UP DN
DN
UP
DN
DN
DN
UP
DN
DN UP
DN
DN
DN
UP
DN UP
DN
DN
DN
DN
UPUP
(ABANDONED STAIR)
ST13
V210
228C
228D
228B
228A
H209228E
228F
227J
227I
227K
227H 227G
227F
227E 227D 227C 227B 227A
227L
227L1
227M
227N
227Z1
227X
227T227S227R227Q227O
229
229A 229B
V201
V202
ST01
ST02
V204
ST07
201
H201
202 203 204 205
ST04
206
207A207B207C
209
208
210 210A
210C 210B
H202
EV02ST05
211 212
213
214
V206
215 215AV207 216
V208
217V205EV01
ST06
218218G
218A
218B218C218D
218E218F
H204
H203
222HEV03
ST08
ST09
225B
224
220H
226
219
219A
221C
221B
221
H207
ST10
225A
225
223
H206222E
222F
222G
220F 220G
H208
222D
222
222A 222B 222C
220A
220B
220C
220D
220E
220I
220K
220J
220
229C 229D
227Z
227P
227U
227Y227W
V209
200
V211
H210
228
227
ST03
222I
218H
1' - 6"
5' -
0"
MIN
PULL SIDE
FRONT APPROACHES
4' -
0"
IF DOOR HAS BOTHA CLOSER & LATCH
PUSH SIDE
1' - 0"
3' - 0" MIN
PULL SIDE
HINGE APPROACHES
3' -
6"
PUSH SIDE
5' -
0"
3' - 6" MIN
4' -
6"
MIN
MIN
1' - 10"
MIN4'-0
" M
IN IF
DO
OR
HA
S B
OT
H A
CLO
SE
R &
LA
TC
HM
IN
2' - 0"
4' -
0"
MIN
PULL SIDE
LATCH SIDE APPROACHES
54"
MIN
IFD
OO
R H
AS
AC
LOS
ER
PUSH SIDE
2' - 0"
3' -
6"
MIN
4' - 0"
MIN
TWO HINGED DOORS IN A SERIES
NOTE:DIMENSIONS AND CLEARANCES SHOWN MUSTBE PROVIDED AT ALL DOORS. CONTRACTORSHALL REVIEW FIELD LAYOUT AND CONFIRMTHAT ALL OF THE APPROPRIATE CLEARANCESARE PROVIDED. ANY DISCREPANCIES SHALLBE BROUGHT TO THE ARCHITECT'S ATTENTION.ANY REMEDIAL WORK THAT SHOULD HAVEBEEN AVOIDED BY BRINGING DISCREPANCIESTO THE ARCHITECT'S ATTENTION SHALL BE ATTHE CONTRACTORS EXPENSE.
MIN
4'-0
" M
IN IF
DO
OR
HA
S A
CLO
SE
R
MIN
1' - 0"
MIN
MIN
IF DOOR HAS BOTHA CLOSER & LATCH
5' -
0"
MIN
2ND FLOOR - KEY PLAN
AREA OF WORK
CONCRETE
CONCRETE MASONRYUNIT (CMU)
BRICK
STEEL
SAND, PLASTER,CEMENT, GROUT,GYPSUM BOARD
WOOD (ROUGH)
WOOD FINISHED
PLYWOOD
BATT INSULATION
POROUS FILL(STONE OR GRAVEL)
RIGID INSULATION
COMPACTED EARTH
AFFAFGALUMARCHBLKGBUCLCJCLGCTRCONCCMUCONTDIADSDWGEXTEXISTEAEJELECELELEVEQUIPEWCFINFBFDFOFFOSFRFVGAGALVGYP BDHMHORIZHTHVACIDINSULJTLAV
ABOVE FINISH FLOORABOVE FINISHED GRADEALUMINUMARCHITECTURALBLOCKINGBUILT-UP ROOFCENTERLINECONTROL JOINTCEILINGCENTERCONCRETECONCRETE MASONRY UNITCONTINUOUSDIAMETERDOWN SPOUTDRAWINGEXTERIOREXISTINGEACHEXPANSION JOINTELECTRICALELEVATIONELEVATOREQUIPMENTELECTRIC WATER COOLERFINISHFLOOR BOXFLOOR DRAINFACE OF FINISHFACE OF STUDFIRE RETARDANTFIELD VERIFYGAUGEGALVANIZEDGYPSUM BOARDHOLLOW METALHORIZONTALHEIGHTHEATING VENTILATION AIR-CONDITIONINGINSIDE DIAMETERINSULATIONJOINTLAVATORY
MAXMECHMFRMINMONICNOMNTSOCODOHORDOSPPLPRPTR, RADREQDRDROSFSIMSPECSSSTDSTRSUSPTOSTOWTYPUNOVERTVCTW/WCWRWWFWDWPVTR
MAXIMUMMECHANICALMANUFACTURERMINIMUMMASONRY OPENINGNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROPPOSITE HANDOVERFLOW ROOF DRAINOVERFLOW SCUPPERPAINTPLATE, PROPERTY LINEPAIRPRESSURE TREATEDRADIUSREQUIREDROOF DRAINROUGH OPENINGSQUARE FEETSIMILARSPECIFICATIONSSTAINLESS STEELSTANDARDSTRUCTURALSUSPENDEDTOP OF STEELTOP OF WALLTYPICALUNLESS NOTED OTHERWISEVERTICALVINYL COMPOSITION TILEWITHWATER CLOSETWATER RESISTANTWELDED WIRE FABRICWOODWORKING POINTVENT THROUGH ROOF
101A
DETAIL NUMBER
PLAN DETAIL REFERENCE
WALL SECTION / DETAIL SECTION REFERENCE
ELEVATION REFERENCE
BUILDING SECTION REFERENCE
ALTERNATE ELEVATION REFERENCE
ROOM TAG SYMBOL
DOOR TAG SYMBOL
ROOM NAME
ROOM NUMBER
ROOM NET AREA (WHERE SHOWN)
DOOR NUMBER
OFFICE101A
150 SF
SCALE:1 DRAWING TITLE
1/8" = 1'-0"A1.1
SHEET NUMBER WHERE DETAIL IS SHOWN
A1.11
SIM
1
A1.1
DETAIL NUMBER
SHEET NUMBER WHERE DETAIL IS SHOWN
DETAIL NUMBER
SHEET NUMBER WHERESECTION / DETAIL IS SHOWN
1
1
A1.1
SECTION NUMBER
SHEET NUMBER WHERESECTION IS SHOWN
1
A1.1
1
A1.1
ELEVATION NUMBER
SHEET NUMBER WHEREELEVATION IS SHOWN
1
A1.1
3
24
PARTITION TYPE
REVISION SYMBOL
CLOUD AROUND REVISION
FIRE EXTINGUISHER INWALL MOUNTED CABINET(SURFACE MOUNTED)
FEC
DRAWING REFERENCE
SIM SIMILAR CONDITIONOH OPPOSITE HANDOPP OPPOSITE HANDROT ROTATED CONDITION
FIRST FLOOR+10'-0"
ITEM IDENTIFIED
ELEVATION ABOVEFINISH FLOOR
7' - 0"
DETAIL TITLE
DIMENSION TO FACE OR EDGE
7' - 0" DIMENSION TO CENTERLINE
FE FIRE EXTINGUISHER ONWALL BRACKET
GYPSUM BOARDCONTROL JOINT
ONE-HOUR FIRE RATED WALL ASSEMBLY
TWO-HOUR FIRE RATED WALL ASSEMBLY
THREE-HOUR FIRE RATED WALL ASSEMBLY
FOUR-HOUR FIRE RATED WALL ASSEMBLY
FIRE RATED WALL SYMBOLS
NOTE: SEE PARTITION TYPES FOR UL DESIGNATION NO.'S
SMOKE PARTITION
CJ
OFFICE
CLOSET
MENS
WOMENS
OFFICE
STUDENTGOVERNMENT
STORAGE227-15
LEADERSHIPCENTER
227-12
MECHANICAL227-14
OFFICE
WORK ROOM /STORAGE
227-13
CHASE
AMPHITHEATER227-11
SM MTG227-10
SM MTG227-09 SM MTG
227-07
SM MTG227-06
MEETING227-05
COLLABORATION227-02
DIRECTOR &ADMIN AREA
227-03
LOBBY227-01
CORR227-08
CREDIT UNION
CAP. 170 PREQ'D 20 P
158 FT - TOTAL67 FT - COMMONPATH
OFFICE OFFICE OFFICE
FE
FEC
34"
34"
CAP. 170 PREQ'D 39 P
2 HOUR MINIMUM FIRESHUTTER, PER BUILDINGCODE SECTION 707.6EXCEPTION 3.
BUISNESS, GROUP B3,828 SF / 100 GROSS39 PEOPLE
BUSINESS, GROUP B1,820 SF / 100 GROSS19 PEOPLE
FE
FEC
EXIT LIGHT WITH ARROW DIR. (SEE REFLECTEDCEILING PLANS AND ELECTRICAL)
EXIT WIDTH
EGRESS PATH AND TRAVEL DISTANCE
FIRE EXTINGUISHER CABINET
BRACKET MOUNTED FIRE EXTINGUISHER
TWO HOUR FIRE BARRIER
72"
200'
LIFE SAFETY LEGEND
1. OCCUPANCY (PER IBC CHAPTER 3)A. OCCUPANCY CLASSIFICATION: BUSINESS, GROUP B
2. TYPE OF CONSTRUCTION (PER IBC CHAPTER 6)A. CONSTRUCTION CLASSIFICATION: TYPE II-BB. IS THE BUILDING CONSTRUCTION PROTECTED OR UNPROTECTED? UNPROTECTEDC. IS THE BUILDING CONSTRUCTION OF COMBUSTIBLE OR NONCOMBUSTIBLE MATERIALS? NONCOMBUSTIBLED. IS THE BUILDING PROVIDED WITH A FIRE PROTECTION SPRINKLER SYSTEM? NO
3. OCCUPANT LOAD FOR AREAS OF RENOVATION SHOWN ON LIFE SAFETY DRAWING
PROJECT DESIGNED IN ACCORDANCE WITH:
BUILDING CODE INFORMATION:
A. INTERNATIONAL BUILDING CODE (IBC), 2012 EDITIONB. INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2012 EDITIONC. INTERNATIONAL FIRE CODE (IFC), 2012 EDITIOND. INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2009 EDITIONE. INTERNATIONAL FUEL GAS CODE (IFGC), 2012 EDITIONF. INTERNATIONAL MECHANICAL CODE (IMC), 2012 EDITIONG. INTERNATIONAL PLUMBING CODE (IPC), 2012 EDITIONH. INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE (IPSDC), 2012 EDITIONI. INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC), 2012 EDITIONJ. INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS (IRC), 2012 EDITIONK. INTERNATIONAL WILDLAND - URBAN INTERFACE CODE (IUWIC), 2012 EDITIONL. NATIONAL ELECTRICAL CODE (NEC), NFPA 70, 2011 EDITIONM. NATIONAL ELECTRICAL SAFETY CODE, ANSI-C2-2012 EDITIONN. ICC/ANSI-A117.1-2009, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIESO. STATE FIRE MARSHAL RULES, REGULATIONS AND POLICIES, LATEST REVISIONP. SOUTH CAROLINA ELEVATOR CODE AND REGULATIONS AND ASME A17.1Q. STATE OF SC TELEPHONE EQUIPMENT ROOM AND COMMUNICATIONS/DATA SYSTEMS POLICIES AS FORMULATED BY
THE OFFICE OF INFORMATION RESOURCES (OIR) TELECOMMUNICATIONS
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
C:\U
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4 10
:25:
01 A
M
T1.1
COVER SHEET, INDEXOF DRAWINGS, CODEANALYSIS
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
ARCHITECTURAL
MD1.1 DEMOLITION FLOOR PLANMD1.12 DEMOLITION FLOOR PLANM1.1 FLOOR PLANM1.2 FLOOR PLANM2.1 DETAILS, NOTES, SCHEDULES AND LEGEND
T1.1 COVER SHEET, INDEX OF DRAWINGS, CODE ANALYSIS
ARCHITECT
QUACKENBUSH ARCHITECTS + PLANNERS1217 HAMPTON STREETCOLUMBIA, SC 29201
T: 803-771-2999F: 803-771-2858
DESIGN TEAM
MECHANICAL & PLUMBING ENGINEER
SWYGERT & ASSOCIATES1315 STATE STREETCOLUMBIA, SC 29211
T: 803-791-9300F: 803-791-0830
ELECTRICAL ENGINEER
BELKA ENGINEERING ASSOCIATES, INC.7 CLUSTERS COURTCOLUMBIA, SC 29210
T: 803-731-0650F: 803-731-2880
INDEX OF DRAWINGS
ARCHITECT'S PROJECT NUMBER 14.150.00
MAY 29, 2014
RUSSELL HOUSE LEADERSHIP &SERVICE CENTER RENOVATION
MECHANICAL
E0.1 ELECTRICAL SYMBOL LEGEND & SCHEDULESE1.0 POWER/SYSTEMS PLANSE2.0 LIGHTING PLANS
ELECTRICALA B B R E V I A T I O N S
ANSI A117.1 MANEUVERING CLEARANCES
MATERIALS LEGEND
SYMBOLS
A1.0 DEMOLITION PLANSA1.1 FLOOR PLANA1.2 REFLECTED CEILING PLANA1.3 FINISH FLOOR PLAN, FINISH SCHEDULE & MATERIALS & FURNITURE PLANA2.1 BUILDING SECTIONSA2.2 ENLARGED PLANSA2.3 INTERIOR ELEVATIONSA3.1 PLAN DETAILSA3.2 INTERIOR SECTIONS DETAILSA3.3 BAY WINDOW PLANS, SECTIONS & ELEVATIONSA3.4 BAY WINDOW DETAILSA4.1 CASEWORK ELEVATIONS, SECTIONS & DETAILS - DOOR SCHEDULE, TYPES
& DETAILS
STRUCTURAL ENGINEER
JOHNSON & KING ENGINEERS1223 ELMWOOD AVENUECOLUMBIA, SC 29201
T: 803-779-8830F: 803-779-8831
S1.1 PARTIAL FRAMING PLANSS1.2 STRUCTURAL DETAILSS1.3 STRUCTURAL DETAILS
STRUCTURAL
P1.1 FLOOR PLAN, SECTIONS, NOTES, SCHEDULE AND LEGEND
PLUMBING
FP1.1 FLOOR PLAN, SECTIONS, NOTES, SCHEDULE AND LEGEND
FIRE PROTECTION
STATE PROJECT NUMBER H27-Z145
SCALE: 1/8" = 1'-0"T1.1
1 LIFE SAFETY - FLOOR PLAN
P R O J E C T L O C A T I O N
N
CODE ANALYSIS
12
10
9
7
A B C D
OFFICE227E
OFFICE227D
OFFICE227C
MENS228E
WOMENS228F
ELEC/COMM227F
227XEXISTING
MECHANICAL
227UEXISTING CREDIT
UNION
STUDENTGOVERNMENT
227CC
A1.03
227P
227Z
227N
227Q 227R 227S 227T227O
227M227L
227B 227A 227
227Z1M2
F1
F1
F1
F1F1F1F1F1
F3
F1 F1 F1
D2
D2
D2
D2
D2
D2D2D2
D2
D2
D2
D2
D2
D2
M2
M2
M3
M2M2
F4F1
F1
F1
F1
F2M4
E
D4
M2
M2
D1
D5M6
M7
M8
EXISTING TEMPORARYCONSTRUCTION BARRIER/ WALL (INSTALLED INSEPARATE CONTRACT).MAINTAIN FOR DURATIONOF PROJECT, REMOVE ATPROJECT COMPLETION.
EXISTING RAMP
PA
TH
TO
EX
IST
ING
RA
MP
FO
R A
LL M
AT
ER
IAL
RE
MO
VA
L
EXISTINGMAIN LOBBY
M5
F5
F2
M9
M10
D1 EXISTING WALL TO REMAIN, EXISTING WALL COVERING AND WOOD TRIM (8' AFF) AND ASSOCIATEDADHESIVES AND RESIDUE TO BE REMOVED IN THEIR ENTIRETY. PREPARE WALL TO RECEIVENEW FINISH.
