STAINED
GLASS PANEL / INSERT FOR ALUMINUM
CURTAIN WALL ASSEMBLY, STAINED GLASS
INSERT FABRICATION & INSTALLATION N.I.C.
EXTRUDED ALUMINUM CLIP ASSEMBLY @
INSIDE FACE OF D.L.O. FOR STAINED GLASS
PANEL INSERTION; CONCORDIA CENTER FOR
LITURGICAL ARTS TO PROVIDE STAINED
GLASS PANEL / INSERT FOR ALUMINUM
CURTAIN WALL ASSEMBLY, STAINED GLASS
INSERT FABRICATION & INSTALLATION N.I.C.
1
2"
1
2"
1
1
1'-0"
3'-4"
3'-0"
EXTRUDED ALUMINUM CLIP
ASSEMBLY @ INSIDE FACE
OF D.L.O. FOR STAINED
GLASS PANEL INSERTION;
CONCORDIA CENTER FOR
LITURGICAL ARTS TO
PROVIDE STAINED GLASS
PANEL / INSERT FOR
ALUMINUM CURTAIN WALL
ASSEMBLY, STAINED GLASS
INSERT FABRICATION &
INSTALLATION N.I.C.
2'-0"
3'-4"
4"
LPP-1 @FLARED APERTURE SILL,
JAMS & HEAD TYP.
1'-0"
3'-4"
3'-0"
FINISH FLOOR
EL. 100'-0"
PRE-FINISHED ALUM. STOREFRONT ASSEMBLY W/ 1" INSULATING GLASS (BASIS OF DESIGN EFCO 433 TRIPLE SET (T) STOREFRONT
SYSTEM (OUTSIDE SET, 2"x41 2") OR APPROVED EQUAL DURING BIDDING PERIOD.) STOREFRONT SYSTEM TO HAVE INTEGRAL CLIPS
FOR OWNER PROVIDED STAINED GLASS PANELS, PROVIDE RECESSED MOTORIZED WINDOW SHADE (WS-1) W/ BLACKOUT SHADE
FABRIC. & CONT. INTEGRAL SHADELOC CHANNELS A EACH JAMB (ALTERNATE A-1, A-2, A-3, A-4, A-5)
EXTERIOR ALUMINUM FRAME TYPES
?
#
?- #
SCALE: 1/4"=1'-0"
SHEET HISTORY:
ISSUED 04/01/2016
AS PER CONSTRUCTION DOCUMENTS
DOOR SCHEDULE
SEE SCHED
13 4" THICK S.C.
FLUSH SLAB
SOLID CORE
WOOD DOOR
WD-1
FINISH FLOOR
EL. VARIES
TCEP
DOOR NO.
008
011
015a
M001
M002
M003
M004
03A
M005
M006
M007
M008
M009(PR)
106
W
DOOR
H
TYPE
3'-0"
3'-0"
3'-0"
2'-8"
2'-8"
3'-0"
3'-0"
2'-6"
3-0"
2'-6"
2'-6"
3-0"
3'-0"
3'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
WD-3
PAIR DOOR
WIDTH FINISH
------------6'-0"
--
--------------
PAINT
FRAME
TYPE
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
EXG. WD
AL-1
FRAME DOOR/FRAME
HARDWARE REMARKS
FINISH FIRE RATING
-------------PRE-FIN
--------
1
1
1
2
1
2
2
2
2
2
1
1
3
4
EXISTING DOOR (NEW CLOSER), REMOVE EXG. FLOOR MOUNTED HOLD OPEN
EXISTING DOOR (NEW CLOSER), REMOVE EXG. FLOOR MOUNTED HOLD OPEN
EXISTING DOOR (NEW CLOSER), REMOVE EXG. FLOOR MOUNTED HOLD OPEN
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
EXISTING DOOR (NEW CLOSER)
FRY-REGLET MINAMILST DOOR FRAME (W/ CONCEALED HINGES) W/ NEW FLUSH SLAB SOLID CORE WOOD DOOR - PAINT DOOR TO MATCH ADJACENT WALL
DOOR TYPES
SCALE: 1/4"=1'-0"
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
Door Schedule,
Door Types,
Frame Types & Details
A6.01
RADIUSED & KERFED 1/2" P.LAM CLAD MDF
PANELING (PL-1) OVER RADIUSED & KERFED
3/4" FIRE-RETARDANT TREATED PLYWOOD
P.LAM PANELS TO BE HUNG OFF OF
PLYWOOD W/ Z-CLIPS @ TOP & BOTTOM OF
PANEL; SEE DETAILS
1 1/2" NOMINAL SCHEDULE 40
STEEL PIPE HANDRAIL @ EA. SIDE
OF CENTER STAIR;WELD ENTIRE
ASSEMBLY & GRIND SMOOTH TO
NOMMA FINISH LEVEL#2 OR
BETTER (PT.) TYP.
RESILIENT TREADS &
RISERS OVER WOOD
STAIR
CONSTRUCTION
RESILIENT TREADS & RISERS OVER
WOOD STAIR CONSTRUCTION
RADIUSED & KERFED 1/2"
P.LAM CLAD MDF PANELING
(PL-1) OVER RADIUSED &
KERFED 3/4" FIRE-RETARDANT
TREATED PLYWOOD
P.LAM PANELS TO BE HUNG
OFF OF PLYWOOD W/ Z-CLIPS
@ TOP & BOTTOM OF PANEL;
SEE DETAILS
PROVIDE ROUND HOLE
PERFORATED STEEL
PANEL (PT. BLACK) W/
57% O/A MIN.
REMOVABLE 1 1/2" NOMINAL SCHEDULE 40 STEEL
PIPE HANDRAIL @ EA. SIDE OF CENTER STAIR;WELD
ENTIRE ASSEMBLY & GRIND SMOOTH TO NOMMA
FINISH LEVEL#2 OR BETTER (PT.) TYP.
PROVIDE STEEL PIPE SLEEVE BELOW TREAD BOLTED
TO INSIDE FACE OF OPEN STRINGER IN WHICH
HANDRAIL POSTS CAN BE SEATED/REMOVED
EXISTING ORGAN LOFT
PLATFORM
RADIUSED & KERFED 1/2" P.LAM CLAD MDF
PANELING (PL-1) OVER RADIUSED & KERFED
3/4" FIRE-RETARDANT TREATED PLYWOOD
P.LAM PANELS TO BE HUNG OFF OF
PLYWOOD W/ Z-CLIPS @ TOP & BOTTOM OF
PANEL; SEE DETAILS
1 1/2" NOMINAL SCHEDULE 40 STEEL PIPE
HANDRAIL @ EA. SIDE OF CENTER
STAIR;WELD ENTIRE ASSEMBLY & GRIND
SMOOTH TO NOMMA FINISH LEVEL#2 OR
BETTER (PT.) TYP.
RESILIENT TREADS & RISERS OVER
WOOD STAIR CONSTRUCTION
PROVIDE ROUND HOLE
PERFORATED STEEL PANEL
(PT. BLACK) W/ 57% O/A MIN.
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
100'-2 5/8"
2x12 CLOSED
STRINGER @ WALL
PT. BLACK TYP.
1/2" P.LAM CLAD MDF PANELING
RETURN TO STAIR, SCRIBE
PANEL TO FACE OF RISER /
TREAD TYP.
NEW BUILT-UP
Architecture
Landscape Architecture
Engineering
Interiors
1/2" P.LAM CLAD MDF PANELING
RETURN TO STAIR, SCRIBE
PANEL TO FACE OF RISER /
TREAD TYP. EA. SIDE OF STAIR
5'-0"
CLOSED STRINGER @
WALL PT. BLACK TYP.
EXISTING F.F.
@ FRONT OF STAGE
99'-6"
2x12 OPEN STRINGER @
EA. SIDE OF STAIR W/ TWO
CARRIAGES MIN.
STAGE FRONT ELEVATION
SCALE: 1/4"=1'-0"
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016
AS PER CONSTRUCTION DOCUMENTS
STAGE EXTENSION / STAIR SECTION (STAGE RIGHT)
SCALE: 3/4"=1'-0"
ENLARGED STAGE PLAN
SCALE: 1/4"=1'-0"
SCOPE OF WORK KEYPLAN
STAGE EXTENSION / STAIR SECTION (STAGE RIGHT)
STAGE EXTENSION / STAIR SECTION (CENTER STAGE)
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
Stage Details
STAGE EXTENSION SECTION
SCALE: 3/4"=1'-0"
A6.03
2x STUD FRAMING @ 12" O.C.
CENTER STAGE INFILL PANEL FLOOR ASSEMBLY - RESILIENT FLOORING
(SHEET JOINTS SHALL ALIGN W/ PLYRON PANELS BELOW) OVER 3/4"
TEMPERED PLYRON (HARDBOARD FACED PLYWOOD PRODUCT)
Architecture
Landscape Architecture
Engineering
Interiors
INFILL PANEL #2
2x6 STUD BRACING @ 12" O.C.
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
1'-0"
4'-7"
4'-53 4"
3
4"
1
2"
CONT. RESILIENT NOSING (JOHNSONITE
VDL-XX-SQ; OR APPROVED EQUAL DURING
BIDDING PERIOD) LEADING FRONT EDGE
OF STAGE
Kansas City, Missouri
CONT. RESILIENT NOSING (JOHNSONITE
VDL-XX-SQ; OR APPROVED EQUAL DURING
BIDDING PERIOD) LEADING FRONT EDGE
OF STAGE
CENTER STAGE INFILL PANEL FLOOR
ASSEMBLY - RESILIENT FLOORING (SHEET
JOINTS SHALL ALIGN W/ PLYRON PANELS
BELOW) OVER 3/4" TEMPERED PLYRON
(HARDBOARD FACED PLYWOOD PRODUCT)
4'-7"
51 2"
4'-53 4"
3
1
4"
2"
3
4"
1
2"
2x STUD FRAMING @ 12" O.C.
5'-0" WIDE, 1/2" P.LAM CLAD MDF
PANELING (PL-3) OVER 3/4" PLYWOOD
CENTER STAGE INFILL PANEL FLOOR ASSEMBLY RESILIENT FLOORING (SHEET JOINTS SHALL ALIGN
W/ PLYRON PANELS BELOW) OVER 3/4" TEMPERED
PLYRON (HARDBOARD FACED PLYWOOD
PRODUCT)
2x6 STUD FRAMING @ 12" O.C.
3'-8"
11"
INFILL PANEL #2
5'-0" WIDE, 1/2" P.LAM CLAD MDF
PANELING (PL-3) OVER 3/4" PLYWOOD
INFILL PANEL #2
CENTER STAGE INFILL PANEL FLOOR
ASSEMBLY - RESILIENT FLOORING (SHEET
JOINTS SHALL ALIGN W/ PLYRON PANELS
BELOW) OVER 3/4" TEMPERED PLYRON
(HARDBOARD FACED PLYWOOD PRODUCT)
2x6 STUD BRACING @ 12" O.C.
NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTING
CENTER STAGE INFILL PANELS. PANELS ARE TO SITE LEVEL /
PLUMB WITH ADJACENT STAGE FLOOR SURFACE
CONT. RESILIENT NOSING (JOHNSONITE
VDL-XX-SQ; OR APPROVED EQUAL DURING
BIDDING PERIOD) LEADING FRONT EDGE
OF STAGE
CENTER STAGE INFILL PANELS ARE TO BE 5'-0" WIDE (FIELD
VERIFY) AND INFILL ENTIRE CENTER STAGE CUTOUT; BRACE
PANELS AS REQUIRED
STAIR INFILL PANEL SECTION
?
#
?- #
SCALE: 1 1/2"=1'-0"
SHEET HISTORY:
ISSUED 04/01/2016
2x STUD FRAMING @ 12" O.C.
1/4" STEEL PLATE
REMOVABLE 1 1/2" NOMINAL
SCHEDULE 40 STEEL PIPE
HANDRAIL (PT.) TYP.
3
3
1 8" 1 8"
T.O. BRACKET PIPE SLEEVE TO BE LEVEL
WITH T.O. TREAD.
1/4" STEEL PLATE
1
1
1
2"x2 2"
STAINLESS STEEL
CARRIAGE BOLTS
11 2"
3
1 8"
2"
AS PER CONSTRUCTION DOCUMENTS
4'-8"
1
2"x2 2"
STAINLESS STEEL
CARRIAGE BOLTS
2X12 OPEN STRINGER
71 2"
3
1 8"
3'-8"
111 2"
1
2"
1
1 2"
RESILIENT TREADS &
RISERS OVER WOOD STAIR
CONSTRUCTION
13 8"
13 8"
2"
RESILIENT TREADS & RISERS OVER
WOOD STAIR CONSTRUCTION
13 8" 13 8"
WELD PIPE SLEEVE TO
STEEL PLATE BRACKET
WELD CAP ON B.O. PIPE
SLEEVE
2" NOMINAL STEEL PIPE SLEEVE
TO RECEIVE REMOVABLE 1 1/2"
NOMINAL SCHEDULE 40 STEEL
PIPE HANDRAIL (PT.) TYP.
71 2"
FACE OF 1/2" P.LAM CLAD MDF PANEL
TO BE LEVEL AND FLUSH WITH
ADJACENT FACES OF STAGE
EXTENSION P.LAM CLAD MDF PANELS
TO THE LEFT AND RIGHT OF THE
CENTER STAIR
REMOVABLE 1 1/2" NOMINAL
SCHEDULE 40 STEEL PIPE
HANDRAIL (PT.) TYP.
2" NOMINAL STEEL PIPE SLEEVE
TO RECEIVE REMOVABLE 1 1/2"
NOMINAL SCHEDULE 40 STEEL
PIPE HANDRAIL (PT.) TYP.
33 4"
5'-0" WIDE, 1/2" P.LAM CLAD MDF
PANELING (PL-3) OVER 3/4" PLYWOOD
REMOVABLE 1 1/2" NOMINAL
SCHEDULE 40 STEEL PIPE
HANDRAIL (PT.) TYP.
REMOVABLE 1 1/2" NOMINAL
SCHEDULE 40 STEEL PIPE
HANDRAIL (PT.) TYP.
2X12 OPEN STRINGER
33 4"
REMOVABLE 1 1/2" NOMINAL
SCHEDULE 40 STEEL PIPE
HANDRAIL (PT.) TYP.
WELD PIPE SLEEVE TO
STEEL PLATE BRACKET
INFILL PANEL #1
51 2"
3
4"
1
CENTER STAGE INFILL PANEL FLOOR
ASSEMBLY - RESILIENT FLOORING
(SHEET JOINTS SHALL ALIGN W/ PLYRON
PANELS BELOW) OVER 3/4" TEMPERED
PLYRON (HARDBOARD FACED PLYWOOD
PRODUCT)
2"
71 2"
REMOVABLE HANDRAIL BRACKET
REMOVABLE HANDRAIL BRACKET
SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
2x STUD FRAMING @ 12" O.C.
63 4"
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
6'-0"
FIELD VERIFY
EXISTING STEEL OPEN
WEB STEEL JOIST
800 N. Columbia Ave.
Seward, Nebraska
3" x 3" x 3/16" CONT
ANGLE; WELD TO JOIST @
BOTTOM CHORD
TCEP No.: 530-021-15
6'-6"
FIELD VERIFY
PLYRON PANELS BELOW) OVER 3/4"
TEMPERED PLYRON (HARDBOARD FACED
PLYWOOD PRODUCT)
EXG GPDW CLG
VARIES
CONT. RESILIENT NOSING (JOHNSONITE
VDL-XX-SQ; OR APPROVED EQUAL DURING
BIDDING PERIOD) AROUND ENTIRE LEADING
EDGE PERIMETER OF STAGE
DEMO'D EXG. GPDW CLG
ASSEMBLY @ PIPE
PENETRATIONS (4"Ø);
FINISH OPENING TO
SMOOTH UNIFORM
CIRCULAR SHAPE
EXISTING CATWALK
FLOOR ASSEMBLY
9"
ELEC. FLOOR BOX, SEE ELEC.
RESILIENT FLOORING
3/4" TEMPERED
PLYRON PANELING
1
1'-2 2"
1"
CONCEALED FASTENER Z-CLIP PANEL MOUNT
SYSTEM@ TOP & BOTTOM OF PANEL; MONARCH
METAL FABRICATION MF375 OR APPROVED EQUAL
DURING BIDDING PERIOD. INSTALLATION SPACING
& ATTACHMENT AS PER MFR. SPECIFICATIONS
1-1/2" NOMINAL SCHEDULE
40 STEEL PIPE RETURN TO
STRUCTURE; PROVIDE ONE
VERTICAL ATTACHMENT
PIPE FOR CONNECTION AT
ANGLE AT EACH END OF
9'-0" LONG LIGHT SUPPORT
PIPE & @ CENTER , PAINT
TO MATCH EXG. CEILING.
EXG GPDW CLG
VARIES
PROVIDE NEW STAGE FLOORING COVER / CAP @
EA. RECESSED FLOOR BOX EACH PLUG TO HAVE
RESILIENT FLOORING OVER 3/4" MDF W/ 1" FINGER
PULL; ROUTER OUT REAR OF PANEL TO FIT
AROUND FACE OF RECESSED FLOOR BOX / BEAR
ON SLEEPERS BENEATH. CAP TO SIT LEVEL AND
FLUSH WITH ADJACENT FLOORING.
RESILIENT SHEET FLOORING
4"
RADIUSED & KERFED 1/2" P.LAM CLAD MDF
PANELING (PL-1) OVER RADIUSED & KERFED
3/4" FIRE-RETARDANT TREATED PLYWOOD
P.LAM PANELS TO BE HUNG OFF OF
PLYWOOD W/ Z-CLIPS @ TOP & BOTTOM OF
PANEL; SEE DETAILS
1
6"
3
4"
4"
1
2"
6" 16GA. STEEL STUD FRAMING
@ 16" O.C.
1" Ø FINGER PULL FOR
REMOVAL OF CAP
1/2" FULLY TEMPERED CLEAR GLASS PANELS
WITH FLAT POLISHED EDGES (PROVIDE 31" TALL
GLASS PANELS AT PIANO PLATFORM)
2x6 WOOD SLEEPERS; PROVIDE 3 8" NEOPRENE
RUBBER PAD ATTACHED TO SLEEPERS @ 12"
O.C. AT ATTACHMENT TO EXG. FLOORING
CONT. MECHANICALLY ATTACHED ALUMINUM
BASE SHOE (CRL B5L10D) ATTACH T.O. EXG.
3"x4.1" CONT. STEEL CHANNEL @ T.O. WALL.
EXG. VERT.
4"x5.4" CHANNELS
@ 16" O.C.
EXISTING STAGE F.F.
100'-0"
EXG. STAGE ASSEMBLY
CONSTRUCTION (MAPLE
FLOORING OVER PLYWOOD ON
SLEEPERS OVER CONC. SLAB.)
1/2" FULLY TEMPERED CLEAR GLASS PANELS
WITH FLAT POLISHED EDGES (PROVIDE 18" TALL
GLASS PANELS AT ENDS OF AISLES)
EXG. 3"x4.1"
CHANNEL WELDED
TO VERTICALS
NEW BUILT-UP STAGE F.F.
100'-2 5/8"
PROVIDE BACK-BOX / ROUGH-IN FOR FUTURE
FLAT PANEL LCD TV / COURTESY MONITOR AT
FRONT FACE OF BALCONY WALL.
EXG. CONT. 7"x9.8"
CHANNEL
3"
DEMO EXG FLOOR ASSEMBLY AS
REQUIRED FOR INSTALLATION OF
NEW FLOOR BOXES
1-1/2" NOMINAL SCHEDULE
40 STEEL LIGHT SUPPORT
PIPE, PAINT TO MATCH EXG.
CEILING.
1-1/2" NOMINAL SCHEDULE 40 BLACK PIPE ASTM
A53 (ONLY SLEEVE SPLICED JOINTS SHALL BE
USED THROUGHOUT). WELD TO EXG. CONT.