EXISTING DOOR AND FRAME TO BE REMOVED IN THEIR ENTIRETY (INCLUDING ALL ASSOCIATEDHARDWARE). TURN LOCKSET OVER TO OWNER.
NOT USED
REMOVE EXISTING STOREFRONT DOOR, ASSOCIATED HARDWARE AND 1" SUB-FRAME. SEE PLANDETAIL AND DOOR TYPES FOR ADDITIONAL INFORMATION. DO NOT REMOVE DOOR UNTIL NEWREPLACEMENT DOOR IS READY FOR INSTALLATION.
REMOVE EXISTING METAL STUD AND PIPE CHASE AT EXISTING ROOF DRAIN PIPE TO BEREMOVED, SEE PLUMBING FOR PIPE REROUTING.
DEMOLITION NOTES TO SHEET
D2
D3
DA.
DB.
DC.
DD.
DE.
DF.
DG.
DH.
DI.
DJ.
DK.
DL.
DM.
DN.
DO.
DP.
GENERAL DEMOLITION NOTES:
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED IN ITS ENTIRETY(TYPICAL ALL ROOMS WITHIN RENOVATION SPACE)
EXISTING ACOUSTICAL CEILING TILE AND GRID TO BEREMOVED IN ITS ENTIRETY
EXISTING AREA NOT INCLUDED IN PROJECT. NODEBRIS OR CONSTRUCTION MATERIALS SHALL BESTORED IN THESE AREAS. PROTECT DURINGCONSTRUCTION.
DEMOLITION LEGEND:
F1 AREA OF CARPET PREVIOUSLY REMOVED BY OWNER, REMOVE ALL ASSOCIATED MASTIC AND RESIDUE INTHEIR ENTIRETY. REMOVE ALL REMAINING WALL BASE (WOOD OR VINYL). PREPARE SURFACES AS REQ'DTO RECEIVE NEW FLOORING AS SCHEDULED.
AREA OF VCT PREVIOUSLY REMOVED, REMOVE ALL ASSOCIATED ADHESIVES AND RESIDUE IN THEIRENTIRETY. REMOVE ASSOCIATED VINYL WALL BASE & MASTIC. PREPARE SURFACES TO RECEIVE NEWFLOORING AS SCHEDULED.
REMOVE STEEL AND MTL DECKING FLOOR IN ITS ENTIRETY WHERE EXISTING STAIR IS REMOVED. SEESTRUCTURAL DRAWINGS FOR NEW CONCRETE FLOOR SYSTEM.
REMOVE EXISTING TERRAZZO FLOORING TO BOUNDARY AS SHOWN ON PLAN. THE EXTENT OF TERRAZZOTO BE REMOVED ADJACENT TO THE MAIN LOBBY SHALL ALIGN WITH INSIDE JAMB OF NEW COILING DOOR,SEE PLAN DETAILS. SAW CUT EXISTING TERRAZZO WITH DIAMOND BLADE FLUSH AND STRAIGHT FORINSTALLATION OF NEW TRANSITION. EXISTING TERRAZZO TO REMAIN SHALL BE PROTECTED, ANYRESULTING DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE PORTION OF TERRAZZOTO BE REMOVED IS INSTALLED OVER AN EPOXY MEMBRANE LAYER AND CERAMIC TILE.
REMOVE EXISTING TERRAZZO BASE AND SALVAGE TO BE USED AT EXISTING CONCRETE COLUMN ATOPPOSITE END TO BE FURRED WITH METAL STUDS & GYP.
FLOORING
F2
F3
WALLS & DOORS / FRAMES
D4
M1 NOT USED.
EXISTING WOOD BASE & WOOD TRIM TO BE REMOVED IN ITS ENTIRETY. REMOVE ANY PROTRUDINGOBJECTS / EQUIPMENT REMAINS THAT INTERFERE WITH NEW STUD FURRING INSTALLATION.
REMOVE ALL CASEWORK, COUNTERTOPS AND FIXED EQUIPMENT INCLUDING FRIDGE, MICROWAVEAND MAILBOXES RETURN EQUIPMENT TO OWNER.
REMOVE EXISTING FIRE EXTINGUISHER AND CABINET. RETURN CABINET TO OWNER. INSTALLEXISTING FE IN NEW (WALL MOUNTED) LOCATION.
EXISTING STAINLESS STEEL CORNER GUARDS TO BE REMOVED; SAVE AND PROTECT FORREINSTALLATION; REFER TO FINISH PLAN FOR NEW LOCATIONS.
EXISTING DUCTWORK TO BE REMOVED AND REROUTED, SEE MECHANICAL.
EXISTING FIRE PROTECTION STANDPIPE TO BE REMOVED AND REROUTED, SEE FIRE PROTECTION.
EXISTING CONCRETE STAIR TO BE REMOVED IN ITS ENTIRETY FROM SECOND FLOOR LEVEL TOTHIRD FLOOR LEVEL (INCLUDING INTERMEDIATE LANDING AND ALL ASSOCIATED SUPPORTS).COORDINATE REQUIRED DEMO OF STAIR WITH INSTALLATION OF NEW CONCRETE FLOOR SLAB.SEE STRUCTURAL DRAWINGS FOR INFORMATION ON NEW SLAB.
REMOVE WALL METAL STUD AND GYPSUM FURRING AT EXISTING CONCRETE COLUMNS.
NEW TEMPORARY CONSTRUCTION PARTITION: 2X4 WOOD STUDS @ 16" O.C. W/ ONE LAYER OF 5/8"GYPSUM WALLBOARD APPLIED TO ONE SIDE (STUDENT GOV). ALL WALL ATTACHMENT METHODSSHALL BE REVIEWED WITH ARCHITECT AND OWNER ON SITE PRIOR TO INSTALLATION. INSTALLPORTION OF WALL TO FUNCTION AS 4'(W) X 8'(H) DOOR.
MISCELLANEOUS (EQUIPMENT, STAIRS, MAILBOXES, SHELVING, ETC.)
M2
M3
M4
M5
F4
C1 REMOVE EXISTING GYPSUM BOARD & METAL STUD SOFFIT THIS AREA
EXISTING ACOUSTICAL CEILING TILES AND GRID TO BE REMOVED IN ITS ENTIRETY, INCLUDING ALLASSOCIATED SUPPORT WIRES. PORTIONS OF THE CEILING SHALL BE REMOVED PRIOR TO THIS PROJECT,REVIEW OF THE SPACE WILL BE MADE AVAILABLE DURING THE PRE-BID CONFERENCE.
EXISTING ACOUSTICAL CEILING TILES AND GRID TO BE REMOVED IN ITS ENTIRETY. VERIFY EXACTLOCATION TO BE REMOVED TO ALIGN WITH NEW CONSTRUCTION OF GYP SOFFIT. CUT GRID AND TILE ASREQUIRED FOR NEW WALL MOLD TO BE INSTALLED, SALVAGE EXISTING TILES TO BE REUSED.
CEILING REMOVED PRIOR TO THIS PROJECT DURING HVAC INSTALLATION. REMOVE ALL ABANDONEDEQUIPMENT / MATERIALS IN PLENUM THAT REMAIN.
CEILING
C2
C3
D5
M6
M7
M8
F5
M9
C4
M10
EXISTING CONDITIONS ILLUSTRATED AS OF MAY 2014.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH EXISTING CONDITIONS FOR SIZES, QUANTITIES, ANDLOCATIONS.
ALL EXISTING ITEMS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION AND NEW CONSTRUCTION.
IN AREAS OF WORK, AT EXISTING WALLS TO REMAIN WHERE OUTLETS, THERMOSTATS, LIGHT FIXTURES, PIPING,ATTACHMENTS AND DEVICES ARE REMOVED, PATCH AND REPAIR WALL TO MATCH EXISTING WALL TEXTURE.PREPARE WALL TO RECEIVE NEW FINISHES.
IN AREAS OF WORK REMOVE ALL SIGNAGE, MARKER BOARDS, TACK BOARDS, ETC. IN THEIR ENTIRETY ANDRETURN TO OWNER. PATCH WALL AND PREPARE WALL TO RECEIVE NEW FINISH.
ALL FURNITURE AND LOOSE ITEMS (ARTWORK, FRAMED PICTURES, ETC.) WILL BE REMOVED BY OWNER.
REMOVE ALL EXISTING WALL STOPS WHERE DOORS ARE REMOVED, PATCH WALLS TO RECEIVE NEW FINISH ASSCHEDULED.
PATCH ALL WALLS WHERE BUILT-IN ITEMS ARE TO BE REMOVED.
IN AREAS OUTSIDE OF NEW SCHEDULED FINISHES, REMOVE GYPSUM BOARD AS REQUIRED ON EXISTINGWALLS FOR INSTALLATION OF NEW THERMOSTATS, SWITCHES, OR OUTLETS. PATCH GYPSUM BOARD FLUSH,FINISH AND PAINT TO MATCH ADJACENT WALL.
NO WORK OR STORAGE OF MATERIALS SHALL OCCUR IN EXISTING MAIN LOBBY. MAIN LOBBY SHALL BE KEPTCLEAN AND CLEAR OF ALL DEBRIS.
ALL EXISTING LIGHT FIXTURES, DIFFUSERS, EXIT SIGNS, ETC. SHALL BE REMOVED. SALVAGE 2X4 PARABOLICFIXTURES AND RETURN TO OWNER. SEE ELEC.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF CONCRETE RAMP SURFACE (NE CORNER OFSPACE) DURING MATERIAL REMOVAL.
SEE ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND STRUCTURAL DRAWINGS FOR ADDITIONALDEMOLITION WORK.
TERRAZZO FLOORING:SAW CUT EXISTING TERRAZZO FLUSH AND STRAIGHT FOR INSTALLATION OF NEW TRANSITION. EXISTINGTERRAZZO TO REMAIN SHALL BE PROTECTED, ANY RESULTING DAMAGE SHALL BE THE RESPONSIBILITY OF THECONTRACTOR. THE PORTION OF TERRAZZO TO BE REMOVED IS INSTALLED OVER AN EPOXY MEMBRANE LAYERAND CERAMIC TILE. CONTRACTOR SHALL REMOVE FLOORING IN TEST AREAS TO DETERMINE BEST METHOD OFREMOVAL TO ACHIEVE EQUAL HEIGHT WITH ADJACENT FLOOR (TO RECEIVE CERAMIC TIME). LEVELING AGENTSMAY BE REQUIRED.
EXISTING FIRE PROTECTION, DUCTWORK, ELECTRICAL AND PLUMBING DEMOLITION AND REWORK SERVINGADJACENT AREAS OUTSIDE PRIMARY RENOVATION AREA (INCLUDING OTHER FLOORS) SHALL BE SCHEDULED INADVANCE WITH OWNER TO MINIMIZE DISRUPTION. IT IS PREFERRED THIS WORK OCCUR DURING THE SUMMER(INCLUDING NEW RECONNECTION TO MAKE SYSTEM FULLY FUNCTIONAL). WORK MAY BE REQUIRED INEVENINGS, NIGHTS OR WEEKENDS. WORK MAY BE REQUIRED TO BE DONE IN PHASES TO MAINTAINOPERATIONS OF ADJACENT SPACES. TEMPORARY SYSTEMS MAY BE REQUIRED TO MAINTAIN OPERATIONS OFADJACENT SPACES.
REMOVE ALL EXISTING EGRESS MAPS AND RETURN TO OWNER.
12
10
9
7
A B C D
NO DEMOLITION INSHADED AREA C1
C1
C2
C2
C2
C1
C1
NO DEMOLITION INSHADED AREA
C2
E
C3
EXISTING TEMPORARYCONSTRUCTION BARRIER/ WALL (INSTALLED INSEPARATE CONTRACT).MAINTAIN FOR DURATIONOF PROJECT, REMOVE ATPROJECT COMPLETION.
C4
12
B C28' - 0"
3' - 4" 1' - 4" 3' - 4" 12' - 0" 3' - 4" 1' - 4" 3' - 4"
EXISTING DOUBLEWYTHE BRICK WALL TOBE REMOVED IN ITSENTIRETY
EXISTING DOUBLEWYTHE BRICKWALL TO REMAIN
EXISTING STOREFRONTSYSTEM TO BE REMOVEDIN ITS ENTIRETY, TYP(4 TOTAL)
EXISTING CONCCOLUMN TO REMAIN
4
A1.0
NEW TEMPORARYCONSTRUCTIONWALL, TYP
EXISTING MASONRYWALL TO REMAIN, TYP
EXISTING CONCCOLUMN, TYP
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
12
5
A3.4
EXISTING STOREFRONTSYSTEM TO REMAIN,PROTECT DURING DEMO
EXISTING CONCCOL BEYOND
EXISTING CONCCOL BEYOND
EXISTING DOUBLEWYTHE BRICK WALL
EXISTING CONCFLOOR SLAB
EXISTINGCONC BEAM
EXISTING LAY-IN CEILING TOBE REMOVED
EXISTING CONCFLOOR SLAB
EXISTINGCONC BEAM
EXISTING CONC FIN
REMOVE TWO COURSES OF MASONRYABOVE FLOOR LEVEL, ENTIREMASONRY WIDTH FOR WALL CAVITYINVESTIGATION
EXISTING MASONRY WALL TOBE REMOVED IN ITSENTIRETY, SEE STRUCTURALFOR REMOVAL & SUPPORTINFORMATION
16' -
4"NEW TEMPORARY WALL
CONSTRUCTED OF 2X4 WDFRAMING @ 16" OC MAX W/1/2" EXT GRADE PLYWOOD,ANCHORED TO CONCCOLUMNS, BEAM & SLAB(MAINTAIN UNTILCURTAINWALL IS READY FORINSTALLATION)
NOTE: PAINT EXTERIOR SURFACE OF TEMPORARY WALL, COLOR AS SELECTEDBY ARCHITECT. SEAL ALL JOINTS IN PLYWOOD TO BE WEATHER TIGHT. PROVIDEPEEL & STICK FLASHING AT ENTIRE PERIMETER OF WALL. WALL SHALL BEMAINTAINED TO BE WEATHER TIGHT ENTIRE DURATION. REPAINT WALL IF FADINGOR PEELING OCCURS.REMOVAL OF EXTERIOR WALL (MASONRY AND STOREFRONT) SHALL OCCUR AS EARLY AS POSSIBLE AFTER NOTICE TO PROCEED IS
AWARDED. DEMOLITION AND TEMPORARY WALL SHALL BE COMPLETED BEFORE 8/10/2014. PLYWOOD TEMPORARYCONSTRUCTION WALL TO BE CONSTRUCTED IMMEDIATELY AFTER DEMO IS COMPLETE.
SEE STRUCTURAL DRAWINGS FOR STEEL SUPPORTS TO BE INSTALLED DURING BRICK REMOVAL.
TEMPORARY CONSTRUCTION WALL SHALL BE MAINTAINED AND KEPT IN PLACE UNTIL CURTAINWALL IS ON SITE AND READY FORINSTALLATION.
ALL NEW CONSTRUCTION WORK AT WINDOW INCLUDING CONCRETE SLAB, STEEL FOR ROOF SUPPORT, ROOFING ANDCURTAINWALL SHALL BE SCHEDULED TO OCCUR IN AS SHORT OF TIME FRAME AS POSSIBLE. SCHEDULING OF THIS WORK SHALLBE COORDINATED WITH ARCHITECT AND OWNER FOR APPROVAL.
EXISTING BRICK PAVERS SHALL BE PROTECTED DURING DEMOLITION AND NEW CONSTRUCTION, ANY RESULTING DAMAGE SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR. OWNER SHALL REMOVE ALL EXTERIOR FURNITURE FROM WORK ZONE.
GENERAL WINDOW DEMOLITION NOTES:
A)
B)
C)
D)
E)
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
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:27:
20 A
M
A1.0
DEMOLITION PLANS
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/8" = 1'-0"A1.0
1 DEMOLITION PLANN
SCALE: 1/8" = 1'-0"A1.0
2 DEMOLITION CEILING PLANN
SCALE: 1/4" = 1'-0"A1.0
3 BAY WINDOW DEMO PLANSCALE: 1/4" = 1'-0"A1.0
4 BAY WINDOW DEMO SECTION
OFFICE OFFICE OFFICE
MENS
WOMENS
ELEC/COMM
EXISTINGCREDIT UNION
STUDENTGOVERNMENT
2
A3.3
12
10
9
7
A B C DA3.33
A2.21
STORAGE227-15
LEADERSHIPCENTER
227-12
MECHANICAL227-14
OFFICE
A2.310
2
A2.1
2
A2.1
4
A2.1
4
A2.1
20' - 0" 20' - 0" 20' - 0"
24' -
10"
10' -
2"
25' -
7"
2
3
4
4
4
11' - 11 1/8"
CLEAR5' - 0" MIN
CLE
A R
5' -
0" M
IN
WORK ROOM /STORAGE
227-13
2 4
8' - 5 1/4"
3
A2.1
3
A2.1
A2.3
8
A2.3
1
4
A2.36
A2.35
9
A2.22
DW
S
+/- 1
2' -
7"5'
- 4"
A2.332
FV
22' -
11"
5
5
5
5
5
1
A3.2
CORR227-08
MEETING227-05
COLLABORATION227-02
AMPHITHEATER227-11
VEST227-04
SM MTG227-09
SM MTG227-10
SM MTG227-06
SM MTG227-07
LOBBY227-01
G3G3
G2
G3
G3G3
G1
G1 G3
G1
G4
G4G4G4
G3
G4
G4G4
G3 G3
G3
G4
-
G4
G4
A3.13
A3.3
1
G4 G4 G4 G4G3
G4
DW
S
+/- 8
' - 1
1/4
"4'
- 8"
4"
DWS+/- 8' - 6 1/4"
CHASE
DOOR WIDTH+/- 14' - 3"
A3.19
G4G4
G4
G4
G4
E
DIRECTOR &ADMIN AREA
227-03
DWS+/- 20' - 4"
CLE
A R
4' -
0" M
IN
G3
G3
G4
DWS+/- 4' - 1 1/2"
DWS+/- 5' - 7"
A3.12
1
A2.1
1
A2.1
A3.11
FV
23' -
4"
1
7 7 7
9
98
7
7
11
11
12
12
8
7
7
7
FV
+/- 5
' - 4
1/4
"
CLE
A R
5' -
0" M
IN
FV5' -
7"
10
DW
S
+/- 4
' - 9
"
DW
S
+/- 3
' - 2
"
DW
S
+/-
8' -
11"
5' - 3 1/2" 17' - 10" 1' - 8"DWS
+/- 4' - 1 1/2" 4' - 8 5/8"FV
14' - 8 1/4"
7' -
10"
3' -
10"
9' -
6"
1' -
7 3/
8"
7' -
1"4'
- 9
1/2"
G3
1313
CLEAR+/- 6' - 9"
DWS+/- 6' - 9"
DW
S+/
- 1
2' -
11"
6"
14
15
18
9
5
DW
S
+/- 1
3' -
5 3/
4"
G3
A4.1
2
3
2
1
4
6
6
6
G3
G3
G3
EQ EQ
G2
G2
G3
G3
G2
4' -
10"
1
5
6
1
G4G4
G4
A2.37
A4.1
3
MIN1' - 0"8' - 0"
5
A4.1
CLEAR+/- 4' - 8 3/4"
G4
G2
7
ALTERNATE NO. 1:DEMOUNTABLE WALLS
ALTERNATE NO. 1:DEMOUNTABLEWALLS
A2.311 A2.3
11
OH
FE
5
2-HR RATED FIREBARRIER CONTINUESOVERHEAD
G4
19
FB FB FB FB FB
FB
FB
FLO
OR
BO
X, T
YP12
' - 7
"
8' - 6" 8' - 6" 8' - 6" 8' - 6"
FLOOR BOX, CENTERED BETWEEN COLUMNS10' - 0"
FLO
OR
BO
X4'
- 10
"
FB10"
FLO
OR
BO
X
11' -
2"
FEC
G3
G3
G3
G3
17
FV3' -
0"
FV2' - 0"
ALTERNATE NO.3
A1.12
1
NOTES TO SHEETGENERAL NOTES:
2
3
4
5
EXISTING WALL TO REMAIN, CONTRACTOR TO PATCH ALL EXISTING HOLES IN WALLS AND PREPARE SURFACE FOR NEW FINISHESAS SCHEDULED.
ALL PARTITION CONSTRUCTION SHALL BE AS REFERENCED IN THE PARTITION LEGEND.
PROVIDE UL APPROVED PENETRATION SYSTEM AT RATED WALL PENETRATIONS.
ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF EXISTING WALL FINISH, EXISTING COLUMN LINE OR CENTERLINE OF DEMOUNTABLE WALL SYSTEM (DWS), UNLESS NOTED OTHERWISE.
ALL FASTENERS AND ATTACHMENTS SHALL BE FULLY CONCEALED FROM VIEW.
ALL GYPSUM BOARD CONSTRUCTION SHALL BE SMOOTH AND FREE FROM ABRASIONS, TOOL MARKS, ETC. ONALL EXPOSED SURFACES. ALL EXPOSED GYPSUM BOARD TO HAVE LEVEL 4 FINISH.
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. NOTIFY DESIGN TEAM OF ANY DISCREPANCIES FOUNDDURING SITE SURVEY.
CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING SUITE WITH OWNER.
CONTRACTOR TO CLEAN ENTIRE WORK AREA PRIOR TO BEGINNING WORK. PREPARE ALL SURFACES AS REQ'DTO RECEIVE NEW FINISHES.
PATCH ALL WALLS SMOOTH AND FLUSH WHERE ELEC, LIGHTING, J-BOXES, ETC. ARE REMOVED.
WHERE OVERHEAD CABINETS, SHELVING, COUNTERS, ETC. ARE TO BE INSTALLED, CONCEALED 16 GA. METALBACKING IS TO BE PROVIDED INSIDE THE SUPPORTING PARTITION, UNLESS NOTED OTHERWISE. BACKING ANDFASTENERS ARE TO BE PROVIDED TO SUPPORT A MINIMUM OF 80 LBS. PER LINEAR FT. OF SHELVING ORCOUNTER.
6
7
8
9
10
11
12
13
14
15
16
A.
B.
C.
D.
E.
F.
G.
H.
J.
K.
ALIGN ADJACENT WALLS AND FINISH JOINT SMOOTH AND FLUSH. PREPARE WALL TO RECEIVE FINISHES AS SCHEDULED.
PROVIDE BLOCKING IN WALL @ 3' - 6" A.F.F. FOR NEW OFOI FLAT PANEL SCREEN TV. COORDINATE EXACT LOCATION WITHARCHITECT AND OWNER.
PATCH WALL SMOOTH AND FLUSH WHERE PERPENDICULAR WALL WAS REMOVED
LINE OF GYPSUM CEILING SOFFIT ABOVE
NOT USED
DEMOUNTABLE WALL SYSTEM (DWS), SINGLE MOUNT - TRANSPARENT, FROSTED, AND OPAQUE PANELS, SEE SHEET A2.3
DEMOUNTABLE WALL SYSTEM (DWS), FACE MOUNT - SOLID PANELS
DEMOUNTABLE WALL SYSTEM (DWS), CURTAIN WALL W/ INTEGRATED TECHNOLOGY - OPAQUE BACK-PAINTED PANELS
90 MIN. RATED OVERHEAD FIRE COILING DOOR ABOVE SOFFIT, SEE HEAD & PLAN DETAILS.
SLIDING GLASS ENTRANCE SYSTEM, SHOWN IN OPEN POSITION, SEE HEAD & PLAN DETAILS. FIELD VERIFY TOTAL WIDTH FORTHREE EQUAL PANELS.
TELESCOPIC GLASS ENTRANCE SYSTEM, SHOWN IN OPEN POSITION, SEE SECTION & PLAN DETAILS. ALL PANELS TO RECEIVE VINYLFILM, MAT CRYSTAL BY 3M TO MATCH DEMOUNTABLE WALL SYSTEM ETCHED GLASS. HEIGHT TO ALIGN WITH PARTITION DATUM LINES(CENTER SECTION). FIELD VERIFY TOTAL WIDTH FOR THREE EQUAL PANELS.
APPROXIMATE LOCATION OF EXISTING FLOOR HEIGHT TRANSITION OF APPROXIMATELY 1/2", FIELD VERIFY (HIGH SIDE IS NORTH OF THISLINE). WIDTH OF TRANSITION IS 12". INSTALL FLOOR LEVELING COMPOUND AS SPECIFIED ON ENTIRE EXISTING CONCRETE FLOORSOUTH OF THIS LINE IN PROJECT AREA. SEE FINISH PLAN FOR ADDITIONAL INFORMATION OF SCOPE OF AREA.
EXISTING ROOF DRAIN TO REMAIN. FIELD VERIFY AND INSTALL FURRED WALL AS TIGHT AS POSSIBLE TO DRAIN.COORDINATE CEILING FIXTURES LOCATIONS WITH WALL LOCATION.
ALTERNATE NO.3: EXISTING STANDPIPE TO BE REROUTED INTO ADJACENT CHASE AND BACK INTO PLENUM, SEE FIRE PROTECTION.
ALTERNATE NO.3: EXISTING DUCT BE REROUTED INTO NEW CHASE, SEE MECHANICAL.
17 NEW METAL STUD AND GYPSUM FURRING WALLS (EACH SIDE OF AMPHITHEATER) TO CONCEAL DUCTWORK AND STANDPIPE. FIELDVERIFY AND CONFIRM DIMENSIONS WITH MODIFIED DUCT SO THAT WALLS ARE AS TIGHT TO DUCT AS POSSIBLE. DELETE WALLS ANDEXTEND SEATING TO SIDE WALLS IF ALTERNATE NO.3 IS ACCEPTED.
18
19 EXISTING PIPE TO REMAIN. COORDINATE NEW SHELVING INSTALLATION TO MAXIMIZE SHELVING AND MAINTAIN PIPE.
EXISTING ROOF DRAIN TO BE REROUTED INTO CHASE, THROUGH ADJACENT FLOOR BACK TO ORIGINAL LOCATION, SEE PLUMBING
AREA NOT INCLUDED IN PROJECT SCOPE
FIRE EXTINGUISHER IN NEW SURFACE MOUNTED STAINLESS STEEL CABINET
EXISTING PARTITION TO REMAIN
PARTITION WITH ONE LAYER OF 5/8" GYPSUM WALLBOARD APPLIED WITH JOINTS STAGGERED TO EACHSIDE OF 20 GAUGE 3-5/8" METAL STUDS SPACED 16" O.C. PARTITION SHALL EXTEND FROM FLOOR SLABTO SLAB ABOVE. 3-1/2" CONTINUOUS THERMAFIBER SOUND ATTENUATION BLANKET INSIDE OFPARTITION CAVITY.
PARTITION WITH ONE LAYER OF 5/8" GYPSUM WALLBOARD APPLIED WITH JOINTS STAGGERED TO EACHSIDE OF 20 GAUGE 3-5/8" METAL STUDS SPACED 16" O.C. PARTITION SHALL EXTEND FROM SLAB TO 12' -4" A.F.F.
PARTITION WITH ONE LAYER OF 5/8" GYPSUM WALLBOARD APPLIED WITH JOINTS STAGGERED TO ONESIDE OF 20 GAUGE 3-5/8" METAL STUDS SPACED 16" O.C. ANCHORED TO EXISTING SUBSTRATE.PARTITION SHALL EXTEND FROM SLAB TO 12' - 4" A.F.F.
PARTITION WITH ONE LAYER OF 5/8" GYPSUM WALLBOARD APPLIED WITH JOINTS STAGGERED TO ONESIDE OF 20 GAUGE 1-5/8" METAL STUDS SPACED 16" O.C. ANCHORED TO EXISTING SUBSTRATE.PARTITION SHALL EXTEND FROM SLAB TO 12' - 4" A.F.F.
FEC
G1
G2
PARTITION LEGEND
G3
G4
DEMOUNTABLE WALL SYSTEM (DWS) TYPES
DWS - SINGLE MOUNT DWS - FACE MOUNT DWS - CURTAIN WALL
4" 4" 1"4"
BACK-PAINTEDGLASS PANELS,POLAR WHITE, TYP
FIXED WALL
POWER & DATACONNECTIVITY,SEE ELEC
3' -
0"4'
- 0"
3' -
0"
7' -
0"
10' -
0"
3' -
0"4'
- 0"
3' -
0"
P13' -
0"
P24' -
0"
P33' -
0"
10 - 0"AFF
EMBEDDED &INTEGRATEDTECHNOLOGYCAPABILITIES
PTD GYP & MTL STUDFRAMING, TYP
PTD GYP & MTLSTUD FRAMING, TYP
POWER & DATACONNECTIVITY,SEE ELEC
7' - 0" SYSTEM:P1 ETCHED GLASSP2 CLEAR GLASS
SOLID MDF PANELS W/WRITE-AWAY FINISH,BOTH SIDES, TYP.
ELECTRICAL WHIPCONNECTION,SEE ELEC
ELECTRICAL WHIPCONNECTION,SEE ELEC
ELECTRICAL WHIPCONNECTION,SEE ELEC
10' - 0" SYSTEM:P1, P2 & P3 - SEEELEVATIONS FORGLASS FINISHES
ALUM HORIZ BLADEEXTRUSION, TYP
ALUM HORIZHEADER SECTION
PTD GYP & MTLSTUD FRAMING, TYP
ALUM HORIZHEADER SECTION
ALUM HORIZ BLADEEXTRUSION, TYP
ALUM HORIZ BLADEEXTRUSION, TYP
ALUM HORIZHEADER SECTION
STUD KICKERS REQUIRED @ EVERY PANEL, DOOR OR 4' - 0" O.C. MAX., TYP
ALUM HORIZONTAL BLADE PROFILE W/ SEISMIC BASE TRACK USING SEISMIC FASTENER AND LEVELING VARIANCE OF 1-3/4"MIN. W/ PVC GERRY BASE, TYP
PROVIDE ADDITIONAL METAL STUDS AND FRAMING AS REQUIRED BY DEMOUNTABLE WALL PARTITION MANUFACTURERDELEGATED DESIGN FOR ATTACHMENT TO CEILING.
A)
B)
C)
DWS GENERAL NOTES
SCALE: 1/2" = 1'-0"
10
9
A B
2
A2.1
ALTERNATE NO. 3:DELETE CORNER FURRING,EXTEND SEATING
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
C:\U
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5/29
/201
4 10
:21:
54 A
M
A1.1
FLOOR PLAN
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/4" = 1'-0"A1.1
1 FLOOR PLANN
SCALE: 1/4" = 1'-0"A1.1
2 AMPHITHEATER PLANALTERNATE NO.3
EXISTING CREDITUNION
2
A3.3
12
10
9
7
A B C D
MECHANICAL227-14
LEADERSHIPCENTER
227-12
STUDENTGOVERNMENT
227CC
A2.310
2
A2.1
2
A2.1
4
A2.1
4
A2.1
AFF10' - 0"AFF10' - 0"
3
A2.1
3
A2.1
WORK ROOM /STORAGE
227-13
A2.3
8
4
A2.35
9
A2.332
1
A3.22'
- 0"
1' - 0 1/4"
4' -
6"10
1/2
"
17' - 8 3/8"
3' -
10 3
/4"
1' -
8"
EQEQ
EQ EQ
EQ8'
- 0"
EQ
EQ 8' - 6" EQ
AMPHITHEATER227-11 CORR
227-08
STORAGE227-15
MEETING227-05
SM MTG227-07
SM MTG227-06
SM MTG227-10
SM MTG227-09
COLLABORATION227-02
LOBBY227-01
11 1
/2"
1' -
6"
2' -
5 1/
2"
1' -
6 1/
4"
CHASE
E
1' - 1 1/2" 21' - 9" 1' - 1 1/2"
1' -
11"
8' -
0"1"
8' -
0"8"
DIRECTOR &ADMIN AREA
6
EQ EQ
1' - 1 1/2" 15' - 6"
CLEAR30" MIN
4' - 0" 3" 9' - 0" 3" 4' - 0"
CLEAR30" MIN.
3' - 0" 3" 11' - 0" 3" 11' - 0" 3" 3' - 0" CLEAR30" MIN.