7"x9.8 STEEL CHANNEL@ MIN 4'-0" O.C. MAX
ALONG LENGTH OF PIPE.
Details
PLASTER CEILING / WALL
EXG. 2-1/2" CONC SLAB
LIGHT SUPPORT PIPE SECTION DETAIL
SCALE: 1"=1'-0"
April 1, 2016
Z-CLIP DETAIL
SCALE: 3"=1'-0"
FLOOR BOX SECTION DETAIL
SCALE: 1 1/2"=1'-0"
7 BALCONY WALL SECTION
SCALE: 3/4"=1'-0"
A6.04
Architecture
Landscape Architecture
Engineering
Interiors
004
005
006
100
101
102
103
104
105
203
CORRIDOR
STAIR
STAIR
ENTRANCE LOBBY
VESTIBULE
CHAPEL
STAGE
STAIR
STAIR
BALCONY
VCT-1,2
EXISTING
RB-2
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXIST/CPT-1,2 EXIST/PCB-1
CONC
CONC
CPT-1
RB-1
EPX-1,CPT-1
CONC
RB-1
SEE ARCH.
RFT-1
CONC
EXISTING
EXISTING
CONC
EXISTING
EXISTING
CPT-1, RSN-1
CONC
RB-1
-
GPDW
GPDW
CMU
-
PT-1
PT-1
PT-1
-
PT-1,LPP-1
PLASTER
CMU
EXISTING
PLASTER
PT-1
PLASTER/CMU
PT-1
PT-1,LPP-1
PLASTER
CMU
CMU
CMU
-
PT-1
PT-1
PT-1
-
GPDW
CMU
GPDW
-
PLASTER
EXISTING
GPDW
GPDW
EXISTING
PT-7
-
PLASTER
-
PT-1
PT-1
PT-1
-
CMU
CMU
CMU
-
PT-1,LPP-1 PLASTER/GPDW
-
PT-1/PT-3 PLASTER/CMU PT-1/PT-3
PT-1
GPDW
PT-1
PT-1,LPP-1
PT-1
EXISTING
GPDW
PLASTER
EXISTING
PT-1
PT-1
PT-1
-
-
PT-1
-
EXISTING
EXISTING
-
PT-1
PT-1
PT-1,PT-5
EXISTING
-
-
VCT ALT-7
PAINT ALT-6
PAINT ALT-6
7
7
4
5, PAINT ALT-6
5, PAINT ALT-6
4, 8
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
NOTES
1. ALL INTERIOR WALLS OF CHAPEL TO BE REPAIRED. PROVIDE FULL SKIM COAT AND PAINT.
2. EXTERIOR HANDRAILS TO BE PAINTED BLACK.
3. CLA = POINT OF COORDINATION BETWEEN ART INSTALLATION BY CENTER FOR
LITURGICAL ART AND GENERAL CONTRACTOR.
4. INTERIOR HANDRAILS AND GUARDRAILS TO BE PAINTED TO MATCH WALL SURFACE.
CENTER HANDRAIL AT STAGE TO BE PAINTED BLACK.
5. STAIR WALLS LOCATED DIRECTLY OFF STAGE TO BE PT-3, ALL OTHER TO BE PT-1.
6. RESILIENT WALL BASE COORDINATES WITH SURROUNDING FINISHES AS FOLLOWS:
RB-1: PAINTED WALLS ON MAIN LEVEL CHAPEL
RB-2: LOCATED IN CONJUNCTION VCT FLOORING IN LOWER LEVEL
RB-3: LOCATED AT STAIRS SERVING STAGE & BACKSTAGE AREAS ONLY
7. LIMITED REMODEL WORK THIS AREA, PATCH AND REPAIR AS REQ'D. MATCH EXISTING
ADJACENT FINISHES.
8. CONCRETE RISERS BEHIND FIXED SEATING TO BE PAINTED PT-8.
VINYL COMPOSITION TILE
VCT-1 ARMSTRONG
PRODUCT: IMPERIAL TEXTURE STANDARD EXCELON
SIZE: 12" x 12" x 1/8"
COLOR: SANDRIFT WHITE, 51858
PAINT
PT-1
PT-2
PT-3
VCT-2
ARMSTRONG
PRODUCT: IMPERIAL TEXTURE STANDARD EXCELON
SIZE: 12" x 12" x 1/8"
COLOR: MID GRAYED BLUE, 51875
RESILIENT WALL BASE
RB-1
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: SNOW WHITE, 01
PT-4
PT-5
PT-6
PT-7
PT-8
RB-2
RB-3
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: CEMENT, 121
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: BLACK, 040
RESILIENT TREADS & RISERS - LANDING TILES
RTR-1 JOHNSONITE
STYLE: TWO PIECE HAMMERED TREAD, RISER, LANDING TILE
COLOR: CEMENT, 121
RTR-2
JOHNSONITE
STYLE: TWO PIECE HAMMERED TREAD, RISER, LANDING TILE
COLOR: BLACK, 040
RESILIENT STAIR NOSING
RSN-1 JOHNSONITE
STYLE: RCN-92-A
COLOR: BLUE LAGOON, 092
RSN-2
RSN-3
JOHNSONITE
STYLE: VDL-40-SQ
COLOR: BLACK, 040
JOHNSONITE
STYLE: VDL-40-SQ / VIRCN-40-B (TOP NOSING ONLY)
COLOR: BLACK 040 / AND 040B (TOP NOSING ONLY)
CARPET TILE
CPT-1 MANUFACTURER: INTERFACE
PRODUCT: NET EFFECT B603
STYLE: #126680250H
SIZE: 50CM X 50 CM
COLOR: #102924 ATLANTIC
INSTALLATION: NON DIRECTIONAL
CPT-2
MANUFACTURER: INTERFACE
PRODUCT: NET EFFECT B602
STYLE: #126670250H
SIZE: 50CM X 50 CM
COLOR: #102916 ATLANTIC
INSTALLATION: TRANSITION, MONOLITHIC
LARGE FORMAT PORCELAIN PANELS
LPP-1 MANUFACTURER: FIANDRE
PRODUCT: ASTER MAXIMUM MAS161515
COLOR: URANUS MAXIMUM, HONED
SIZE: 60X60
SHERWIN WILLIAMS (FIELD NEUTRAL)
COLOR: SW #7637 OYSTER WHITE
SHERWIN WILLIAMS (CEILINGS)
COLOR: SW #7005 PURE WHITE
SHERWIN WILLIAMS (STAGE BLACK)
COLOR: SW #6990 CAVIAR
SHERWIN WILLIAMS
COLOR: MATCH EXISTING
SHERWIN WILLIAMS (ACCENT COLOR)
COLOR: SW #6502 LOCH BLUE
SHERWIN WILLIAMS (AUDITORIUM CEILING)
COLOR: SW #7016 MINDFUL GRAY
SHERWIN WILLIAMS (DOORS & FRAMES)
COLOR: SW #7017 DORIAN
SHERWIN WILLIAMS
COLOR: SW #7018 DOVETAIL
FACTORY-FINISHED WOOD DOORS
MARSHFIELD DOOR SYSTEMS
PRODUCT: SOLID-CORE FLUSH WOOD DOORS WITH WOOD
VENEER FACES
WOOD SPECIES: MATCH EXISTING
WOOD FINISH: TO MATCH EXISTING
DRAPERY FABRIC
DF-1
MANUFACTURER: KNOLL TEXTILES
PRODUCT: UTMOST #K1325/9
COLOR: BLAZER
INSTALLATION: GRAND DRAPE, SEE SPEC.
DF-2
MANUFACTURER:
PRODUCT:
COLOR: BLACK AS SELECTED FROM MANUF. STANDARD
INSTALLATION: SIDE AND REAR MASKING DRAPES ('LEGS')
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016
AS PER CONSTRUCTION DOCUMENTS
STAGE TRACK
ST-1
SEE SPECIFICATION
ST-2
SEE SPECIFICATION
ST-3
SEE SPECIFICATION
WINDOW SHADES
WS-1
MANUFACTURER: MECHOSHADE MOTORIZED SHADE
PRODUCT: ELECTRO/2 W/ SHADELOC BLACKOUT CHANNELS
W/ OPTIONAL TRIM IN QUAKER BROWN
SHADE FABRIC/COLOR: CLASSIC BLACKOUT, OYSTER 0706
WS-2
MANUFACTURER: MECHOSHADE MANUAL CLUTCH SHADE
PRODUCT: MECHO/5 BRACKET W/ FASCIA
SHADE FABRIC/COLOR: EQUINOX, DUSK 0106
EPOXY FLOORING
EPX-1 MANUFACTURER: TNEMEC
PRODUCT: DECORATIVE FLAKE EPOXY RESIN FLOORING
COLOR: CUSTOM, SEE SPEC.
INSTALLATION: 1/8" THICK
PLASTIC LAMINATE
PL-1
(BASE PANELS STAGE FRONT, DIVIDERS AT SOUND BOOTH)
NEVAMAR
COLOR: #WM0047T, ICONIC MAPLE, TEXTURED
PL-2
(COUNTERTOP AT SOUND BOOTH)
WILSONART
COLOR: #D327-60 PEPPERDUST, SUEDE
LINOLEUM TILE
RFT-1 MANUFACTURER: FORBO
PRODUCT: MARMOLEUM MODULAR TILE, 50X50CM X 2.5MM
COLOR: BLACK, 2939
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
Lower Level Finish Plan
Finish Schedule &
Finish Materials List
LOWER LEVEL FINISH PLAN
SCALE: 1/8"=1'-0"
F1.00
Architecture
Landscape Architecture
Engineering
Interiors
www.clarkenersen.com
004
005
006
100
101
102
103
104
105
203
CORRIDOR
STAIR
STAIR
ENTRANCE LOBBY
VESTIBULE
CHAPEL
STAGE
STAIR
STAIR
BALCONY
VCT-1,2
EXISTING
RB-2
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXIST/CPT-1,2 EXIST/PCB-1
CONC
CONC
CPT-1
RB-1
EPX-1,CPT-1
CONC
RB-1
SEE ARCH.
RFT-1
CONC
EXISTING
EXISTING
CONC
EXISTING
EXISTING
CPT-1, RSN-1
CONC
RB-1
-
GPDW
GPDW
CMU
-
PT-1
PT-1
PT-1
-
PT-1,LPP-1
PLASTER
CMU
EXISTING
PLASTER
PT-1
PLASTER/CMU
PT-1
PT-1,LPP-1
PLASTER
CMU
CMU
CMU
-
PT-1
PT-1
PT-1
-
GPDW
CMU
GPDW
-
PLASTER
EXISTING
GPDW
GPDW
EXISTING
PT-7
-
PLASTER
-
PT-1
PT-1
PT-1
-
CMU
CMU
CMU
-
PT-1,LPP-1 PLASTER/GPDW
-
PT-1/PT-3 PLASTER/CMU PT-1/PT-3
PT-1
GPDW
PT-1
PT-1,LPP-1
EXISTING
PT-1
GPDW
PLASTER
EXISTING
PT-1
PT-1
PT-1
-
-
PT-1
-
EXISTING
EXISTING
-
PT-1
PT-1
PT-1,PT-5
EXISTING
-
-
VCT ALT-7
PAINT ALT-6
PAINT ALT-6
7
7
4
5, PAINT ALT-6
5, PAINT ALT-6
4, 8
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
NOTES
1. ALL INTERIOR WALLS OF CHAPEL TO BE REPAIRED. PROVIDE FULL SKIM COAT AND PAINT.
2. EXTERIOR HANDRAILS TO BE PAINTED BLACK.
3. CLA = POINT OF COORDINATION BETWEEN ART INSTALLATION BY CENTER FOR
LITURGICAL ART AND GENERAL CONTRACTOR.
4. INTERIOR HANDRAILS AND GUARDRAILS TO BE PAINTED TO MATCH WALL SURFACE.
CENTER HANDRAIL AT STAGE TO BE PAINTED BLACK.
5. STAIR WALLS LOCATED DIRECTLY OFF STAGE TO BE PT-3, ALL OTHER TO BE PT-1.
6. RESILIENT WALL BASE COORDINATES WITH SURROUNDING FINISHES AS FOLLOWS:
RB-1: PAINTED WALLS ON MAIN LEVEL CHAPEL
RB-2: LOCATED IN CONJUNCTION VCT FLOORING IN LOWER LEVEL
RB-3: LOCATED AT STAIRS SERVING STAGE & BACKSTAGE AREAS ONLY
7. LIMITED REMODEL WORK THIS AREA, PATCH AND REPAIR AS REQ'D. MATCH EXISTING
ADJACENT FINISHES.
8. CONCRETE RISERS BEHIND FIXED SEATING TO BE PAINTED PT-8.
VINYL COMPOSITION TILE
VCT-1 ARMSTRONG
PRODUCT: IMPERIAL TEXTURE STANDARD EXCELON
SIZE: 12" x 12" x 1/8"
COLOR: SANDRIFT WHITE, 51858
PAINT
PT-1
PT-2
PT-3
VCT-2
ARMSTRONG
PRODUCT: IMPERIAL TEXTURE STANDARD EXCELON
SIZE: 12" x 12" x 1/8"
COLOR: MID GRAYED BLUE, 51875
RESILIENT WALL BASE
RB-1
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: SNOW WHITE, 01
PT-4
PT-5
PT-6
PT-7
PT-8
RB-2
RB-3
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: CEMENT, 121
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: BLACK, 040
RESILIENT TREADS & RISERS - LANDING TILES
RTR-1 JOHNSONITE
STYLE: TWO PIECE HAMMERED TREAD, RISER, LANDING TILE
COLOR: CEMENT, 121
RTR-2
JOHNSONITE
STYLE: TWO PIECE HAMMERED TREAD, RISER, LANDING TILE
COLOR: BLACK, 040
RESILIENT STAIR NOSING
RSN-1 JOHNSONITE
STYLE: RCN-92-A
COLOR: BLUE LAGOON, 092
RSN-2
JOHNSONITE
STYLE: VDL-40-SQ
COLOR: BLACK, 040
RSN-3
JOHNSONITE
STYLE: VDL-40-SQ / VIRCN-40-B (TOP NOSING ONLY)
COLOR: BLACK 040 / AND 040B (TOP NOSING ONLY)
CARPET TILE
CPT-1 MANUFACTURER: INTERFACE
PRODUCT: NET EFFECT B603
STYLE: #126680250H
SIZE: 50CM X 50 CM
COLOR: #102924 ATLANTIC
INSTALLATION: NON DIRECTIONAL
CPT-2
MANUFACTURER: INTERFACE
PRODUCT: NET EFFECT B602
STYLE: #126670250H
SIZE: 50CM X 50 CM
COLOR: #102916 ATLANTIC
INSTALLATION: TRANSITION, MONOLITHIC
LARGE FORMAT PORCELAIN PANELS
LPP-1 MANUFACTURER: FIANDRE
PRODUCT: ASTER MAXIMUM MAS161515
COLOR: URANUS MAXIMUM, HONED
SIZE: 60X60
SHERWIN WILLIAMS (FIELD NEUTRAL)
COLOR: SW #7637 OYSTER WHITE
SHERWIN WILLIAMS (CEILINGS)
COLOR: SW #7005 PURE WHITE
SHERWIN WILLIAMS (STAGE BLACK)
COLOR: SW #6990 CAVIAR
SHERWIN WILLIAMS
COLOR: MATCH EXISTING
SHERWIN WILLIAMS (ACCENT COLOR)
COLOR: SW #6502 LOCH BLUE
SHERWIN WILLIAMS (AUDITORIUM CEILING)
COLOR: SW #7016 MINDFUL GRAY
SHERWIN WILLIAMS (DOORS & FRAMES)
COLOR: SW #7017 DORIAN
SHERWIN WILLIAMS
COLOR: SW #7018 DOVETAIL
FACTORY-FINISHED WOOD DOORS
MARSHFIELD DOOR SYSTEMS
PRODUCT: SOLID-CORE FLUSH WOOD DOORS WITH WOOD
VENEER FACES
WOOD SPECIES: MATCH EXISTING
WOOD FINISH: TO MATCH EXISTING
DRAPERY FABRIC
DF-1
MANUFACTURER: KNOLL TEXTILES
PRODUCT: UTMOST #K1325/9
COLOR: BLAZER
INSTALLATION: GRAND DRAPE, SEE SPEC.
DF-2
MANUFACTURER:
PRODUCT:
COLOR: BLACK AS SELECTED FROM MANUF. STANDARD
INSTALLATION: SIDE AND REAR MASKING DRAPES ('LEGS')
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016
AS PER CONSTRUCTION DOCUMENTS
STAGE TRACK
ST-1
SEE SPECIFICATION
ST-2
SEE SPECIFICATION
ST-3
SEE SPECIFICATION
WINDOW SHADES
WS-1
MANUFACTURER: MECHOSHADE MOTORIZED SHADE
PRODUCT: ELECTRO/2 W/ SHADELOC BLACKOUT CHANNELS
W/ OPTIONAL TRIM IN QUAKER BROWN
SHADE FABRIC/COLOR: CLASSIC BLACKOUT, OYSTER 0706
WS-2
MANUFACTURER: MECHOSHADE MANUAL CLUTCH SHADE
PRODUCT: MECHO/5 BRACKET W/ FASCIA
SHADE FABRIC/COLOR: EQUINOX, DUSK 0106
EPOXY FLOORING
EPX-1 MANUFACTURER: TNEMEC
PRODUCT: DECORATIVE FLAKE EPOXY RESIN FLOORING
COLOR: CUSTOM, SEE SPEC.
INSTALLATION: 1/8" THICK
PLASTIC LAMINATE
PL-1
(BASE PANELS STAGE FRONT, DIVIDERS AT SOUND BOOTH)
NEVAMAR
COLOR: #WM0047T, ICONIC MAPLE, TEXTURED
PL-2
(COUNTERTOP AT SOUND BOOTH)
WILSONART
COLOR: #D327-60 PEPPERDUST, SUEDE
LINOLEUM TILE
RFT-1 MANUFACTURER: FORBO
PRODUCT: MARMOLEUM MODULAR TILE, 50X50CM X 2.5MM
COLOR: BLACK, 2939
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
First Floor Finish Plan,
Finish Schedule &
Finish Materials List
FIRST FLOOR FINISH PLAN
SCALE: 1/8"=1'-0"
F1.01
Architecture
Landscape Architecture
Engineering
Interiors
www.clarkenersen.com
004
005
006
100
101
102
103
104
105
203
CORRIDOR
STAIR
STAIR
ENTRANCE LOBBY
VESTIBULE
CHAPEL
STAGE
STAIR
STAIR
BALCONY
VCT-1,2
EXISTING
RB-2
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXIST/CPT-1,2 EXIST/PCB-1
CONC
CONC
CPT-1
RB-1
EPX-1,CPT-1
CONC
RB-1
SEE ARCH.
RFT-1
CONC
EXISTING
EXISTING
CONC
EXISTING
EXISTING
CPT-1, RSN-1
CONC
RB-1
-
GPDW
GPDW
CMU
-
PT-1
PT-1
PT-1
-
PT-1,LPP-1
PLASTER
CMU
EXISTING
PLASTER
PT-1
PLASTER/CMU
PT-1
PT-1,LPP-1
PLASTER
CMU
CMU
CMU
-
PT-1
PT-1
PT-1
-
GPDW
CMU
GPDW
-
PLASTER
EXISTING
GPDW
GPDW
EXISTING
PT-7
-
PLASTER
-
PT-1
PT-1
PT-1
-
CMU
CMU
CMU
-
PT-1,LPP-1 PLASTER/GPDW
-
PT-1/PT-3 PLASTER/CMU PT-1/PT-3
PT-1
GPDW
PT-1
PT-1,LPP-1
EXISTING
PT-1
GPDW
PLASTER
EXISTING
PT-1
PT-1
PT-1
-
-
PT-1
-
EXISTING
EXISTING
-
PT-1
PT-1
PT-1,PT-5
EXISTING
-
-
VCT ALT-7
PAINT ALT-6
PAINT ALT-6
7
7
4
5, PAINT ALT-6
5, PAINT ALT-6
4, 8
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
NOTES
1. ALL INTERIOR WALLS OF CHAPEL TO BE REPAIRED. PROVIDE FULL SKIM COAT AND PAINT.
2. EXTERIOR HANDRAILS TO BE PAINTED BLACK.
3. CLA = POINT OF COORDINATION BETWEEN ART INSTALLATION BY CENTER FOR
LITURGICAL ART AND GENERAL CONTRACTOR.