1
A2.1
1
A2.1
3' - 0" 3" 9' - 0" 3" 3' - 0"
1' - 3" 17' - 6" 1' - 3"
2' - 0" 3" 8' - 0" 3" 8' - 0" 3" 3' - 0"
11 1
/2"
8' -
0"1"
8' -
0"
5' -
9 5/
8"12
' - 3
"6'
- 4
3/8"
EQEQ
7
2' - 1 1/2" 11' - 9" 2' - 1 1/4" 8"
5"
1' - 11 1/4"
EQ8'
- 0"
EQ
2' - 2" 1' - 2"
1' -
9"2'
- 3
3/8"
2' - 2" 1' - 2"
1' -
9"2'
- 4
5/8"
TYP
8"TY
P8"
2' -
4"
1' - 10"
1' - 10"
2' -
4"
TYP
8"
TYP
8"
AFF11' - 1"
AFF10' - 0"
AFF10' - 0"
ALIGN W/ JAMB
11' - 0" AFF
AFF10' - 0"
11' - 0" AFF11' - 0" AFF11' - 0" AFF
13' - 5 3/4" AFF
13' - 7 3/4" AFF
10' - 0" AFF
10' - 0" AFF
10' - 0" AFF
10' - 0" AFF
4' -
1 1/
2"
2' - 0"
1' -
4"
2
2
1
4
22
2
2
22
4
44
4
4
4
4
44
4
2222222
4
4
3
5
5
88
88
8
2' - 2 1/2"2
2
4
5
5
EQ EQ
LINE OF GYPSOFFIT
OH DOOR TRACK
SLIDING GLASSDOOR TRACK
TWO-WAYFRAMELESSOPERABLEGLASS ENTRYSYSTEM
111
AFF11' - 1"
2
5' - 3 1/8"CJ CJ
CJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ CJ
CJ
CJCJ
5
5
A3.2
4
A3.2
PRIOR TO THE INSTALLATION OF FIXTURES, CONTRACTOR SHALL NOTIFY DESIGNER AT ONCE IN WRITING OF ANYOBSTRUCTIONS WHICH WOULD PROHIBIT THE FIXTURES FROM BEING LOCATED WHERE INDICATED ON THE DRAWINGS.REVISED FIXTURE LOCATION SHALL BE OBTAINED FROM THE DESIGNER.
ALL RECESSED AND/OR SURFACE FIXTURES OR EQUIPMENT SHALL BE LOCATED IN THE CENTER OF THE CEILING TILES, UNLESSNOTED OTHERWISE.
ALL SIMILAR FIXTURES SHALL HAVE THE SAME LAMP TYPE, BRAND, WATTAGE, AND COLOR.
TWO OR MORE LIGHT SWITCHES IN THE SAME LOCATION SHALL BE GANGED TOGETHER WITH ONE COMMON COVERPLATE,UNLESS NOTED OTHERWISE.
SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION OF EXIT SIGNS, HVAC DIFFUSERS AND HVAC RETURNS.
PROTECT ALL EXISTING PIPING AND INSULATION, CONDUIT, DEVICES AND CABLES TO REMAIN IN USE.
PROTECT ALL EXISTING DUCTWORK (AND ASSOCIATED INSULATION AND SUPPORTS) AND DEVICES TO REMAIN.
INSTALL LIGHT FIXTURES ON CENTER UNLESS NOTED OTHERWISE.
ALL EXPOSED NEW AND EXISTING INFRASTRUCTURE AND SURFACES IN PLENUM SHALL BE PAINTED BLACK (ALL VERTICAL GYPSURFACES SHALL BE PAINTED AS SCHEDULED). THIS INCLUDES CONCRETE STRUCTURE (UNDERSIDE OF SLAB & BEAMS) PIPING,DUCTWORK AND CONDUITS. PREPARE CONCRETE AND ALL OTHER SURFACES AS REQUIRED FOR PAINT. IN EXPOSED AREAS,PATCH EXISTING MASONRY - INCLUDE IN BID PATCHING A TOTAL AREA OF 10 SQUARE FEET (MULTIPLE SMALL AREAS). REVIEWALL LOCATIONS FOR PATCHING WITH ARCHITECT.
ALL GYP CEILINGS SHALL BE PAINTED WHITE, SEE FINISH SCHEDULE.
PROVIDE TWO ADDITIONAL ACCESS PANELS, 24" X 24" TO BE LOCATED IN THE FIELD FOR POTENTIAL REQUIRED ACCESS FOREXISTING UTILITIES. ALL ACCESS PANELS TO BE PAINTED TO MATCH ADJACENT SURFACES.
EXISTING - NO WORK
NEW GYP CEILING, ALL LIGHT GAUGE FRAMING SUPPORTS FOR GYPSUM BOARDCEILING / SOFFIT SHALL BE ENGINEERED IN ACCORDANCE W/ SPEC 054000.
MODULAR WOOD CEILING W/ ACOUSTICAL BACKER PANELS
2X2 CEILING GRID AND TILES
RECESSED / SUSPENDED SLOT LED FIXTURE
12" DIA. SUSPENDED LED FIXTURE
24" DIA. SUSPENDED LED FIXTURE
2X4 RECESSED FLUORESCENT FIXTURE
EXIT SIGN (ARROWS INDICATE PATH OF TRAVEL)
SECURITY CAMERA, WALL MOUNTED UNLESS NOTED OTHERWISE, SEE ELEC
2X2 HVAC DIFFUSER
2X2 HVAC RETURN
4' LINEAR SLOT DIFFUSER
4' LINEAR SLOT RETURN
2' LINEAR SLOT DIFFUSER
2' LINEAR SLOT RETURN
GYP CONTROL JOINT (TURN VERTICAL @ SOFFIT WALLS)
1
NOTES TO SHEET
LEGEND:GENERAL NOTES:
2 CENTER SUSPENDED / RECESSED LED FIXTURES WITHIN THE DIMENSIONS SPECIFIED, FIELD VERIFY
EXISTING CEILING GRID TO REMAIN, TILES SHALL BE REPLACED WITH EXISTING TILE SALVAGED FROM ADJACENTDEMOLISHED CEILING. FIELD VERIFY EXACT CONFIGURATION OF EXISTING GRID AND NOTIFY ARCHITECT OF ANYDISCREPANCIES. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR EXISTING AND NEW INFRASTRUCTURE SCOPE.
NEW PAINTED GYP BOARD CEILING / SOFFIT.
14" X 14" TRIMLESS ACCESS PANEL, PAINTED TO MATCH ADJACENT CEILING. PROVIDE LABEL PER MANUFACTURER.AMPHITHEATER LOCATION: ONLY IF ALTERNATE NO.3 IS ACCEPTED.
START CEILING GRID WITH FULL TILE ALONG WALL(S).
FIELD CUT CEILING PANEL TIGHT TO WALL AT EXISTING PARTITION
EXIST CONCRETE BEAM ABOVE, PAINTED
3
4
5
6
7
1' x 8' SUSPENDED MODULAR WOOD CEILING PANELS, SEE SECTIONS.
8CJ CJ
A)
B)
C)
D)
E)
F)
G)
H)
H)
J)
K)
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
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:26:
02 A
M
A1.2
REFLECTED CEILINGPLAN
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/4" = 1'-0"A1.2
1 REFLECTED CEILING PLANN
OFFICE OFFICE OFFICEELEC/COMM
EXISTINGCREDIT UNION
STUDENTGOVERNMENT
STORAGE227-15
LEADERSHIPCENTER
227-12
WORK ROOM /STORAGE
227-13CORR227-08
MEETING227-05
COLLABORATION227-02
AMPHITHEATER227-11
VEST227-04
SM MTG227-09
SM MTG227-10
SM MTG227-06
SM MTG227-07
LOBBY227-01
A1.32
MECHANICAL227-14
.
.
..
.
.
. .
.
.
EXTENTS OF FLOOR AREA TO RECEIVE FLOOR LEVELING COMPOUND; REFER TO ARCHITECTURAL FLOOR PLAN AND DEMOLITION PLAN FOR DETAILS
RE
FER
TO
AR
CH
ITE
CT
UR
AL
F LO
OR
PLA
N A
ND
DE
MO
LIT
ION
PL A
N F
OR
DE
TA
ILS
EX
TE
NT
S O
F FL
OO
R A
RE
A T
O R
EC
EIV
E F
LOO
R L
EV
ELI
NG
CO
MP
OU
ND
;
... ....
.
.
.
.
RB-1 & P-1 TOTERMINATE ATINSIDE CORNEROF NEW WALL
.
RB-1 & P-1 TOTERMINATE ATINSIDE CORNER
.
.
.
.
CG-1
CG-1
CG-1.
.
ALTERNATE NO. 2 -BUILT-IN SEATING ATAMPHITHEATER - CARPETTO TERMINATE ATAMPHITHEATER SEATING
CARPET (CPT)
CPT-1 MANUFACTURER: SHAW CONTRACTPATTERN: 5T057 - BEVEL HEXAGONCOLOR: 55595 - CHARCOALSIZE: 24.9"H x 28.8" DIA x 14.4" SIDE
CPT-2 MANUFACTURER: SHAW CONTRACTPATTERN: 5T057 - BEVEL HEXAGONCOLOR: 55530 - TWEEDSIZE: 24.9"H x 28.8" DIA x 14.4" SIDE
CPT-3 MANUFACTURER: SHAW CONTRACTPATTERN: 5T057 - BEVEL HEXAGONCOLOR: 55156 - MORTARSIZE: 24.9"H x 28.8" DIA x 14.4" SIDE
CPT-4 MANUFACTURER: SHAW CONTRACTPATTERN: 5T057 - BEVEL HEXAGONCOLOR: 55518 - PEWTERSIZE: 24.9"H x 28.8" DIA x 14.4" SIDE
CPT-5 MANUFACTURER: SHAW CONTRACTPATTERN: 5T057 - BEVEL HEXAGONCOLOR: 55105 - BLEACHEDSIZE: 24.9"H x 28.8" DIA x 14.4" SIDE
WOOD FLOORING (WF)
WF-1 SPECIES: MAPLEFINISH: CLEAR, SATINEDGE: MICRO-BEVELWIDTH: 4" SOLID WOOD
PORCELAIN TILE (PT)
PT-1 MANUFACTURER: ROYAL MOSASERIES: TERRA MAESTRICHTITEM NUMBER: 216 V 060060COLOR: 216 - ANTHRACITESURFACE: PATTERN MATTSIZE: 12" x 24" (30CM x 60CM)
PT-2 MANUFACTURER: ROYAL MOSASERIES: TERRA MAESTRICHTITEM NUMBER: 203 V 060060COLOR: 203 - COOL BLACKSURFACE: PATTERN MATTSIZE: 2" x 24" (5CM x 60CM)
LUXURY VINYL TILE (LVT)
LVT-1 MANUFACTURER: ARMSTRONG COMMERCIAL FLOORINGPRODUCT LINE NATURAL CREATIONS MYSTIXPRODUCT #: TP721STYLE: FLIGHT PATHCOLOR: GRAY BEIGESIZE: 18" x 18"
RUBBER BASE (RB)
RB-1 MANUFACTURER: JOHNSONITESERIES: TRADITIONAL WALL BASESTYLE: 4" COVECOLOR: 63 - BURNT UMBER
INTERIOR FINISH MATERIALSPORCELAIN TILE BASE (PTB)
PTB-1 MANUFACTURER: ROYAL MOSASERIES: TERRA MAESTRICHTITEM NUMBER: 216 BP030010PRODUCT CODE: BPCOLOR: 216 - ANTHRACITESURFACE: PATTERN MATTSIZE: 4" x 24" (9.5CM x 60CM)
GROUT (GR)
GR-1 MANUFACTURER: LATICRETECOLOR: 45 - RAVEN
PAINT (P)
P-1 MANUFACTURER: SHERWIN WILLIAMSCOLOR: SW7005 PURE WHITE
P-2 MANUFACTURER: SHERWIN WILLIAMSCOLOR: SW6258 TRICORN BLACK
DEMOUNTABLE WALL SYSTEM (DWS)
DWS-1 SINGLE MOUNT - TRANSPARENT, FROSTED, AND OPAQUE PANELS, SEE SHEET A2.3
DWS-2 CURTAIN WALL WITH INTEGRATED TECHNOLOGY, OPAQUE PANELS
DWS-3 FACED MOUNT - SOLID PANELS
GLASS PARTITION SYSTEM (GPS)
GPS-1 TELESCOPIC FRAMELESS OPERABLE GLASS PARTITION SYSTEM, SHOWN IN OPEN POSITION, SEE SECTION & PLAN DETAILS
GPS-2 TWO-WAY FRAMELESS OPERABLE GLASS ENTRY SYSTEM, SHOWN IN OPEN POSITION, SEE HEAD & PLAN DETAILS
PLASTIC LAMINATE (PL)
PL-1 MANUFACTURER: FORMICASTYLE: 902-58 PLATINUMFINISH: MATTE
SOLID SURFACE (SS)
SS-1 MANUFACTURER: FORMICA SOLID SURFACINGSERIES: SOLID ELEMENTSCOLOR: 102 - ARCTICTHICKNESS: 1/2"
CORNER GUARD (CG)
CG-1 EXISTING STAINLESS STEEL CORNER GUARDS TO BE SALVAGED & REUSED FROM DEMOLITION; REFER TO DEMOLITION PLAN FOR DETAILS & LOCATIONS
MODULAR WOOD CEILING (MWC)
MWC-1 MODULAR WOOD CEILING WITH BLACK ACOUSTICAL BACKER OR BLACK ACOUSTICAL CEILING PANEL
ACOUSTICAL CEILING PANEL (ACP)
ACP-1 2' x 2' ACOUSTICAL CEILING PANEL
GENERAL FINISH NOTESWHERE SPECIFIC PRODUCTS ARE INDICATED ITEM DESIGNATION INCORPORATES QUALITYAESTHETIC APPEARANCE. SEE SPECIFICATIONS FOR EQUAL MANUFACTURERS PER PRODUCT TYPEINDICATED. ACTUAL COLOR SELECTION MAY VARY PER BIDDING OUTCOME. DEPENDING ONLOCATION OF ITEM, ALTERNATES SHALL MATCH IN COLOR / TEXTURE, AS WELL AS PERFORMANCECRITERIA, AS APPROVED BY ARCHITECT.
WHERE MORE THAN ONE WALL OR FLOOR FINISH IS SPECIFIED, SEE REMARKS AND FINISHDRAWINGS / ELEVATIONS FOR COMPLETE DESIGNATIONS, LAYOUT AND DIMENSIONS. SEEENLARGED PLANS FOR REFERENCES.
REFERENCE REFLECTED CEILING PLANS FOR EXTENT / LOCATION OF CEILING FINISH DESIGNATIONSAND HEIGHTS.
ALL PAINT COLORS AND LOCATIONS ARE TO BE FIELD VERIFIED WITH ARCHITECT PRIOR TOINSTALLATION.
PAINT ALL GYPSUM CEILINGS AND ALL EXPOSED SIDES OF SOFFITS (UNDERSIDES AND VERTICALSURFACES) P-1; UNLESS NOTED OTHERWISE.
PROVIDE FINISH PAINT SYSTEM BEHIND ALL CABINETS, SHELVING, MARKER BOARDS, TACK BOARDS,SMART BOARDS, AND ALL OTHER WALL MOUNTED ITEMS, UNLESS NOTED OTHERWISE.
ALL INTERIOR HOLLOW METAL DOORS, DOOR FRAMES, DOORS, TRANSOMS AND WINDOW FRAMESTO BE PAINTED (P-1).
FOR ALL AREAS THAT DO NOT HAVE A DROPPED ACOUSTICAL CEILING, FURRED GYPSUM WALLS TOBE PAINTED P-1 (TO A HEIGHT OF 12'-4"). EVERYTHING ABOVE 12'-4" INCLUDING EXPOSED BRICKWALLS, EXPOSED NEW AND EXISTING INFRASTRUCTURE INCLUDING STRUCTURAL HANGERS &PLATES, DUCTWORK, CONDUIT, SPRINKLER PIPING AND RELATED HANGERS AND ACCESSORIES INPLENUM INCLUDING PLENUM SURFACES AND CONCRETE STRUCTURES (UNDERSIDE OF SLAB &BEAMS) SHALL BE PAINTED P-2; REFER TO BUILDING SECTIONS FOR DETAILS.