4. INTERIOR HANDRAILS AND GUARDRAILS TO BE PAINTED TO MATCH WALL SURFACE.
CENTER HANDRAIL AT STAGE TO BE PAINTED BLACK.
5. STAIR WALLS LOCATED DIRECTLY OFF STAGE TO BE PT-3, ALL OTHER TO BE PT-1.
6. RESILIENT WALL BASE COORDINATES WITH SURROUNDING FINISHES AS FOLLOWS:
RB-1: PAINTED WALLS ON MAIN LEVEL CHAPEL
RB-2: LOCATED IN CONJUNCTION VCT FLOORING IN LOWER LEVEL
RB-3: LOCATED AT STAIRS SERVING STAGE & BACKSTAGE AREAS ONLY
7. LIMITED REMODEL WORK THIS AREA, PATCH AND REPAIR AS REQ'D. MATCH EXISTING
ADJACENT FINISHES.
8. CONCRETE RISERS BEHIND FIXED SEATING TO BE PAINTED PT-8.
VINYL COMPOSITION TILE
VCT-1 ARMSTRONG
PRODUCT: IMPERIAL TEXTURE STANDARD EXCELON
SIZE: 12" x 12" x 1/8"
COLOR: SANDRIFT WHITE, 51858
PAINT
PT-1
PT-2
PT-3
VCT-2
ARMSTRONG
PRODUCT: IMPERIAL TEXTURE STANDARD EXCELON
SIZE: 12" x 12" x 1/8"
COLOR: MID GRAYED BLUE, 51875
RESILIENT WALL BASE
RB-1
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: SNOW WHITE, 01
PT-4
PT-5
PT-6
PT-7
PT-8
RB-2
RB-3
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: CEMENT, 121
JOHNSONITE
STYLE: 4" STRAIGHT/COVED BASE
COLOR: BLACK, 040
RESILIENT TREADS & RISERS - LANDING TILES
RTR-1 JOHNSONITE
STYLE: TWO PIECE HAMMERED TREAD, RISER, LANDING TILE
COLOR: CEMENT, 121
RTR-2
JOHNSONITE
STYLE: TWO PIECE HAMMERED TREAD, RISER, LANDING TILE
COLOR: BLACK, 040
RESILIENT STAIR NOSING
RSN-1 JOHNSONITE
STYLE: RCN-92-A
COLOR: BLUE LAGOON, 092
RSN-2
JOHNSONITE
STYLE: VDL-40-SQ
COLOR: BLACK, 040
RSN-3
JOHNSONITE
STYLE: VDL-40-SQ / VIRCN-40-B (TOP NOSING ONLY)
COLOR: BLACK 040 / AND 040B (TOP NOSING ONLY)
CARPET TILE
CPT-1 MANUFACTURER: INTERFACE
PRODUCT: NET EFFECT B603
STYLE: #126680250H
SIZE: 50CM X 50 CM
COLOR: #102924 ATLANTIC
INSTALLATION: NON DIRECTIONAL
CPT-2
MANUFACTURER: INTERFACE
PRODUCT: NET EFFECT B602
STYLE: #126670250H
SIZE: 50CM X 50 CM
COLOR: #102916 ATLANTIC
INSTALLATION: TRANSITION, MONOLITHIC
LARGE FORMAT PORCELAIN PANELS
LPP-1 MANUFACTURER: FIANDRE
PRODUCT: ASTER MAXIMUM MAS161515
COLOR: URANUS MAXIMUM, HONED
SIZE: 60X60
SHERWIN WILLIAMS (FIELD NEUTRAL)
COLOR: SW #7637 OYSTER WHITE
SHERWIN WILLIAMS (CEILINGS)
COLOR: SW #7005 PURE WHITE
SHERWIN WILLIAMS (STAGE BLACK)
COLOR: SW #6990 CAVIAR
SHERWIN WILLIAMS
COLOR: MATCH EXISTING
SHERWIN WILLIAMS (ACCENT COLOR)
COLOR: SW #6502 LOCH BLUE
SHERWIN WILLIAMS (AUDITORIUM CEILING)
COLOR: SW #7016 MINDFUL GRAY
SHERWIN WILLIAMS (DOORS & FRAMES)
COLOR: SW #7017 DORIAN
SHERWIN WILLIAMS
COLOR: SW #7018 DOVETAIL
FACTORY-FINISHED WOOD DOORS
MARSHFIELD DOOR SYSTEMS
PRODUCT: SOLID-CORE FLUSH WOOD DOORS WITH WOOD
VENEER FACES
WOOD SPECIES: MATCH EXISTING
WOOD FINISH: TO MATCH EXISTING
DRAPERY FABRIC
DF-1
MANUFACTURER: KNOLL TEXTILES
PRODUCT: UTMOST #K1325/9
COLOR: BLAZER
INSTALLATION: GRAND DRAPE, SEE SPEC.
DF-2
MANUFACTURER:
PRODUCT:
COLOR: BLACK AS SELECTED FROM MANUF. STANDARD
INSTALLATION: SIDE AND REAR MASKING DRAPES ('LEGS')
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016
AS PER CONSTRUCTION DOCUMENTS
STAGE TRACK
ST-1
SEE SPECIFICATION
ST-2
SEE SPECIFICATION
ST-3
SEE SPECIFICATION
WINDOW SHADES
WS-1
MANUFACTURER: MECHOSHADE MOTORIZED SHADE
PRODUCT: ELECTRO/2 W/ SHADELOC BLACKOUT CHANNELS
W/ OPTIONAL TRIM IN QUAKER BROWN
SHADE FABRIC/COLOR: CLASSIC BLACKOUT, OYSTER 0706
WS-2
MANUFACTURER: MECHOSHADE MANUAL CLUTCH SHADE
PRODUCT: MECHO/5 BRACKET W/ FASCIA
SHADE FABRIC/COLOR: EQUINOX, DUSK 0106
EPOXY FLOORING
EPX-1 MANUFACTURER: TNEMEC
PRODUCT: DECORATIVE FLAKE EPOXY RESIN FLOORING
COLOR: CUSTOM, SEE SPEC.
INSTALLATION: 1/8" THICK
PLASTIC LAMINATE
PL-1
(BASE PANELS STAGE FRONT, DIVIDERS AT SOUND BOOTH)
NEVAMAR
COLOR: #WM0047T, ICONIC MAPLE, TEXTURED
PL-2
(COUNTERTOP AT SOUND BOOTH)
WILSONART
COLOR: #D327-60 PEPPERDUST, SUEDE
LINOLEUM TILE
RFT-1 MANUFACTURER: FORBO
PRODUCT: MARMOLEUM MODULAR TILE, 50X50CM X 2.5MM
COLOR: BLACK, 2939
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
Second Floor Finish Plan
Finish Schedule &
Finish Materials List
SECOND FLOOR FINISH PLAN
SCALE: 1/8"=1'-0"
F1.02
SUBSCRIPT 'F' ADJACENT TO ANY DEVICE INDICATES FLOOR.
GROUND FAULT INTERRUPTER
S TE
THERMAL ELEMENT SWITCH
SO
OCCUPANCY SENSING SWITCH (SEE SPECIFICATION)
(R)
SUBSCRIPT 'R' ADJACENT TO ANY DEVICE INDICATES THE
RELOCATED POSITION OF AN EXISTING DEVICE.
20A, 125V DOUBLE DUPLEX CONVENIENCE OUTLET (NEMA 5 - 20R)
WP
WEATHERPROOF
CROSS-HATCHING INDICATES REMOVAL
20A, 125V DUPLEX CONVENIENCE OUTLET (NEMA 5 - 20R)
SPECIAL PURPOSE OUTLET, TYPE AS NOTED ON DRAWINGS.
PIGTAIL DENOTES CONNECTION TO EQUIPMENT
A
B
J
C
J
D
J
F
D
JUNCTION BOX - CEILING, FLOOR, AND WALL MOUNTING
2 GANG DATA OUTLET BOX AND COVERPLATE WITH SINGLE GANG EXTENSION
RING FLUSH MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED
2 GANG TELECOMMUNICATIONS/DATA OUTLET BOX WITH SINGLE GANG
EXTENSION RING FLUSH MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED
2' X 4' FLUORESCENT TROFFER. LETTER/NUMBER DENOTES FIXTURE
TYPE.
BRANCH CIRCUIT HOMERUN TO PANEL (NUMBER OF ARROWS INDICATES
NUMBER OF CIRCUITS. NUMBER OF TICK MARKS INDICATES NUMBER OF
WIRES) (NUMBER 12AWG, MINIMUM, UNLESS OTHERWISE NOTED). IF NO TICK
MARKS ARE SHOWN, ASSUME 3- NUMBER 12 AWG IN 3/4" CONDUIT.
1' X 4' FLUORESCENT TROFFER. LETTER/NUMBER DENOTES FIXTURE
TYPE.
SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE.
LETTER/NUMBER DENOTES FIXTURE TYPE. REFER TO DRAWINGS FOR
FIXTURE MOUNTING HEIGHT.
FLUORESCENT STRIP FIXTURE. LETTER DENOTES FIXTURE TYPE. REFER TO
DRAWINGS FOR FIXTURE MOUNTING HEIGHT.
CONDUIT AND WIRE CONCEALED. NUMBER OF TICK MARKS INDICATES
NUMBER OF WIRES (NUMBER 12AWG MINIMUM, UNLESS OTHERWISE NOTED) IF
NO TICK MARKS ARE SHOWN, ASSUME 3-NUMBER 12 IN 3/4" CONDUIT.