EXPOSED CONDUIT, PIPING, ETC. SHALL BE PAINTED TO MATCH ADJACENT WALLS / TRIM, ASSPECIFIED BY ARCHITECT.
PROVIDE SCHEDULED WALL BASE AT ALL EXPOSED SIDES OF ALL CASEWORK UNLESS NOTEDOTHERWISE.
SCHEDULED BASES SHALL WRAP CORNERS AT DOORS & WINDOWS & RETURN TO JAMB, UNLESSNOTED OTHERWISE.
SCHEDULED FLOOR FINISHES SHALL EXTEND CONTINUOUSLY UNDERNEATH BASE CABINETRY OROTHER SEMI-PERMANENT FLOOR MOUNTED ITEMS INCLUDING DEMOUNTABLE PARTITIONS, ANDSHALL EXTEND TO THE CENTERLINE OF DOORS IN THE CLOSED POSITION WHERE FLOORINGMATERIAL TRANSITIONS OCCUR, UNLESS NOTED OTHERWISE.
PROVIDE FLOOR LEVELER AS REQUIRED AT FLOOR SLABS TO MAINTAIN SMOOTH AND LEVELINSTALLATION, REFER TO FINISH PLAN & ARCHITECTURAL FLOOR PLAN FOR DETAILS ANDLOCATIONS.
PROVIDE TRANSITION STRIPS AT ALL CONDITIONS WHERE FLOORING MATERIALS CHANGE; ALLTRANSITION STRIPS SHALL MEET A.D.A.A.G. WHERE PORCELAIN TILE TRANSITIONS TO ANOTHERFLOORING SURFACE, SCHLUTER HARDWARE SHALL BE INSTALLED. WHERE LUXURY VINYL TILE (LVT)TRANSITIONS TO ANOTHER FLOORING SURFACE OR NEW CARPET (CPT) TRANSITIONS TO EXISTINGCARPET, RUBBER TRANSITION STRIP (RS-1) SHALL BE INSTALLED.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
KEY FINISH NOTESREFER TO FINISH PLAN FOR LOCATION AND DETAILS ON FLOOR FINISH TRANSITIONS.
RISERS AND PLATFORMS AT TIERED SEATING TO RECEIVE WF-1; 4" TOE KICK TO RECEIVE PL-1; REFER TOCASEWORK ELEVATIONS AND SECTIONS FOR DETAILS.
FOR CASEWORK; APPLY SS-1 TO ALL COUNTERTOPS AND 4" BACKSPLASH; APPLY PL-1 TO ALL EXPOSEDEXTERIOR FACES OF CABINET DRAWER AND DOOR FRONTS, SHELVING AND END PANELS WITH 3MM PVCEDGE BANDING. 3MM PVC EDGE BANDING FOR ALL PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETSTO MATCH LAMINATE COLOR; FINAL SELECTION TO BE DETERMINED BY ARCHITECT DURING SHOPDRAWING REVIEW. PROVIDE SCHEDULED WALL BASE AT EXPOSED SIDES OF TOE KICK/BASE AREA OFCASEWORK.
1.
2.
3.
EQEQ
FULL TILE TOSTART HERE
8"
1' -
0" 4" 8"
TILE TOTERMINATE ATOVERHEAD FIRERATED DOORCURTAIN TRACK
OVERHEAD FIRERATED DOORCURTAIN, SHOWNIN OPENPOSITION
PORCELAIN TILE PATTERN NOTESPT-1 TO BE CUT TO ACCOMMODATE PT-2 EVERY 3RD TILE ON EVERY OTHERROW ALTERNATING PLACEMENT FROM TOP TO BOTTOM OF TILE; REFER TOPATTERN DETAIL FOR STARTING POINT OF PT-2 FOR EACH ROW.
1.
PORCELAIN TILE LEGENDPT-1
PT-2
LIGHT GRAY STRIPE INDICATES TYPICAL PATTERN SEQUENCE FOR PT-1 SPACING
CARPET TILE PATTERN NOTESOVERALL CARPET PATTERN/LAYOUT TO BE USED AS REFERENCE FOR CARPETINSTALLATION ESTIMATE ONLY; ACTUAL LAYOUT TO BE FIELD COORDINATEDWITH INTERIOR DESIGNER.
1.
CARPET TILE LEGEND
CPT-1
CPT-2
CPT-3
CPT-4
CPT-5
STUDENTGOVERNMENT
STORAGE227-15
LEADERSHIPCENTER
227-12
MECHANICAL227-14
WORK ROOM /STORAGE
227-13
CHASE
TRANSPARENTGRAPHICTRANSPARENT GRAPHIC
23' - 6" x 7'GRAPHIC
19' - 6" x 7'GRAPHIC
17' - 7" x 6' GRAPHIC
AMPHITHEATER227-11
SM MTG227-10
SM MTG227-09
SM MTG227-07
SM MTG227-06
MEETING227-05
COLLABORATION227-02
DIRECTOR &ADMIN AREA
227-03
LOBBY227-01
CORR227-08
11' x 10' GRAPHIC
CREDIT UNION
TRANSPARENTGRAPHIC
BASE TYPE LEGENDRB-1
PTB-1
EXISTING TERRAZZO BASE TO BE SALVAGED AND REUSEDFROM DEMOLITION; REFER TO DEMOLITION PLAN FORDETAILS & EXISTING LOCATION
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
C:\U
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/201
4 10
:22:
57 A
M
A1.3
FINISH FLOOR PLAN,FINISH SCHEDULE &MATERIALS &FURNITURE PLAN
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/4" = 1'-0"A1.3
1 FINISH PLANN
ROOM FINISH SCHEDULE
ROOMNO ROOM NAME
FLOOR WALLS CEILINGFINISH REMARKSFINISH BASE NORTH SOUTH WEST EAST
227-01 LOBBY PT-1, PT-2, GR-1 PTB-1, GR-1 DWS-2 P-1 DWS-1 GPS-2 GWB 1227-02 COLLABORATION CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 RB-1 DWS-1 P-1 P-1, DWS-1 DWS-1 MWC-1, GWB227-04 VEST CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 RB-1 P-1, DWS-1 P-1 DWS-1 DWS-1 GWB227-05 MEETING CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 RB-1 GPS-1 GPS-1 DWS-2 P-1 GWB227-06 SM MTG CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 RB-1 DWS-1 DWS-3 DWS-1 P-1 GWB227-07 SM MTG CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 RB-1 DWS-3 DWS-1 DWS-1 P-1 GWB227-08 CORR CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 -- -- -- DWS-1 DWS-1 GWB227-09 SM MTG CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 RB-1 DWS-3 DWS-1 MB-1 DWS-1 GWB227-10 SM MTG CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 RB-1 DWS-1 DWS-3 MB-1 DWS-1 GWB227-11 AMPHITHEATER WF-1 RB-1 -- P-1 P-1 P-1 GWB 2227-12 LEADERSHIP CENTER CPT-1, CPT-2, CPT-3, CPT-4, CPT-5 RB-1 P-1 P-1 P-1 P-1 MWC-1, GWB227-13 WORK ROOM / STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACP-1 3227-14 MECHANICAL -- -- -- -- -- -- EXPOSED227-15 STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACP-1
SCALE: 3/8" = 1'-0"A1.3
2
LOBBY 227-01 FLOOR PATTERNDETAILSCALE: 1/8" = 1'-0"A1.3
3 FURNITURE PLANFOR INFORMATIONAL USE ONLY
GRAPHICS OFOIN
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
1210972
A2.1
2
A2.1
3
A2.1
3
A2.1
LEADERSHIPCENTERMEETINGCOLLABORATION
SUSPENDED MODULAR WDACOUSTICAL CEILING PANELS
NEW BAY WINDOWBEYOND
10' -
0"
DEMOUNTABLE WALL SYSTEM,CURTAIN WALL W/ INTEGRATEDTECHNOLOGY BEYOND
PTD GYP BD &MTL STUDCEILING, TYP
SUSPENDED MODULARWD ACOUSTICALCEILING PANELS
EXTERIORBALCONY
(NO WORK THIS AREA)
A3.25
A3.251
A2.1
1
A2.1
DW
S10
' - 0
"3'
- 6"
1' -
6"
1' - 0" 1' - 3 1/2"1' - 11" 8"
DW
S7'
- 0"
EXIST CONCBEAM BEYOND
DEMOUNTABLE WALLSYSTEM, SINGLEMOUNT BEYOND
DUCTWORK,SEE MECH, TYP
EXIST CONC BEAMBEYOND, TYP
(1) 90" MONITOR,OFCI
P-2
P-1
DWSEQ
DWSEQ
DWSEQ 8' - 0"
DWSEQ
11' -
0"
DW
S
3' -
0"
DW
S
4' -
0"
DW
S
3' -
0"
DUCTWORK,SEE MECH,TYP
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
A B C D4
A2.1
4
A2.1
MECHANICALWORK ROOM /STORAGE
STORAGE MEETINGSM MTGSM MTG CORRAMPHITHEATER
SUSPENDED LAY-INCEILING TILE SYSTEM
PTD GYP BD AND MTLSTUD CEILING
PTD GYP BD ANDMTL STUD CEILING
MAIN LOBBY
(NO WORK THIS AREA)
DEMOUNTABLE WALLSYSTEM, FACE MOUNT,WRITE-AWAY SURFACE
TELESCOPIC OPERABLE GLASSPARTITION SYSTEM, OPEN POSITION
STUDENT DINING
(NO WORK THIS AREA)
E
DUCTWORK, SEEMECH, TYP
EXIST CONC COLUMN, TYP
EXIST CONC BEAM, TYP
PTD GYP BD ANDMTL STUD CEILING
EXIST MEDIADISPLAY WALL
NEW CONC SLAB INFILL,SEE STRUCT
4
A4.1
DEMOUNTABLE WALLSYSTEM, CURTAIN WALL W/INTEGRATED TECHNOLOGY
FROSTED VINYLSTICKER, OFOI
3' -
0"4'
- 0"
3' -
0"
SUSPENDEDINDUSTRIALSTRIP, SEE ELEC
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
2
A3.3
2
A3.3
A B C D4
A2.1
4
A2.1
LEADERSHIPCENTER
CREDIT UNION(NO WORK THIS AREA)
SUSPENDED MODULARWD ACOUSTICALCEILING PANELS
(NO WORK THIS AREA)
STUDENTDINING MAIN LOBBY
(NO WORK THIS AREA)
NEW BAYWINDOW BEYOND
ESUSPENDED MODULARWD ACOUSTICALCEILING PANELS
SUSPENDED MODULARWD ACOUSTICALCEILING PANELS
EXIST CONC BEAM, TYP
DUCTWORK, SEEMECH, TYP
EXIST CONCBEAM
EXIST STOREFRONTSYSTEM BEYOND, TYP
EXIST CONCCOLUMN BEYOND
FURREDMASONRY WALL
BEYOND, TYP
FURRED CONC COLUMNBEYOND, TYP
P-2
P-1
FURREDMASONRY WALL
BEYOND, TYP
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
B C D4
A2.1
4
A2.1
EA3.21
EXIST CEILING TILESYSTEM
LOBBYCOLLABORATIONSTUDENT
GOVERNMENTMAIN LOBBY
(NO WORK THIS AREA)(NO WORK THIS AREA)
DEMOUNTABLE WALLSYSTEM, SINGLE MOUNT
DEMOUNTABLE WALLSYSTEM, CURTAIN WALLW/ INTEGRATEDTECHNOLOGY BEYOND
PTD GYP BD AND MTLSTUD CEILING, TYP
FLOATING MODULARWD ACOUSTICALCEILING PANELS
PTD GYP BD ANDMTL STUD CEILING
EXIST CEILING TILESYSTEM
FV11
' - 1
"
A3.24
DEMOUNTABLE WALLSYSTEM, SINGLE MOUNT
DW
S4'
- 0"
DW
S3'
- 0"
DW
S3'
- 0"
DW
S4'
- 0"
DW
S3'
- 0"
DW
S3'
- 0"
DW
S4'
- 0"
DW
S3'
- 0"
10' -
0"
CLEAR5' - 0" MIN. DEMOUNTABLE WALL SYSTEM,
SINGLE MOUNT BEYOND
EXIST CONC SLAB, TYP
EXIST CONC BEAM, TYP
DUCTWORK, SEEMECH, TYP
SLIDING GLASS ENTRANCESYSTEMCLEAR
5' - 0" MIN
OVERHEAD RATEDCOILING DOOR
EXISTING - NO WORK
OPAQUE GLASS PANEL
ETCHED GLASS PANEL
LEGEND:
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
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ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
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:23:
13 A
M
A2.1
BUILDING SECTIONS
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/4" = 1'-0"A2.1
4 SECTION D
SCALE: 1/4" = 1'-0"A2.1
2
AMPHITHEATERPLAN_ALTERNATE NO.3
SCALE: 1/4" = 1'-0"A2.1
3 SECTION C
SCALE: 1/4" = 1'-0"A2.1
1 SECTION A
10
9
A B C
2
A2.1
2
A2.1
STORAGE227-15
4 3/
4"10
' - 2
"1'
- 7
3/8"
11 3/4" 8 1/2" 3' - 2"
CHASE
A2.332
A3.15
A3.16
A3.14
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNTW/ BARN DOOR
DEMOUNTABLE WALLSYSTEM, CURTAINWALL W/ INTEGRATEDTECHNOLOGY
1' - 4" 17' - 8 3/8"
10' -
2"
FV4' - 0" 20' - 0" 1' - 0 1/4"
DWS+/- 6' - 9" +/- 7' - 1"
DWS+/- 4' - 1 3/8"
-
---
A3.18
1' -
7 1/
8"2'
- 4"
2' -
4"2'
- 4"
2' -
4"
2 1/
4"
CORR227-08
MEETING227-05
4
A4.1
DW
S+/
- 6' -
3 1
/2"
DW
S+/
- 6' -
3 1
/2"
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNTW/ BARN DOOR
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNTW/ BARN DOOR
DWS+/- 4' - 1 1/2"
DWS+/- 5' - 7"
DEMOUNTABLEWALL SYSTEM,FACE MOUNT
DEMOUNTABLEWALL SYSTEM,FACE MOUNT
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNTW/ BARN DOOR
FV AND ALIGN NEWGYP BD, PATCHSMOOTH, PAINT
AMPHITHEATER
ALTERNATE NO.2:BUILT-IN SEATING
SEE OVERALL PLAN FOR ALLNEW WALL PARTITION TYPES
3
(1) 80" MONITOR, OFCI
EXISTING ROOFDRAIN TO BEREROUTEDINTO CHASE
ALTERNATE NO.3:SEE OVERALL FLOORPLAN FOR NOTES
ALTERNATE NO.3:SEE OVERALL FLOORPLAN FOR NOTES
TELESCOPIC GLASSENTRANCE SYSTEM(TRACK ABOVE)
TELESCOPIC GLASSENTRANCE SYSTEM(TRACK ABOVE)
SM MTG227-10
SM MTG227-09 SM MTG
227-07
SM MTG227-06
EXISTING WALL TOREMAIN, TYP
10
9
D
2
A2.1
2
A2.1
MECHANICAL227-14
WORK ROOM /STORAGE
227-13
A4.1
1
COPY/FAX/SCANMACHINE (NIC)
E
A3.17
AHU(NIC)
9
A4.1
8
A4.1
FURNITURE STORAGEAREA
LINE OF OVERHEADSHELVING
A3.12
A3.13
FV8' -
8"
1' -
0"5'
- 6"
FV1' -
4"
5' - 7"
1' - 4"
3' -
10"
1' -
0"9"
1' -
6"2'
- 4"
EXISTING STEAMPIPES TO REMAIN
TELESCOPIC GLASSENTRANCE SYSTEM
EXIST CONCCOLUMN, TYP
EXIST MASONRYWALL, TYP
FV6 1/4"
FV, ALIGN, PATCH SMOOTH
FV AND ALIGNNEW GYP BD,PATCHSMOOTH
ALIGN NEW WALLS ATINTERSECTION, ALIGNWITH TELESCOPICFRAMELESS OPERABLEGLASS PARTITION SYSTEM
DEMOUNTABLE WALLSYSTEM, CURTAINWALL,TYP
DEMOUNTABLE WALLSYSTEM, CURTAINWALL,TYP
OH DOOR TRACK ABOVE
8" 7' - 9 1/4"
SLIDING GLASSENTRANCE SYSTEM
2
1
SEE OVERALL PLAN FOR ALLNEW WALL PARTITION TYPES
A4.1
2
FE
TELESCOPIC GLASSENTRANCE SYSTEM
A3.11
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
C:\U
sers
\cle
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alke
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umen
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D_R
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uite
227
_cle
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5/29
/201
4 10
:23:
23 A
M
A2.2
ENLARGED PLANS
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/2" = 1'-0"A2.2
1
AMPHITHEATER, MEETINGROOMS, & CHASE PLAN
SCALE: 1/2" = 1'-0"A2.2
2 WORK AREA PLAN
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
ABC
2-PERSONSMALLGROUP
ALTERNATE NO.2BUILT-IN TIEREDSEATING
10' -
0" 3-PERSON
SMALLGROUP
3' -
0"4'
- 0"
3' -
0"
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT
PTD HOLLOW MTLFRAME & HOLLOWMTL DOOR
CLEAR+/- 6' - 9" DEMOUNTABLE WALL SYSTEM,
SINGLE MOUNT W/ SLIDINGGLASS BARN DOOR, TYP
SUSPENDED MODULARWD ACOUSTICALCEILING PANELS, TYP
MTL STUD & GYPBD CEILINGSYSTEM BEYOND
EXIST CONCBEAM, TYP
DUCTWORK, SEEMECH, TYP
EXIST CONCSLAB, TYP
10' -
0"
2' -
4"3'
- 2"
FROSTED VINYL FILM, ALIGNW/ ADJ. HORIZONTALPARTITION DATUM LINES,MATCH COLOR OF PARTITIONETCHING (ALL PANELS)
4
A4.1SUSPENDEDLED LIGHTING,SEE ELEC, TYP
PTD GYP & MTL STUDFURRING @ EXIST CONCCOLUMN BEYOND
CLOSE
BASE AS SCHEDULED, TYPTELESCOPIC GLASS ENTRANCESYSTEM, IN OPEN POSITION
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
B C D
TWO-WAYFRAMELESSOPERABLEGLASSENTRYSYSTEM
TELESCOPIC GLASS ENTRANCESYSTEM, IN OPEN POSITION
CORRIDOR 2-PERSONSMALL
MEETING
DEMOUNTABLE WALL SYSTEM,SINGLE MOUNT W/ SLIDINGGLASS BARN DOOR
10' -
0"
3-PERSONSMALL
MEETING
DEMOUNTABLE WALLSYSTEM, SINGLE MOUNT
3' -
0"4'
- 0"
3' -
0"
DEMOUNTABLE WALL SYSTEM,CURTAIN WALL W/ INTEGRATEDTECHNOLOGY & MONITORS
PTD GYP BD AND MTLSTUD CEILING, TYP
PTD GYP BD AND MTLSTUD CEILING, TYP
EXIST LAY-IN CEILINGTILE SYSTEM
MEETING LOBBY
(3) 46" MONITORS - OFCI, TYP
E
DUCTWORK, SEEMECH, TYP
EXIST CONC BEAM& SLAB, TYP
OH DOORCURTAINTRACKBEYOND
1' -
1"
3' -
0"4'
- 0"
3' -
0"
A3.21
SURFACE APPLIED FILMTECHNOLOGY FOR TOUCHSCREEN CAPABILITIES, BYDWS MANUFACTURER, THISLOCATION ONLY
FROSTED VINYL FILM, ALIGN W/ADJ. HORIZONTAL PARTITIONDATUM LINES, MATCH COLOROF PARTITION ETCHING (ALLPANELS)
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT
DW
S
3' -
0"
DW
S
4' -
0"
DW
S
3' -
0"
DWS+/- 8' - 11"
STUDENT GOV'TSUITE BEYOND
DUCTWORK,SEE MECH
PTD GYP BD& MTL STUDCEILING, TYP
EXIST WALL
10' -
0"
EXIST CONCSLAB, TYP
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
CD
EXISTING EXTERIORWINDOWS BEYOND
EXISTING EXTERIORWINDOWS BEYOND
PTD GYP BD& MTL STUD
FURRINGBEYOND
EXISTING DOOR TOBE REPLACED &RECONFIGURED,SEE PLAN DETAIL
PTD GYP BD & MTL STUDFURRING BEYOND
SUSPENDED MODULAR WDACOUSTICAL CEILING PANELS
PTD GYP BD & MTLSTUD CEILING
PTD GYP BD & MTL STUDFURRING BEYOND
E
10' -
0"
A3.23
DUCTWORK, SEEMECH, TYP
EXIST CONCBEAM, TYP
SUSPENDED LED LIGHTING,SEE ELEC, TYP
(1) 46" MONITOR, OFCI
EXIST CONC COLUMNBEYOND, TYP
COLLABORATIONLOBBY
10 92
A2.1
DW
S
3' -
0"
DW
S
4' -
0"
DW
S
3' -
0"
2-PERSONSMALL
MEETING
2-PERSONSMALL
MEETING
10' -
0"
DEMOUNTABLE WALLSYSTEM, SINGLE MOUNTW/ SLIDING GLASS BARNDOOR, TYP
PTD GYP BD AND MTLSTUD CEILING
COLLABORATIONLEADERSHIPCENTER
DUCTWORK,SEE MECH, TYP
EXIST CONC BEAM, TYP
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT
RECESSED LEDLIGHTING, SEEELEC, TYP
DWS+/- 3' - 4"
DWSEQ
DWSEQ
DWS+/- 3' - 4"
109
3-PERSONSMALL
MEETING
10' -
0"
3-PERSONSMALL
MEETINGLEADERSHIP
CENTERCOLLABORATION
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT
PTD GYP BD & MTLSTUD CEILING
DW
S3'
- 0"
DW
S4'
- 0"
DW
S3'
- 0"
DUCTWORK, SEEMECH, TYP
RECESSED LEDLIGHTING, SEEELEC, TYP
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT
LINE OF EXIST CONCBEAM BEYOND
DWS3' - 0 3/4"
DWS3' - 0 3/4"
DWS3' - 0 3/4"
DWS3' - 0 3/4"
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
971
A3.2
TWO-WAY FRAMELESSOPERABLE GLASSENTRY SYSTEM, INOPEN POSITION
EXISTINGCEILING TILE
PTD GYP BD &MTL STUD SOFFITBEYOND
MTL STUD & GYPBD FURRINGBEYOND
EXISTINGCONC SLAB
EXISTING CONCBEAM BEYOND
EXIST CONCCOLUMNBEYOND
DEMOUNTABLE WALLSYSTEM, CURTAIN WALL
EXISTINGCONCRETE WALL
SLIDING GLASSENTRANCESYSTEM (IN OPENPOSITION)
24' - 10"
FV11
' - 1
"
EXISTINGSTOREFRONTBEYOND
2
A3.1
9
A3.1
10' -
0"
BASE ASSCHEDULED
APPROX PANEL LOCATIONSIN CLOSED POSITION, FVFOR 6 EQ PANELS
DOOR OPENING, FV22' - 4 1/2" (+/-)
97
PTD GYP BD & MTLSTUD CEILING, TYP
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT D
WS
4' -
0"D
WS
3' -
0"
LOBBY
EXIST CONC BEAM BEYOND
DUCTWORK, SEEMECH, TYPRECESSED LIGHTING,
SEE ELEC, TYP
EXIST CONC BEAM& SLAB, TYP
EXIST CONC COLUMNBEYOND
DEMOUNTABLEWALL SYSTEM,CURTAIN WALL W/INTEGRATEDTECHNOLOGY &MONITORS
DWSEQ 4' - 0" 4' - 0"
DWSEQ
10' -
0"
BUILT-IN WORKCOUNTER, SEE INTSECTIONS & DETAILS
CLEAR5' - 0" MIN
CLEAR5' - 0" MIN
(1) 46" MONITOR, OFCI
BCD
STUDENT GOVERNMENTSUITE ENTRY -DEMOUNTABLE WALLSYSTEM, SINGLE MOUNT
LOBBY COLLABORATION
DW
S3'
- 0"
DW
S4'
- 0"
DW
S3'
- 0"
10' -
0"
MAIN LOBBY
PTD GYP BD & MTLSTUD CEILING, TYP
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT
SLIDING GLASSENTRANCE SYSTEM
EXISTING LAY-INCEILING TILE
E
DW
S3'
- 0"
DW
S4'
- 0"
10' -
0"
A3.23
EXIST CONCBEAM, TYP
EXIST CONCSLAB, TYP
DEMOUNTABLE WALLSYSTEM, SINGLE MOUNT
DUCTWORK,SEE MECH, TYP
DWS+/- 3' - 10"
DWS+/- 3' - 2"
DWS+/- 3' - 2"
DWS+/- 3' - 2"
DWS+/- 3' - 2"
DWS+/- 3' - 10"4' - 0"
EXISTING DOOR &FRAME BEYOND
CLEAR5' - 0" MIN
CLEAR5' - 0" MINOVERHEAD RATED
COILING DOOR
7' HIGH DWS,SINGLE MOUNTFIN WALL BEYOND,SEE PLAN
EXISTING - NO WORK
OPAQUE GLASS PANEL
ETCHED GLASS PANEL
LEGEND:
DWS+/- 8' - 1 1/4"
DW
S3'
- 0"
DW
S4'
- 0"
DW
S3'
- 0"
10' -
0"
STUDENT GOV'TSUITE BEYOND
4"CLEAR
4' - 8" MIN
EXIST CONC BEAMBEYOND
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT
PTD GYP & MTL STUDCEILING, TYP.
EXIST DOOR &FRAME
NEW PTD GYP& MTL STUDWALLBEYOND
EXIST WALL
EXIST CONC SLAB
DEMOUNTABLEWALL SYSTEM,SINGLE MOUNT
PTD GYP BD& MTL STUDCEILING, TYP
EXIST WALL
EXIST CONCSLAB, TYP
DW
S
4' -
0"
DW
S
3' -
0"
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
C:\U
sers
\cle
ve w
alke
r\Doc
umen
ts\C
D_R
usse
ll Hou
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uite
227
_cle
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5/29
/201
4 10
:23:
38 A
M
A2.3
INTERIOR ELEVATIONS
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/4" = 1'-0"A2.3
1
INT ELEVATION -COLLABORATION CORE NORTH
SCALE: 1/4" = 1'-0"A2.3
4
INT ELEVATION -COLLABORATION CORE SOUTH
SCALE: 1/4" = 1'-0"A2.3
6
INT ELEVATION -STUDENT GOV ENTRY
SCALE: 1/4" = 1'-0"A2.3
9
INT ELEVATION -SOUTH EXTERIOR WALL
SCALE: 1/4" = 1'-0"A2.3
3
INT ELEVATION -2-PERSON BOOTHS
SCALE: 1/4" = 1'-0"A2.3
2
INT ELEVATION -3-PERSON BOOTHS
SCALE: 1/4" = 1'-0"A2.3
10 INT ELEVATION - ENTRY
SCALE: 1/4" = 1'-0"A2.3
5
INT ELEVATION -ENTRY LOBBY WALL
SCALE: 1/4" = 1'-0"A2.3
8
INT ELEVATION - S/M GROUP &STUDENT GOV'T ENTRY
SCALE: 1/4" = 1'-0"A2.3
7
INT ELEVATION -STUDENT GOV ENTRY2
ALTERNATE NO. 1:DEMOUNTABLE WALL
ALTERNATE NO. 1:DEMOUNTABLE WALL
SCALE: 1/4" = 1'-0"A2.3
11
INT ELEVATION -SMALL GROUP
ALTERNATE NO. 1:DEMOUNTABLE WALL
D
EXISTING CLAYMASONRY WALL
EXISTING CONCCOLUMN
DEMOUNTABLE WALL SYSTEM,CURTAIN WALL W/ INTEGRATEDTECHNOLOGY AND MONITORS
5/8" PTD GYP BD,BOTH SIDES
1-5/8" MTL STUD FRAMING@ 16" O.C., DOUBLE STUDS@ COLUMN CORNERS
TELESCOPIC FRAMELESSOPERABLE GLASSPARTITION SYSTEM
WORK ROOM /STORAGE
COLLABORATION
MEETING
DEMOUNTABLE WALLSYSTEM, CURTAIN WALLVERTICAL EXTRUSIONEND CAPALIGN TELESCOPIC
FRAMELESS OPERABLEGLASS PARTITIONSYSTEM & DEMOUNTABLEWALL SYSTEM
FV11 5/8"
ALIGN DEMOUNTABLEWALL SYSTEM CURTAINWALL VERTICALEXTRUSION END CAP W/NEW PTD GYP & MTLSTUD FURRING
3-5/8" MTL STUDS@ 16" O.C.
SEALANT & BACKERROD, BOTH SIDES, TYP
EXISTING PIPE TO REMAIN,COORDINATE SHELVINGINSTALLATION TOMAXIMIZE SHELF SPACE
LINE OF OVERHEADSHELVING
1-5/8" MTL STUD FRAMING@ 16" O.C.
9
B
SM MTG
STUDENTGOVERNMENT
COLLABORATION
EXISTING CONCCOLUMN
DEMOUNTABLE WALL -SINGLE MOUNT
5/8" GYP BD
3-5/8" MTL STUDS@ 16" OC, MAX
1-5/8" MTL STUDFURRING @ 16" O.C.
EXISTINGWALL
1-5/8" MTL STUDFRAMING, DOUBLESTUDS @ COLUMNCORNERS, TYP
5/8" GYP BD
11 5/8" 11 5/8"
FV8"1
5/8"
5/8" GYP BD (ABOVEBUILT-IN SEATING)
FV3" 4" 3"
3-5/8" MTL STUDS@ 16" OC, MAX
5/8" GYP BD
DEMOUNTABLE WALLSYSTEM - SINGLE MOUNT
APPROX. LOCATION OFEXISTING SHELVING TOREMAIN, PROTECTDURING CONSTRUCTION
EXISTING MTL STUD &GYP WALL TO REMAIN
4"9"
9 1/
2"
FV AND ALIGN NEW GYP BD,PATCH SMOOTH, PAINT
3-5/8" MTL STUDS@ 16" O.C.
1010
C
EXISTING CONCCOLUMN
HOLLOW METALFRAME, PTD
DOUBLE METALSTUDS @ JAMB
DEMOUNTABLE WALL SYSTEM,SINGLE MOUNT W/ EXTRUDED2-WAY POST
5/8" PTD GYP BD,BOTH SIDES
5/8" PTD GYP BD,BOTH SIDES
STORAGESM MTG
CONT SEALANT @PERIM. EA. SIDE, TYP
11 3/4" 8 1/2"
5/8" PTD GYP BD,BOTH SIDES
32" MIN CLEAR
DEMOUNTABLE WALLSYSTEM, CURTAIN WALLW/ INTEGRATEDTECHNOLOGY
(1) 80" MONITOR - OFCI
DEMOUNTABLE WALL SYSTEM,SINGLE MOUNT W/ SLIDINGGLASS BARN DOOR
DEMOUNTABLE WALLSYSTEM, CURTAIN WALL,VERTICAL EXTRUSION
DEMOUNTABLE WALLSYSTEM, CURTAIN WALLW/ EXTRUDED 1-WAY POST
3 5/
8"
FV6 3/
4"
ALIGN DEMOUNTABLE WALLSYSTEM W/ GYP BD & MTLSTUD WALL
ALIGN DEMOUNTABLEWALL SYSTEM W/ NEWPTD GYP & MTL STUD WALL
4' - 1 3/8"
32" M
IN C
LEAR 1-5/8" MTL STUD FRAMING @
16" O.C., DOUBLE STUDS @COLUMN CORNERS
3-5/8" MTL STUDS@ 16" O.C.
3-5/8" MTL STUDS@ 16" O.C.
3-5/8" MTL STUDS@ 16" O.C.