PARTIAL CIRCUIT
RECESSED, SURFACE OR PENDANT MOUNTED FLUORESCENT, H.I.D. OR
INCANDESCENT FIXTURE. LETTER DENOTES FIXTURE TYPE. REFER TO
DRAWINGS FOR MOUNTING DETAILS AND MOUNTING HEIGHT.
WALL MOUNTED FLUORESCENT, H.I.D. OR INCANDESCENT FIXTURE. LETTER
DENOTES FIXTURE TYPE. REFER TO DRAWINGS FOR MOUNTING HEIGHT.
G
J
CONDUIT RISER UP
CONDUIT RISER DOWN
INDICATES BUSH OR CAP
H
CONDUIT STUBBED UP 6" AFF AND CAPPED
BATTERY POWERED EMERGENCY LIGHT FIXTURE. REFER TO FIXTURE
SCHEDULE ON DRAWINGS FOR FIXTURE TYPE. REFER TO DRAWINGS FOR
FIXTURE MOUNTING HEIGHT.
WALL MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROWS AS SHOWN ON
DRAWINGS. REFER TO FIXTURE SCHEDULE FOR FIXTURE TYPE. REFER TO
DRAWINGS FOR MOUNTING HEIGHT. (DARKENED PORTION OF FIXTURE
INDICATES ILLUMINATED FACES.)
ELECTRICAL DISTRIBUTION
EQUIPMENT
CEILING MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROWS AS SHOWN ON
DRAWINGS. REFER TO FIXTURE SCHEDULE FOR FIXTURE TYPE. (DARKENED
PORTION OF FIXTURE INDICATES ILLUMINATED FACES.)
LIGHTING AND APPLIANCE PANEL
(LIGHTING) RELAY PANEL
POWER PANEL (DISTRIBUTION)
FIRE ALARM
T
TRANSFORMER
CIRCUIT BREAKER
F
FIRE ALARM MANUAL PULL STATION
FUSIBLE SWITCH
F
FIRE ALARM SPEAKER/STROBE UNIT (FIELD ADJUSTABLE)
GROUND
F
FIRE ALARM FLASHING STROBE LIGHT (FIELD ADJUSTABLE)
F
MAGNETIC DOOR HOLD OPEN DEVICE
F
P
F
S
FS
M
PNL #
POST SUPERVISORY VALVE CONTACTS
WATER FLOW SWITCH
H
D
HEAT DETECTOR - COMBINATION RATE OF RISE AND FIXED TEMPERATURE
DUCT SMOKE DETECTOR
FACP
FIRE ALARM CONTROL PANEL
FAA
FIRE ALARM ANNUNCIATOR PANEL
PANELBOARD TAG. SEE THE CORRESPONDING PANELBOARD SCHEDULE
AND/OR ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION.
3. DEVICES SHOWN WITH CROSS HATCHING AND/OR SO NOTED SHALL
BE REMOVED. ALL OTHER DEVICES SHALL BE RELOCATED, SHALL
REMAIN, OR SHALL BE ABANDONED AS SHOWN, OR AS FOLLOWS:
DEVICES SHALL BE COMPLETELY REMOVED FROM WALLS THAT
ARE ALSO SHOWN TO BE REMOVED. DEVICES SHOWN TO BE
REMOVED ON DRYWALL OR PLASTER TYPE WALLS THAT ARE TO
REMAIN SHALL HAVE THE WALL SURFACE PATCHED TO MATCH
THE EXISTING FINISH. FLUSH TYPE DEVICES SHOWN TO BE
REMOVED ON CONCRETE OR BRICK TYPE WALLS THAT ARE TO
REMAIN SHALL HAVE THE DEVICES REMOVED AND BOXES
PROVIDED WITH BLANK COVER PLATES.
4. FOR ALL HVAC CONTROL DEVICES PROVIDED BY THE ELECTRICAL
CONTRACTOR, PROVIDE ALL NECESSARY AUXILIARY COMPONENTS
AND CONTACTS TO ENSURE PROPER SYSTEM CONTROL FUNCTIONS.
FULLY COORDINATE ALL REQUIREMENTS WITH THE MECHANICAL AND
CONTROLS CONTRACTORS.
6. SEAL AROUND ALL CONDUIT AND CABLE PENETRATIONS THROUGH
WALLS, CEILINGS AND FLOORS TO MAINTAIN CODE REQUIRED
RATINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
4. CONDUITS SHALL BE COMPLETELY REMOVED FROM WALLS THAT ARE
ALSO SHOWN TO BE REMOVED. CONCEALED CONDUITS MAY BE
ABANDONED IN WALLS THAT ARE TO REMAIN. ALL CONDUITS AND
BOXES THAT ARE SURFACE MOUNTED AND NO LONGER REQUIRE
ACTIVE CIRCUITS SHALL BE REMOVED.
UNLESS OTHERWISE INDICATED PROVIDE DEDICATED NEUTRAL
CONDUCTORS FOR ALL BRANCH CIRCUITS. NEUTRAL CONDUCTORS
SHALL NOT BE SHARED BETWEEN CIRCUITS. WHERE THE DRAWINGS
INDICATE SHARED NEUTRAL CONDUCTORS FOR A MULTIWIRE BRANCH
CIRCUIT, GROUP BREAKERS TOGETHER IN ACCORDANCE WITH CODE.
5. THE CONDUCTORS FOR DEVICES SHOWN TO BE REMOVED SHALL BE
DISCONNECTED AND REMOVED BACK TO THE PANEL OR BACK TO
THE NEXT DEVICE SHOWN TO REMAIN OR AS REQUIRED BY ACTUAL
CIRCUITING. ACTUAL CIRCUITING MUST BE DETERMINED IN THE
FIELD. ALL BIDS SHOULD INCORPORATE THIS REQUIREMENT. NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CHANGES
WHICH OCCUR AS A RESULT OF EXISTING CIRCUITING. CONTINUITY
OF CIRCUITING SHALL BE MAINTAINED FOR ALL EXISTING CIRCUITS
AS REQUIRED. CONTRACTOR SHALL PROVIDE ALL NECESSARY WIRE,
CONDUIT, DEVICES AND CONNECTIONS TO ENSURE CIRCUIT
CONTINUITY TO ALL NEW AND EXISTING EQUIPMENT.
6. REFER TO ARCHITECTURAL DRAWINGS FOR WALL REMOVAL AND
WALL TYPE.
7. THE OWNER HAS THE RIGHT TO RETAIN ALL SALVAGEABLE MATERIAL.
ANY MATERIAL THE OWNER CHOOSES NOT TO ACCEPT SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
EXISTING MAIN DISTRIBUTION PANEL
'MDP'. 1200AMP, 208Y/120V, 3Ø, 4W.
8. THE OWNER WILL OCCUPY PORTIONS OF THE FACILITY THROUGHOUT
CONSTRUCTION. ELECTRICAL SYSTEMS TO OCCUPIED PORTIONS OF
THE FACILITY MUST REMAIN IN OPERATION. THE ELECTRICAL
CONTRACTOR MUST COORDINATE ALL PHASING REQUIREMENTS
WITH THE GENERAL CONTRACTOR AND THE OWNER, AND MUST
PROVIDE ALL NECESSARY DEVICES, EQUIPMENT, WIRE, CONDUIT,
AND CONNECTIONS TO ENSURE PHASING AND OWNER OCCUPANCY
REQUIREMENTS ARE SATISFIED. ALL BIDS SHOULD INCORPORATE
THIS REQUIREMENT. NO ADDITIONAL COMPENSATION WILL BE
ALLOWED FOR ISSUES AND CHANGES WHICH OCCUR AS A RESULT OF
PHASING AND OWNER OCCUPANCY REQUIREMENTS.
TO UTILITY
1
M
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1200/3
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016
MOTOR CONTROL & MOTOR
CONTROL EQUIPMENT
SUPERVISORY VALVE CONTACTS
SMOKE DETECTOR
METER
2. THE CONTRACTOR MUST FIELD VERIFY EXISTING CIRCUITING PRIOR
TO COMMENCING ANY WORK. ALL BIDS MUST INCORPORATE THIS
REQUIREMENT.
SPACE
LIGHTING
J
3. FULLY COORDINATE THE LOCATION OF ALL HVAC EQUIPMENT WITH
THE MECHANICAL AND CONTROLS CONTRACTORS. PROVIDE ALL
DEVICES (I.E. STARTERS, SWITCHES, CONTACTS, ETC.) REQUIRED TO
ENSURE SATISFACTORY OPERATION OF ALL SYSTEMS AND
EQUIPMENT. (CONTROL WIRING TO BE PROVIDED BY MECHANICAL
CONTRACTOR.) COORDINATE DEVICE REQUIREMENTS WITH ACTUAL
EQUIPMENT.
30/3
F
GFI
125/3
DIMMER SWITCH
50/3
SD
50/3
SUBSCRIPT 'ER' ADJACENT TO ANY DEVICE INDICATES EXISTING TO
BE RELOCATED.
200/3
(ER)
2. UNLESS OTHERWISE NOTED, ELECTRICAL DEVICES ARE TO BE FLUSH
MOUNTED AND ALL WIRE AND CONDUIT IS TO BE ROUTED
CONCEALED. FULLY COORDINATE INSTALLATION WITH EXISTING
CONDITIONS, AND INCLUDE PATCHING AND REFINISHING OF EXISTING
SURFACES TO ACCOMMODATE THIS REQUIREMENT.
?/3
THREE WAY SWITCH
125/3
S3
Kansas City, Missouri
1. PROVIDE ALL NECESSARY DUCT SMOKE DETECTORS AS REQUIRED.
PROVIDE ALL NECESSARY CONNECTIONS AND POWER SUPPLY
CIRCUITS (FED FROM THE NEAREST PANELBOARD OF APPROPRIATE
VOLTAGE AND SOURCE) TO SMOKE DAMPERS AND SMOKE/FIRE
DAMPERS SO THAT UPON FIRE ALARM CONDITIONS OR DUCT SMOKE
DETECTOR ACTIVATION, THE DAMPERS CLOSE. COORDINATE
DAMPER AND CONTROL LOCATIONS WITH THE ARCHITECTURAL
PLANS.
1. FULLY COORDINATE THE INSTALLATION OF ALL ELECTRICAL DEVICES
WITH THE WORK OF OTHER TRADES.