DOUBLE METALSTUDS @ JAMB
CONTSEALANT @PERIM EASIDE, TYP
HOLLOW METALFRAME, PTD
C
CHASE
SM MTG
EXIST CONC COLUMN
5/8" PTD GYP BD
5/8" PTD GYP BD
1-5/8" MTL STUD FRAMING@ 16" O.C., DOUBLE STUDS@ COLUMN CORNERS
DEMOUNTABLE WALLSYSTEM, SINGLE MOUNTW/ VERTICAL EXTRUSION
COLLABORATION
FV11 5/8"
ALIGN DEMOUNTABLEWALL SYSTEM, SINGLEMOUNT VERTICALEXTRUSION TO NEW PTDGYP & MTL STUD FURRING
3-5/8" MTL STUDS@ 16" O.C.
3-5/8" MTL STUDS@ 16" O.C.
DEMOUNTABLE WALLSYSTEM, CURTAIN WALL
7
E
E
5/8" GYP BD
PATCH EXISTINGGYP BD AS NEEDED@ JAMB
5/8" GYP BD
EXTERIOR PEDWAYNO WORK
LOBBY
REMOVE EXISTING1" SUB FRAME @ ALLTHREE SIDES
NEW EXTERIORSTOREFRONT DOOR INEXISTING STOREFRONTFRAME - ALLOW FOR 32"MIN. CLEAR
EXISTING CONCCOLUMN
FV9 5/8" 7 3/4" 5" 1' - 11 1/2"
CO
LUM
N, F
V
1' -
8"4"ALIGN & PATCH
EXIST MTLSTUD & GYPFURRING TOREMAIN
TWO-WAY FRAMELESSOPERABLE GLASSENTRY SYSTEM
MIN2"
STEEL JAMB BY OH MANUF
OH FIRE RATED CURTAIN
3-5/8" MTL STUDS
5/8" GYP RETURN @ JAMB
3-5/8" MTL STUDS@ 16" OC, MAX
FV ALL EXISTINGDIMENSIONS TO MEET MINCLEARANCE WIDTH (32")FOR EMERGENCY EGRESS
EXISTING EXTERIORSTOREFRONT SYSTEMTO REMAIN
EXIST EXTERIORMASONRY WALL
3-5/8" MTL STUDSFURRING @ 16"OC, MAX
5/8" GYP BD
STEEL TUBE FRAMEABOVE, SEE STRUCT
OH DOOR OPENING ABOVE
LINE OF GYPSOFFIT ABOVE
1' - 4"
1' -
8"
4 3/4"
STEEL TUBE, SEE STRUCT
ALIGN W/ EDGE OFEXIST STOREFRONT
RELOCATED EXIST STAINLESSSTEEL CORNER GUARD, TYP(3 TOTAL THIS COL.)
1 - 5/8" MTL STUDS@ 16" OC, MAX
RETURN GYP BD @ JAMB
CORNER BEAD, TYP
SEALANT SEALANT
FLOORING TRANSITION /TERRAZZO CUT LINE BELOW
COILING DOORMANUAL CHAINABOVE SOFFIT
INSTALL BREAK MTL TOCONCEAL GAP (PTD BLACK)
E
STEEL JAMB BY OHDOOR MANUF
OH RATED DOOR CURTAIN
HEAD PLATE ABOVE
TWO-WAYFRAMELESSOPERABLE GLASSENTRY SYSTEM
DEMOUNTABLE WALLSYSTEM, CURTAINWALL, TYP
FV5"
MECHANICAL
LOBBY
5"
COLUMN, FV1' - 4"
7 3/4"
STEEL TUBE COLUMN,ANCHORED TO CONC COL W/STL ANGLES, SEE STRUCT
4 3/4"
STEEL TUBE FRAMEABOVE, SEE STRUCT
OH DOOR TRACK ABOVE
LINE OFSOFFIT ABOVE
EXISTING CLAYMASONRY WALL
EXISTING CONCRETECOLUMN
1' - 11 1/2"
DWS, CURTAIN WALL,VERTICAL BLADEEXTRUSION
DWS, CURTAIN WALL W/VERTICAL BLADE EXTRUSIONX-WING END CAP, TYP
GAP2"
FLOORING TRANSITION /TERRAZZO CUT LINE BELOW
GC TO REMOVE PORTION OF EXISTINGWALL AS REQUIRED FOR OH DOORGEAR INSTALLATION. REVIEW ON SITEW/ ARCHITECT TO CONFIRM EXISTINGFIRE RATING IS MAINTAINED
B
2
A2.1
2
A2.1
SM MTG
SM MTG
CORRAMPHITHEATER
DEMOUNTABLE WALLSYSTEM, FACEMOUNT, VERTICALEXTRUSION, TYP
DEMOUNTABLE WALLSYSTEM, FACE MOUNT,SOLID PANELS, TYP
DEMOUNTABLE WALLSYSTEM, SINGLE MOUNT,3-WAY CONNECTION
DEMOUNTABLE WALLSYSTEM, SINGLEMOUNT, TYP
DWS1' - 3 1/2" 4' - 0"
DWS+/-
5/8" GYP BD
11 5/8" 11 5/8"
3-5/8" METALSTUDS @ 16" O.C.
5/8" GYP BD
3-5/8" METALSTUDS @ 16" O.C.
99
EXISTING MTL STUD PARTITIONWITH TILE FINISH
EXISTING CLAYMASONRY PARTITIONTO REMAIN, TYP
DEMOUNTABLE WALL SYSTEM,CURTAIN WALL W/ 2-WAYFULL-HEIGHT SQUARE POST &FLEXIBLE TRIM PIECE
DW
S
+/- 5
"
FV8"
SEALANT & BACKER ROD
ALIGN DEMOUNTABLEWALL SYSTEM W/EXIST TILE WALL
D
MEETINGWORK ROOM /
STORAGE
LEADERSHIPCENTER
1' -
0" M
IN C
LEAR
5/8" PTD GYP BD
EXIST CONC COLUMN
5/8" PTD GYP BD,BOTH SIDES
5/8" PTD GYP BD
TELESCOPIC GLASSENTRANCE SYSTEM
FV
10 3
/8"
3 5/8" 8"
3-5/8" MTL STUDS@ 16" O.C.
1-5/8" MTL STUD FRAMING @16" O.C., DOUBLE STUDS @COLUMN CORNER
3-5/8" MTL STUDS@ 16" O.C.
TELESCOPIC FRAMELESSOPERABLE GLASS PARTITIONSYSTEM - FIXED PANEL
SEALANT & BACKER ROD@ JAMB, BOTH SIDES, TYP
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46 A
M
A3.1
PLAN DETAILS
RU
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VATI
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UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1 1/2" = 1'-0"A3.1
3 PLAN DETAIL @ COL D-9
SCALE: 1 1/2" = 1'-0"A3.1
5 PLAN DETAIL @ COL B-9SCALE: 1 1/2" = 1'-0"A3.1
6 PLAN DETAIL @ COL C-10
SCALE: 1 1/2" = 1'-0"A3.1
4 PLAN DETAIL @ COL C-9
SCALE: 1 1/2" = 1'-0"A3.1
9
PLAN DETAIL @ EXISTEXTERIOR EGRESS DOOR
SCALE: 1 1/2" = 1'-0"A3.1
2
PLAN DETAIL @ COILING DOOR& GLASS ENTRY
SCALE: 1 1/2" = 1'-0"A3.1
8
PLAN DETAIL @ SM MTGROOMS MEDIA WALL
SCALE: 1 1/2" = 1'-0"A3.1
1
PLAN DETAIL @ MEDIA WALL &EXIST STONE PARTITION
SCALE: 1 1/2" = 1'-0"A3.1
7 PLAN DETAIL @ COL D-10
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
10' -
0"
A3.23
DEMOUNTABLE WALLSYSTEM, CURTAIN WALL
EXISTING CEILINGTILE
EXISTING CONC BEAMAND FLOOR SLAB
E
A3.22
FV11
' - 1
"
OH RATED DOORCURTAIN AND HEADPLATE BEYOND
STEEL TUBE COLUMNAND BREAK MTL COVERAT JAMB BEYOND
OH DOOR TRACK ATJAMB BEYOND
CONC COLUMNBEYOND
STEEL BEAM FORGLASS DOORSUPPORT, SEE STRUCT
STEEL TUBE FOR OHDOOR SUPPORT, SEESTRUCT
MTL STUD & GYPCEILING
2 HR FIRE BARRIER:
SLIDING GLASSENTRANCE SYSTEM
DUCT & SLOT DIFFUSER,SEE MECH, COORD. W/LIGHT FIXTURE
LIGHT FIXTURE,SEE ELEC
2-LAYERS TYPE-X 5/8"PTD GYP BD & 4" MTLSTUD @ 16" OC, MAX
EXISTING CEILING TILE,REMOVE AS REQ'D ATNEW SOFFIT, INSTALLNEW WALL MOLDING
EXISTING CONCBEAM
STEEL BEAM,SEE STRUCT
RECESSEDLIGHTING,SEE ELEC
E
SUSPENSIONBRACKET BY GLASSENTRY MANUF.
8"
MIN
.
3 1/
2"
OVERHEAD RATEDCOILING DOOR
HEAD PLATEBEYOND
2 HR FIRE BARRIER:
1' -
6"
EXISTING CONCSLAB ABOVE
4 1/2"
3"
1' - 4"
MECHANICAL DUCTWORKBEYOND W/ FIREDAMPER, SEE MECH
CONC COLUMNBEYOND
5/8" GYP BD, PTD
3-5/8" MTL STUDS@ 16" OC, MAX
10' - 0"A.F.F.
4 3/4"
11' - 1"A.F.F.
FV1' -
1"
MTL STUD FRAMINGANCHORED TOEXTEND TO EXISTINGDECK
5/8" GYP BD, (EXTENDABOVE EXISTINGCEILING)
3-5/8" MTL STUDS@ 16" OC, MAX
CLEAR, COORD W/ DOOR MANUF2' - 0"
STEEL BEYOND FORADDITIONAL BRACKETS(4 TOTAL), SEE STRUCT
OH DOORATTACHMENTS ATCOLUMN BEYOND BYDOOR MANUF
SEAL AT TOP OF WALL,EA SIDE
SLIDING GLASSENTRANCE SYSTEM
9
5/8" GYP BD
RECESSED LIGHT,SEE ELEC.
10' - 0"A.F.F.
STEEL TUBE BEAM,SEE STRUCT, VERIFYHEIGHT W/TELESCOPIC ENTRYSYSTEM
3' -
6"1'
- 6"
EXISTING CONCBEAM BEYOND
EXISTING CONCFLOOR SLAB
5/8" GYP BD, PTD
3-5/8" MTL STUDS@ 16" OC, MAX
RETURN 5/8"GYP BD
MTL STUD FRAMINGCEILING SUPPORTANCHORED TOEXISTING CONC SLAB
GYP SOFFITBEYOND
SUSPENDED WDSLAT CEILING W/ACOUSTICALBACKING
TOP OF GYPSOFFITBEYOND
11' - 0"A.F.F.
8"
2' -
8"2'
- 4"
EXISTING CONCCOLUMN BEYOND
DEMOUNTABLE WALLSYSTEM, SINGLEMOUNT
ELECTRICALCONNECTION BYDEMOUNTABLEWALL MANUF.
ELECTRICALJ-BOX, SEEELEC.
TELESCOPIC GLASSENTRANCE SYSTEM
SUSPEND METALSTUDS AT FIXTURESAS REQ'D, TYP
3-5/8" MTL STUDS@ 16" OC, MAX
THIRD FLOOR28' - 0"
11' - 0"AFF
SEE ELEC.
(3) CEILING MODULES3' - 0"
CLEAR30" MIN
(1) CEILING MODULE1' - 0"
2' -
8"2'
- 4"
10' - 0"AFF
TOP OF GYPSOFFIT BEYOND
LINE OF GYPSOFFIT BEYOND
MTL STUD FRAMINGBEYOND
SUSPENDED WD SLATCEILING W/ACOUSTICAL BACKING
SUSPENDED LINEARLED FIXTURE, SEE ELEC
MTL STUD FRAMINGCEILING SUPPORTANCHORED TOEXISTING CONCDECK
RETURN 5/8"GYP BD
3-5/8" MTL STUDS @16" O.C. MAX
5/8" GYP BD, PTD
A3.26
SECOND FLOOR12' - 6"
E
DEMOUNTABLE WALL SYSTEMBEYOND, CURTAIN WALL
EXISTINGFLOOR SLAB
STEEL TUBE COLUMNAND BREAK MTL COVERAT JAMB BEYOND
OH DOOR TRACK ATJAMB BEYOND
CONC COLUMNBEYOND
GLASS PANELS INSTACKEDPOSITION BEYOND GLASS ENTRY SYSTEM
FLOOR LOCK AT END PANELBEYOND (EA SIDE)
NEW TILEFLOORING
EXISTING TERRAZZOFLOORING
SLIDING GLASSENTRANCE SYSTEM
SUSPENDED WOODGRILL
SUSPENDED LINEARLED FIXTURE 1/2" X 1 1/4" CROSS PIECE
BACKER (BLACK; TYP)
15/16" T-BAR CROSSTEE
15/16" T-BAR MAIN RUNNER
HANGER WIRE, COORDINATEINSTALLATION W/ ALL EXISTINGAND NEW UTILITIES IN PLENUM
ALIGN
CANTILEVER6" MAX3"
GC TO COORDINATEINSTALLATION OF LIGHTINGWITH RCP AND ELECTRICALDRAWINGS, FV ANDCOORDINATE INSTALLATIONOF SUSPENDED CEILINGAFTER LIGHTING IS COMPLETE
ACP-2 TO BE LAID ON TOP OFSUSPENDED WOOD GRILL, CUT TOFIT BETWEEN T-BAR CROSSTEES& MAIN RUNNERS
ST
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OFSOUTH CAROLIN
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QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
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STATE PROJECT NO.
CO
RPO
RAT
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ALA/
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EAL
PRO
JEC
T T I
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CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
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56 A
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A3.2
INTERIOR SECTIONSDETAILS
RU
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IP &
SER
VIC
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R R
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VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/2" = 1'-0"A3.2
1 WALL SECTION AT ENTRY
SCALE: 1" = 1'-0"A3.2
3
SECTION DETAILAT ENTRY HEAD
SCALE: 1" = 1'-0"A3.2
5
SECTION DETAIL AT GYPCEILING & GLASS PARTITION
SCALE: 1" = 1'-0"A3.2
4
SECTION DETAIL ATSUSPENDED WD CEILING
SCALE: 1" = 1'-0"A3.2
2
SECTION DETAIL AT ENTRYSILL
SCALE: 3" = 1'-0"A3.2
6
SECTION DETAIL @SUSPENDED LIGHT &ACOUSTICAL WD CEILING
FIRST FLOOR0"
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
ROOF PLAN40' - 10"
2
A3.3
ZYXWABCD4
A2.1
4
A2.1
NEWCURTAINWALLBAY WINDOW
EXISTING CONC RAMPIN FOREGROUND
E
A3.34
FIRST FLOOR0"
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
ROOF PLAN40' - 10"
12
6"1'
- 6"
13' -
6"
10 3
/4"
5 1/
4"
10"
1 1/
2"1'
- 6
1/2"
1' -
9"9"
1' -
6 1/
2"2'
- 5"
7' -
4 1/
2"
15' -
6"
2' -
2"10
' - 4
"
2' - 8"
A3.41
A3.43
5
A3.4
EXISTING STOREFRONTSYSTEM, PROTECTDURING CONSTRUCTION
EXISTING CONC COLBEYOND
EXISTING STOREFRONTSYSTEM
EXISTING CONCCOL BEYOND
EXISTING BRICK WALL
EXISTING CONCFLOOR SLAB
EXISTINGCONC BEAM
EXISTING CONCCOL BEYOND
EXISTINGCONC BEAMBEYOND
EXISTING CONCFLOOR SLAB
EXISTINGCONC BEAM
EXISTINGCONC BEAMBEYOND
LINE OF MTL STUD& GYP FURRING ATCONC COL BEYOND
NEW PROJECTED CONCSLAB ANCHORED TOEXISTING SLAB & FIN,SEE STRUCT
1' - 3 1/2"
NEW ALUMCURTAINWALLSYSTEM
SUSPENDEDCEILING SYSTEMAS SCHED
MTL STUD & GYPSOFFIT
STL SUPPORTSANCHORED TOEXISTING CONC BEAM,SEE STRUCT
ROOF DRAIN DOWNLEADER, CONCEALEDIN FURRING
ALUM DOWNSPOUT AT CONCCOL BEYOND, FACTORYFINISH (WHITE)
ALUM DOWNSPOUTBRACKET, ALIGN W/EXISTING MULLION
ALUM DOWNSPOUTBRACKET
ALUM DOWNSPOUTBRACKET
1' -
0"
DUCT & SLOTDIFFUSER,SEE MECH.