200/3
SINGLE POLE SWITCH
1. ALL OF THE DEVICES SHOWN ON THE DEMOLITION PLANS ARE
EXISTING. THE LOCATIONS OF EXISTING EQUIPMENT AND DEVICES
WERE OBTAINED FROM PREVIOUS DRAWINGS AND SITE VISITS. THE
LOCATIONS OF EXISTING EQUIPMENT AND DEVICES ARE SHOWN FOR
THE CONVENIENCE OF THE CONTRACTOR. ACCURACY OF THE
INFORMATION SHOWN IS NOT GUARANTEED. THE CONTRACTOR IS
RESPONSIBLE FOR THE VERIFICATION OF ALL EXISTING CONDITIONS
PRIOR TO SUBMITTING THE PROJECT BID. NO ADDITIONAL
COMPENSATION WILL BE ALLOWED FOR CHANGES WHICH OCCUR
AFTER BIDS ARE SUBMITTED WHICH ARE A RESULT OF EXISTING
CONDITIONS. SITE VISITS PRIOR TO SUBMISSION OF BIDS MUST BE
FULLY COORDINATED WITH THE OWNER.
FIRE ALARM SYSTEM NOTES:
?/3
S
GENERAL POWER & AUXILIARY SYSTEMS NOTES:
?/3
ABOVE FINISHED FLOOR
SUBSCRIPT 'C' ADJACENT TO ANY DEVICE INDICATES CEILING.
SUBSCRIPT 'E' ADJACENT TO ANY DEVICE INDICATES EXISTING.
GENERAL DEMOLITION NOTES:
225/3
AFF
C
(E)
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
PROJECT GENERAL ELECTRICAL NOTES
225/3
ELECTRICAL DISTRIBUTION
www.clarkenersen.com
400/3
ABBREVIATIONS
Architecture
Landscape Architecture
Engineering
Interiors
AS PER CONSTRUCTION DOCUMENTS
SPACE
ELECTRICAL ABBREVIATIONS
AND SYMBOLS LEGEND
PANEL
'F'
MOTOR - HORSEPOWER AS INDICATED ON DRAWINGS
NON-FUSED DISCONNECT SWITCH, ASSUME 30A/3P UNLESS OTHERWISE
NOTED.
PANEL
'A'
STAGE
PANEL
J
FUSED DISCONNECT SWITCH, FUSE SIZE AS NOTED ON DRAWINGS, ASSUME
30A/3P UNLESS OTHERWISE NOTED.
COMBINATION FVNR MAGNETIC MOTOR STARTER WITH HOA SELECTOR
SWITCH AND NON-FUSED DISCONNECT SWITCH, ASSUME NEMA SIZE 1
STARTER AND 30A/3P SWITCH UNLESS OTHERWISE NOTED.
SUBPANEL
J
J
J
J
STAGE
ELEVATOR WELLER
COLORTRAN AUX
HALLWAY
AUD.
FAN
DISSCONNECT
CHAPEL
AC UNIT
RM 07A
DIMMER
J
J
ORGAN INSIDE N ROOF
FAN
ELECTRIC UNIT
HEAT
EXISTING DISTRIBUTION PANEL
'WLDP'. 400AMP, 208Y/120V, 3Ø, 4W.
100/3
100/3
100/3
PANEL
'LLP2'
TOWER
PANEL
'LLP1'
100/3
100/3
PANEL
'W2LP'
SPARE
100/3
10
PANEL
'W1LP'
DEMOLITION ONE LINE DIAGRAM
NO SCALE
Panel 'W3LP' Schedule
LOCATION: STAGE 103
RCPT: STAGE LEFT SPEAKER
1
20
4
C
1560
RCPT: STAGE LEFT SUB
1
20
6
1560
A
500
RCPT: MOTORIZED SHADES
1
20
8
1000
B
1000
RCPT: STAGE FLR BOXES RIGHT
1
20
10
A
1000
3
20
1
RCPT: STAGE FLR BOXES LEFT
1000
B
5
20
1
RCPT: STAGE RIGHT SPEAKER
500
7
20
1
RCPT: STAGE RIGHT SUB
9
20
1
RCPT: STAGE SOUND RACK FLR BOX
11
20
1
RCPT: SOUND BOARD
200
C
500
SPARE
1
20
12
13
20
1
RCPT: STAGE FLR BOXES BACK
1000
A
500
SPARE
1
20
14
15
20
1
SPARE
500
B
500
SPARE
1
20
16
17
20
1
SPARE
500
C
500
SPARE
1
20
18
19
20
1
SPARE
500
A
500
SPARE
1
20
20
21
20
1
SPARE
500
B
500
SPARE
1
20
22
23
20
1
LTG: BALCONY SPEAKERS
500
C
500
SPARE
1
20
24
25
20
1
LTG: BALCONY SPEAKERS
500
A
500
SPARE
1
20
26
27
20
1
RCPT: SOUND BOARD
400
B
1700
LTG: BACK BAR LIGHTING
1
20
28
29
-
-
-
C
1700
LTG: BACK BAR LIGHTING
1
20
30
31
-
3
SURGE PROTECTION DEVICE
A
1700
LTG: BACK BAR LIGHTING
1
20
32
33
-
-
-
B
1700
LTG: BACK BAR LIGHTING
1
20
34
35
20
1
SPARE
500
C
1700
LTG: BACK BAR LIGHTING
1
20
36
37
20
1
SPARE
500
A
1700
LTG: BACK BAR LIGHTING
1
20
38
39
20
1
SPARE
500
B
500
SPARE
1
20
40
41
20
1
SPARE
500
C
1
20
42
1
2
3
4
5
6
7
8
500
SPARE
-
7660
-
4000
10200
4560
-
5000
CONNECTED LOAD
% DF
100
91
80
50
100
91
80
50
%DF
EMD
-
6964
-
2000
10200
4146
-
2500
EMD
EMD X 1.25 =
SYS. VOLT.
25810 X 1.25 =
90 A
10
11
12
13
14
15
1200/3
PANEL
'F'
PANEL
'A'
SCOPE OF WORK KEYPLAN
J
PANEL
'W3LP'
CHAPEL
AC UNIT
J
SUBPANEL
1
J
J
J
STAGE
ELEVATOR WELLER
AUX HALLWAY
AUD.
FAN
DISSCONNECT
RM 07A
CONNECTED LOAD
9
2
3
4
8
7
6
5
10
SPARE
PANEL
'W1LP'
PANEL
'W2LP'
PANEL
'LLP2'
TOWER
PANEL
'LLP1'
J
J
ORGAN INSIDE N ROOF
FAN
ELECTRIC UNIT
HEAT
EXISTING DISTRIBUTION PANEL
'WLDP'. 400AMP, 208Y/120V, 3Ø, 4W.
1
30/3
500
1000
TO UTILITY
125/3
2
RCPT: STAGE FLR BOXES BACK
LOAD SERVED
SPARE
50/3
20
1
MECH.
100/3
1
RECP.
20
RECP.
50/3
RCPT: STAGE FLR BOXES RIGHT
LTG.
1
LTG.
100/3
C
PHASE
P
200/3
A
SPARE
A
100/3
P
MECH.
C
3
?/3
LOAD SERVED
2
MINIMUM AIC: 42,000
LIGHTING AND APPLIANCE
PANEL TYPE:
EXISTING MAIN DISTRIBUTION PANEL
'MDP'. 1200AMP, 208Y/120V, 3Ø, 4W.
MOUNTING: RECESSED
LOAD (VA)
LOAD (VA)
100/3
208Y/120 V, 3PH, 4W
125/3
VOLTAGE:
100/3
225A
XXX/3
MAIN BUS:
100/3
DOOR MONITOR SWITCH
8
7
6
5
225/3
DM
SPACE
ELECTRIC DOOR LOCK
4
SPACE
EL
?/3
SECURITY SYSTEM CARD READER AND OUTLET BOX
SPACE
CR
SPACE
INTERCOM/PUBLIC ADDRESS SPEAKER - RECESSED
3
225/3
S
2
SPACE
INTERCOM/PUBLIC ADDRESS SPEAKER - WALL MOUNTED
1
225/3
S
400/3
2 GANG TV OUTLET BOX WITH SINGLE GANG EXTENSION RING FLUSH
MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED.
SPACE
TV
DISCONNECT BY OTHERS.
SPACE
SPECIAL SYSTEMS
SPACE
PUSH BUTTON
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
ONE LINE DIAGRAM
NO SCALE
ONE LINE DIAGRAM NOTES:
1
NEW PANELBOARD PROVIDED IN-PLACE OF EXISTING PULLBOX. CIRCUIT VIA NEW CIRCUIT BREAKER WITH (4)
#4/0'S & (1) #4 GROUND IN A 2 1/2" CONDUIT. RE-ROUTE ANY EXISTING CABLING THROUGH NEW 3/4"
CONDUITS. NEW CIRCUIT BREAKER SHALL BE FULLY COMPATIBLE WITH EXISTING PANEL AND NOT VIOLATE
THE PANELS UL OR FAULT CURRENT RATING.
2
NEW CIRCUIT BREAKER SHALL BE FULLY COMPATIBLE WITH EXISTING PANEL AND NOT VIOLATE THE PANELS
UL OR FAULT CURRENT RATING.
3
PROVIDE CONNECTION TO, SOUND SYSTEM CONTRACTOR SUPPLIED, DIMMING CABINET. COORDINATE
EXACT CONNECTION DETAILS PRIOR TO INSTALLATION.
MAIN BREAKER SIZE: 225/3
208 X 1.73
Electrical Abbrieviations
& Symbols Legend
E0.00
Architecture
Landscape Architecture
Engineering
Interiors
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
1
(E)
MDP
A
(E)
2
3
2
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016
AS PER CONSTRUCTION DOCUMENTS
1
3
BASEMENT POWER & AUXILIARY SYSTEMS PLAN NOTES:
1
STUB (1) 4" CONDUIT UP THROUGH THE FLOOR IN THIS LOCATION. BUSH CONDUIT ENDS.
2
WIRE BASKET 2" X 6" CABLE TRAY, MOUNTED ABOVE THE ACCESSIBLE CEILING.
3
STUB (1) 4" CONDUIT THROUGH THE WALL, ABOVE THE ACCESSIBLE CEILING, IN THIS LOCATION. BUSH
CONDUIT ENDS.
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
BASEMENT FLOOR PLAN
BASEMENT POWER & AUXILIARY SYSTEMS PLAN
SCALE: 1/8"=1'-0"
Basement Power &
Auxiliary Systems Plan
E1.01
Architecture
Landscape Architecture
Engineering
Interiors
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
4
J
F
F
(E)
W3LP-1
12
11
W3LP
J
J
3
W3LP-9
J
J
STAGE
103
J
F
4
F
W3LP-10
W3LP-3
(E)
4
J
6
(E)
J
J
F
J
F
5
6
W3LP-4
6
J
+228"
J
+228"
J
12
12
+236"
J
CATWALK
ACCESS
106
5
12
+228"
(E)STAIR
104
F
W3LP-6
+80" F
(E)
J
+80"
J
J
F
5
+228"
J
+228"
J
5
+228"
5
W3LP-25
7
(E)
\A1;3'-0"
8
2
\A1;4'-0"
W3LP-11
W3LP-27
+236"
J
?
#
?- #
\A1;3'-4"
\A1;3'-1"
J
10
J
12
\A1;2'-8"
J
W3LP-2
F
4
5
W3LP-5
F
F
F
J
F
(E)
+236"
J
J
6
10
(E)
4
4
4
4
+80"
J
F +80"
J
F
W3LP-13
F
W3LP-7
\A1;2'-0"
4
F
STAIR
105
F
1
12
2
F
(E)
\A1;3'-0"
J
4
J
W3LP-23
\A1;4'-0"
J
CHAPEL/CHAPEL
102
ISSUED 04/01/2016
F
(E)
8
FIRST FLOOR POWER & AUXILIARY SYSTEMS PLAN NOTES:
9
STAIR
EXTERIOR
VESTIBULE
124
CORRIDOR
110
(E)
F
CORRIDOR
111
WOMEN'S RR
112
STAIR
100a
ELEVATOR
122
ELECTRICAL CONNECTION TO DOWNSTAGE LIGHTING. CIRCUIT TO PANEL VIA THE NEW, SOUND SYSTEM
CONTRACTOR PROVIDED, DIMMING CABINET. COORDINATE EXACT LOCATION AND CONNECTION DETAILS
WITH THE SOUND SYSTEM SUPPLIER/INSTALLER PRIOR TO INSTALLATION.
2
(1) 4" CONDUIT STUBBED DOWN THROUGH FLOOR, IN THIS LOCATION. SEE THE BASEMENT POWER &
AUXILIARY SYSTEMS PLAN FOR ADDITIONAL INFORMATION.
3
SOUND SYSTEM RACK FLOOR BOX (ACE BACKSTAGE CO# 124SLBK) PROVIDE BOX WITH (2) DUPLEX
RECEPTACLES AND (2) COMMUNICATIONS FACEPLATE. COORDINATE EXACT WORK WITH THE SOUND SYSTEM
SUPPLIER/ INSTALLER.
4
STAGE FLOOR BOX (ACE BACKSTAGE CO# 122SLBK). PROVIDE BOX WITH (1) DUPLEX RECEPTACLE AND (1)
COMMUNICATIONS FACE PLATE. COORDINATE EXACT WORK WITH THE SOUND SYSTEMS SUPPLIER/
INSTALLER. ROUTE (1) 1" CONDUIT FROM THE COMMUNICATIONS COMPARTMENT OF THE BOX AND CONNECT
TO THE SOUND SYSTEM RACK.
5
2-GANG JUNCTION BOX WITH 1-GANG EXTENSION RING. ROUTE (1) 1" CONDUIT FROM BOX AND CONNECT TO
THE SOUND SYSTEM RACK. COORDINATE EXACT LOCATION AND CONNECTION DETAILS WITH THE SOUND
SYSTEM SUPPLIER/INSTALLER PRIOR TO INSTALLATION.
6
ELECTRICAL CONNECTION TO SOUND SYSTEM SPEAKER. COORDINATE EXACT LOCATION AND CONNECTION
DETAILS WITH THE SOUND SYSTEM SUPPLIER/INSTALLER PRIOR TO INSTALLATION.
7
ELECTRICAL CONNECTION TO BALCONY SPEAKERS. COORDINATE EXACT LOCATION AND CONNECTION
DETAILS WITH THE SOUND SYSTEM SUPPLIER/INSTALLER PRIOR TO INSTALLATION.
8
ELECTRICAL CONNECTION TO MOTORIZED SHADES. CONNECT SHADES TO SOUND SYSTEM CONTROL.
COORDINATE EXACT LOCATION AND CONNECTION DETAILS WITH THE ARCHITECTURAL PLANS AND THE
SOUND SYSTEM SUPPLIER/INSTALLER PRIOR TO INSTALLATION.
STAIR
100b
(E)
CORRIDOR
116
CORRIDOR
121
OPEN OFFICE
113
ENTRANCE LOBBY
100
OFFICE
120
FACP
(E)
OPEN OFFICE
117
OFFICE
119
1
STAIR
EXTERIOR
FAA
OPEN OFFICE
123
OFFICE
118
AS PER CONSTRUCTION DOCUMENTS
STORAGE
107
STORAGE
108
MEN'S RR
109
SHEET HISTORY:
7
W3LP-8
\A1;3'-0"
+236"
OPEN OFFICE
115
9
MOVE EXISTING COVE LIGHTING AS FAR DOWN AS POSSIBLE IN LIGHTING COVE. MOUNT SO NO PART OF THE
LIGHT FIXTURE IS VISIBLE FROM BELOW
10
ELECTRICAL CONNECTION TO SIDE LIGHTING BARS. CIRCUIT TO PANEL VIA THE NEW, SOUND SYSTEM
CONTRACTOR PROVIDED, DIMMING CABINET. COORDINATE EXACT LOCATION AND CONNECTION DETAILS
WITH THE SOUND SYSTEM SUPPLIER/INSTALLER PRIOR TO INSTALLATION.
11
PROVIDE PANEL WITH SURGE PROTECTIVE DEVICE. MOUNT DEVICE ADJACENT TO PANEL SO THAT ITS
CONDUCTORS ARE AS SHORT AS POSSIBLE. SIZE THE CONDUCTORS AND CIRCUIT BREAKER ACCORDING TO
THE DEVICE MANUFACTURES INSTALLATION INSTRUCTIONS. THE PANELBOARD SCHEDULE AND THE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
12
CIRCUIT TO A 120V, 1P, 20A BREAKER IN THE, SOUND SYSTEM CONTRACTOR SUPPLIED, DIMMING CABINET.
COORDINATE EXACT CONNECTION DETAILS WITH THE SOUND SYSTEM CONTRACTOR PRIOR TO
INSTALLATION.
OFFICE
114
SCOPE OF WORK KEYPLAN
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
FIRST FLOOR POWER & AUXILIARY SYSTEMS PLAN
SCALE: 1/8"=1'-0"
First Floor Power &
Auxiliary Systems Plan
E1.02
Architecture
Landscape Architecture
Engineering
Interiors
www.clarkenersen.com
Lincoln, Nebraska
1010 Lincoln Mall, Suite 200
Lincoln, NE 68508-2883
402 477.9291 Fax 402 477.6542
Kansas City, Missouri
\A1;8'-6"
STAGE
3
AUDITORIUM / CHAPEL BELOW
ORGAN LOFT
CATWALK
(ABOVE)
?
#
?- #
SHEET HISTORY:
ISSUED 04/01/2016
AS PER CONSTRUCTION DOCUMENTS
2
J
AUDITORIUM /
CHAPEL BALCONY
203
W3LP-32,34
C
F
(E)
W3LP-36,38
1
W3LP-28,30
C
F
(E)
C
F
(E)
J
J
J
1
SPOTLIGHT
207
STAIR
EXTERIOR
CONFERENCE ROOM
217
ALCOVE
202
MEN'S RR
205
SECOND FLOOR POWER & AUXILIARY SYSTEMS PLAN NOTES:
WOMEN'S RR
206
OFFICE
218
ELECTRICAL CONNECTION TO BACK OF HOUSE LIGHTING BARS. CIRCUIT TO PANEL VIA THE NEW, SOUND
SYSTEM CONTRACTOR PROVIDED, DIMMING CABINET. COORDINATE EXACT LOCATION AND CONNECTION
DETAILS WITH THE SOUND SYSTEM SUPPLIER/INSTALLER PRIOR TO INSTALLATION.
2
2-GANG JUNCTION BOX WITH A SINGLE GANG EXTENSION RING. MOUNT BOX CENTERED VERTICALLY IN THE
BALCONY KNEE WALL. ROUTE A 1" CONDUIT CONCEALED FROM BOX TO THE SOUND BOARD STATION ON THE
FIRST FLOOR. BUSH THE CONDUIT END.
3
APPROXIMATE LOCATION OF SOUND SYSTEM CONTRACTOR SUPPLIED DIMMING CABINET. COORDINATE
EXACT CONNECTION DETAILS WITH THE SOUND SYSTEM CONTRACTOR PRIOR TO CONSTRUCTION.
CLASSROOM
207
STAIR
201
ELEVATOR
220
CORRIDOR
219
1
STAIR
EXTERIOR
CORRIDOR
204
SCOPE OF WORK KEYPLAN
TELE / ELEC.
212
OPEN OFFICE
216
COPY ROOM
215
MECHANICAL
213
OPEN OFFICE
210
OFFICE
214
Concordia University Nebraska
Weller Hall Interior
Improvements - Phase 3
TELE / ELEC.
211
STORAGE
209
OPEN OFFICE
208
800 N. Columbia Ave.
Seward, Nebraska
TCEP No.: 530-021-15
April 1, 2016
SECOND FLOOR PLAN
SECOND FLOOR POWER & AUXILIARY SYSTEMS PLAN
SCALE: 1/8"=1'-0"
Second Floor Power &
Auxiliary Systems Plan
E1.03
Download