2
A3.3
B C
SLAB
2' -
8"
SLAB30' - 1"
4' - 0" 20' - 0" 4' - 0"
A3.36
A3.35
A3.3
4
A3.45
EXISTING DOUBLEWYTHE BRICK WALLTO REMAIN
ALUMCURTAINWALLSYSTEM
EXISTING CONCCOLUMN, TYP
ROOF DRAINDOWN LEADER,SEE PLUMBING
12
5
A3.4
EXISTINGMASONRY WALLTO REMAIN
NEW PROJECTEDCONC SLAB
NEW ALUMCURTAINWALLSYSTEM
NEW ALUMROOF COPING
EXISTING CONCFIN
IG2
IG1
12
5
A3.4
EXISTINGMASONRY WALLTO REMAIN
NEW PROJECTEDCONC SLAB
NEW ALUMCURTAINWALLSYSTEM
NEW ALUMROOF COPING
EXISTING CONCFIN
IG2
IG1
SECOND FLOOR12' - 6"
THIRD FLOOR28' - 0"
2
A3.3BC
2
A3.4
5
A3.4
7' -
4 1/
2"2'
- 5"
1' -
6 1/
2"
9"
1' -
9"1'
- 6
1/2"
EXISTING BR WALLBEYOND, PROTECTDURING CONST
EXISTING STOREFRONTSYSTEM BEYOND, TYP,PROTECT DURING CONST
NEW CURTAINWALLBAY WINDOW
EXISTING STOREFRONTSYSTEM BEYOND, TYP,PROTECT DURINGCONST
EXISTING CONC FIN,PROTECT DURINGCONST
NEW CONCPROJECTED SLABCOATED TO MATCHEXISTING, SEE STRUCT
EXISTING CONCCOLUMN BEYOND
IG2
IG1
EXISTING CONC COLBEYOND
FV, ALIGN INTERMEDIATEMULLION W/ CENTER OFCOLUMN
FV5' - 0"
FV7' - 0" EQ EQ
FV7' - 0"
FV5' - 0 1/2"
NOTE:ALL MULLION HTS SHALLMATCH EXISTINGADJACENT STOREFRONTWINDOWS, FV
LOCATION OFFLASHINGTRANSITION /HEIGHT STEPBEYOND, TYP
NEW ALUMROOF COPING
FV, ALIGN INTERMEDIATEMULLION W/ CENTER OFEXISTING MULLION BELOW
2
A3.3
12
B C
2
A3.4A3.36
A3.35
A3.3
4
2' -
6"10
1/2
"
4' - 0" 20' - 0" 4' - 0"
RDOD
MTL ROOFCOPING
STAINLESS STEELROOF LINER
EXISTINGMASONRYWALL
EXISTINGCONCCOL, TYP
SLOPE: 1/4" PER FOOTCONT SEALANT, ENTIREPROFILE OF COPING
1-INCH INSULATED GLASS, LOW-E, FULLY TEMPERED
1-INCH INSULATED GLASS, LOW-E, FULLY TEMPERED, SILICONE-COATED SPANDREL
IG1
IG2
INSULATED-GLASS UNITS
A)
B)
GENERAL GLASS NOTESALL EXTERIOR CURTAIN WALL SYSTEMS SHALL RECEIVE TYPE IG2 INSULATEDGLASS UNLESS NOTED OTHERWISE
EXTERIOR DOOR SHALL RECEIVE TYPE IG3 INSULATED GLASS UNLESS NOTEDOTHERWISE
GLASS LEGEND
VISION GLASS
SPANDREL GLASSSEE BUILDING ELEVATIONS FORSPECIFIC LOCATIONS
ALL NEW CONSTRUCTION WORK AT WINDOW INCLUDING CONCRETE SLAB, STEEL FOR ROOF SUPPORT, ROOFING ANDCURTAINWALL SHALL BE SCHEDULED TO OCCUR IN AS SHORT OF TIME FRAME AS POSSIBLE. SCHEDULING OF THIS WORK SHALLBE COORDINATED WITH ARCHITECT AND OWNER FOR APPROVAL.
EXISTING BRICK PAVERS SHALL BE PROTECTED DURING DEMOLITION AND NEW CONSTRUCTION, ANY RESULTING DAMAGE SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR. OWNER SHALL REMOVE ALL EXTERIOR FURNITURE FROM WORK ZONE.
COLOR OF NEW CURTAINWALL SHALL MATCH EXISTING ADJACENT STOREFRONT. COLOR OF ALUMINUM ROOF COPING SHALLMATCH COLOR OF CURTAINWALL/STOREFRONT.
GENERAL WINDOW / CURTAINWALL NOTES:
A)
B)
C)
D)
E)
CURTAIN WALL FRAMING SHALL BE ANCHORED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE ADDITIONALBEARING PLATES AND CONNECTIONS WITH FINISHED TRIM AS REQUIRED TO ANCHOR CURTAIN WALL TO METAL STUD FRAMING PERCURTAINWALL ENGINEERED DRAWINGS.
CURTAINWALL SIZES ARE DIAGRAMMATIC. ANY CHANGES IN SIZES REQUIRED BY ENGINEERED SHOP DRAWINGS AND CALCULATIONS SHALL BEAT NO ADDITIONAL COST TO THE PROJECT. ANY ADDITIONAL MULLIONS REQUIRED DUE TO WEIGHT OF IMPACT RESISTANT GLAZING SHALL BEAPPROVED BY THE ARCHITECT AND SHALL BE AT NO ADDITIONAL COST TO THE PROJECT. ANY REINFORCING STEEL REQUIRED INSIDE THECURTAINWALL TO MEET WIND LOADS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE PROJECT.
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
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:24:
16 A
M
A3.3
BAY WINDOW PLANS,SECTIONS &ELEVATIONS
RU
SSEL
L H
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IP &
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VIC
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R R
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VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1/8" = 1'-0"A3.3
1 NORTH ELEVATION
SCALE: 1/2" = 1'-0"A3.3
2
SECTION ATNEW BAY WINDOW
SCALE: 1/4" = 1'-0"A3.3
3 BAY WINDOW PLAN
SCALE: 1/4" = 1'-0"A3.3
6
NORTH ELEVATION@ BAY WINDOW
SCALE: 1/4" = 1'-0"A3.3
5
SOUTH ELEVATION@ BAY WINDOW
SCALE: 1/4" = 1'-0"A3.3
4
WEST ELEVATION@ BAY WINDOW
SCALE: 1/4" = 1'-0"A3.3
7 BAY WINDOW ROOF PLAN
12
EXISTINGSTOREFRONTSYSTEM
FV4 1/4"
EXISTING BRICKBEYOND
EXISTING STOREFRONTMTL TRIM BEYOND
1 1/
2"
TWO-PIECE STAINLESS STEELCOUNTER FLASHING
4"
SEE DETAIL 1/A3.4FOR TYPICALNOTES
SEE DETAIL1/A3.4 FORTYPICAL NOTES
A3.46
THIRD FLOOR28' - 0"
12
1 1/2" ROOF DECK,SEE STRUCT
EXISTING DOUBLEWYTHE BRICK WALLTO REMAIN
EXISTING CONCCOL BEYOND
EXISTING CONCFLOOR SLAB
EXISTINGCONC BEAM
A3.44
STL CHANNEL, TYP,SEE STRUCT
STL CHANNELBEYOND, SEESTRUCT
SPANDREL GLASS
ALUMINUMCURTAINWALLSYSTEM
EXISTING CONCCOL BEYOND
FV1' - 7"
FV4 1/4" 2' - 2 1/4"
CONT ALUM ROOFCOPING
CURTAINWALLBEYOND
6"1
1/2"
3-5/8" MTLSTUDS @ 16" OC
5/8" GYP BD
CONT BATTINSULATION
1-5/8" MTLSTUDS @ 16" OC
5/8" GYP BD 3" DIA DRAINLINE BEYOND,SEE PLUMB
1' -
2"
2' - 7 1/2"
SECOND FLOOR12' - 6"
12
10"
5 1/
4"10
3/4
"
2' -
2"
10 3
/4"
1' - 4 1/2" 1' - 3 1/2"
2' - 8"
EXISTING STOREFRONTSYSTEM, PROTECTDURING CONSTRUCTION
EXISTING CONC COLBEYOND
EXISTINGCONC BEAM
EXISTINGCONC SLABBEYOND
NEW PROJECTED CONC SLABANCHORED TO EXISTING SLAB& FIN PTD TO MATCHEXISTING, SEE STRUCT
1 1/4"FV
1' - 8" 5 5/8"
ALUM CURTAINWALLSYSTEM
1/2" CHAMFERED CONCCORNER
GLAZING AS SCHEDULED
CURTAINWALLBEYOND
3" DIA DRAINLINE BEYOND,SEE PLUMB
LINE OF GYPFURRING ATCOLUMN BEYOND
EXISTING CONC FIN, FV ALLDIMENSIONS. CORE DRILLFOR DRAIN LINES (2LOCATIONS), SEE STRUCT
4 1/2" 1' - 0"
CONT 1/2" SEALANT& BACKER ROD @PERIM, EA SIDE
3"
ALUM DOWNSPOUTBRACKET ANCHORED TOEXISTING CONC COL
6"
EXTEND PVC DRAIN 3"INSIDE MTL DS
ALUM DOWNSPOUT ATCONC COL BEYOND, PTD
1"
1/2"
12
B
1' - 4 3/4" 3' - 0 3/4" 1' - 7 1/4"
SLAB
2' -
8"
8"
90.0
0°
EDGE OF SLAB5' - 0 1/2"
EXISTING DOUBLEWYTHE BRICKWALL TO REMAIN
ALUM CURTAINWALLSYSTEM
3-5/8" MTLSTUDS @16" OC, MAX
5/8" GYP BD
1-5/8" MTL STUDS@ 16" OC, MAX
5/8" GYP BD
8"
EXISTINGCONCCOLUMN
1-5/8" MTLSTUDS @ 16"OC. MAX, TYP
5/8" GYPBD, TYP
COLUMN, FV1' - 4"
1 5/
8"C
OLU
MN
, FV
1' -
8"4
1/2"
LINE OF GYPSOFFIT ABOVE
3-5/8" MTLSTUDS
ROOF DRAINDOWN LEADER,SEE PLUMBING
1' - 0"
FV4 1/
4"
CU
RTA
INW
ALL
2' -
3 1/
4"1/
2"
5/8" GYP BD
PROJECTED CONC SLABBELOW, SEE STRUCT
GLAZING ASSCHEDULED
1/2" SEALANT &BACKER ROD
CONT 1/2" SEALANT& BACKER ROD @PERIM, EA SIDE
ALUM CURTAINWALLINTERMEDIATEMULLION, SEEELEVATIONS
SEALANT AT SLAB
ALUM CURTAINWALLCORNER MULLIONMITER CORNER GLASS
STRUCTURAL SILICONESEALANT
1-5/8" MTL STUDS@ 16" OC, MAX
2
A3.3
THIRD FLOOR28' - 0"
12
1 1/2" MTL ROOFDECK, SEE STRUCT
EXISTING DOUBLEWYTHE BRICK WALLTO REMAIN
EXISTINGCONC BEAM
STL CHANNEL, TYP,SEE STRUCT
STL CHANNELBEYOND, SEE STRUCT
SPANDREL GLASS
ALUMINUMCURTAINWALL SYSTEM
CONT ALUMROOF COPING
CURTAINWALL BEYOND
CONT ROOFING MEMBRANE, 80MIL, EXTEND OVER PARAPET &DOWN FRONT FACE
CONT TAPEREDINSULATION
ALUM ROOF COPING BEYOND
CURTAINWALL CLIPANGLE ANCHOREDTO STL CHANNEL(EA MULLION, BY CWINSTALLER)
STAINLESS STL ROOFDRAIN, SEE PLUMB
1/2" EXT GRADEPLYWOOD
CONT ROOFING MEMBRANE,80 MIL, EXTEND INTO DRAIN
1/2" EXT GRADEPLYWOOD
CONT STAINLESS STL ROOFLINER W/ ROUNDED CORNERS
STL ANGLE (BRICKSHELF) ANCHOREDTO CONCRETE, SEESTRUCT
3-5/8" MTL STUDINFILL @ 16" OC
1-5/8" MTL STUDS@ 16" OC
5/8" GYP BD
1-5/8" MTL STUDS@ 16" OC
5/8" GYP BD
CONT 1/2" SEALANT& BACKER ROD
CONT BATTINSULATION
CONT BATTINSULATION
1/2" EXT GRADEPLYWOOD
3-5/8" MTLSTUDS @ 16" OC
TWO-PIECE STAINLESS STEELCOUNTER FLASHING FLUIDAPPLIED MEMBRANE
FLUID APPLIED MEMBRANEADHERED TO EXISTING SOLIDCAVITY & OVER STAINLESS STLFLASHING
THREE COURSE NEWBRICK, ENTIREMASONRY WIDTH
2 LAYERS - 2" THK RIGIDINSULATION
3" PVC DRAIN LINE,SEE PLUMB
GENERAL ROOF NOTES:1. COUNTER FLASHING AND FLUID APPLIED MEMBRANE DETAILS AT EXISTING BRICK WALL ARE BASED ONASSUMPTION THAT WALL CAVITY IF SOLID (GROUTED OR CLAY TILES). IF CAVITY AT THIS LOCATION IS NOT SOLID,THRU-WALL FLASHING SHALL BE INSTALLED TO REAR OF CAVITY. GC SHALL REVIEW WITH ARCHITECT AFTERWALL INVESTIGATION. ROOF SHOP DRAWINGS SHALL INCLUDE ALL FLASHING EXTENTS, ATTACHMENTS,TRANSITIONS AND TERMINATION METHODS BASED ON WALL INVESTIGATION.
2. STAINLESS STEEL LINER SHALL BE PREFABRICATED AND WATER TESTED PRIOR TO INSTALLATION. FIELDVERIFY AND ALLOW FOR 1/4" EACH SIDE OF LINER FOR EXPANSION (NO LONGITUDINAL SEAMS IN LINER).
3. ROOFING MEMBRANE SHALL BE 80 MIL AND EXTEND INTO ROOF DRAIN, OVER PARAPET/ DOWN FRONT FACE,AND UNDER COUNTER FLASHING.
4. ROOF DRAIN SHALL BE STAINLESS STEEL AND INSTALLED BY ROOFING CONTRACTOR.
5. RIGID INSULATION SHALL BE TAPERED TO ACHIEVE ROOF SLOPE OF 1/4" PER FOOT. INSULATION SHALL BEMECHANICALLY FASTENED TO METAL DECKING.
GC TO REMOVE TWOMASONRY COURSESABOVE FLOOR LEVEL FORWALL INVESTIGATION, SEEDEMO SECTION
CONT BATTINSULATION ATENTIRE FACE OFEXISTING BEAM
CONT MTL CLEAT EASIDE OF COPING,SECURED 6" OC
1' -
2"
8"
2"
3/4"
ROOF CANT
LIGHT GAUGE BENTPLATE ANCHORED TOSTUDS FOR COPINGSUPPORT, SEE STRUCT
GC TO CONFIRM CAVITYINFILL MATERIAL(POTENTIAL GROUT ORCLAY TILES) OR IFEMPTY, SEE GENERALROOF NOTES
THIRD FLOOR28' - 0"
12
EXISTINGSTOREFRONTSYSTEM
EXISTING BRICKBEYOND
EXISTING STOREFRONTMTL TRIM BEYOND
TWO-PIECE STAINLESS STEELCOUNTER FLASHING, EXTEND TOEXISTING STOREFRONT TRIM & TURN UP
EXISTING STOREFRONT MTL TRIM
MTL TERMINATION BAR
CONT SEALANT
FLUID APPLIED MEMBRANE BEYOND,TURN UP AT JAMB FOR END DAM
EXISTINGCONC BEAM
3-5/8" MTL STUDINFILL @ 16" OC,STOP 1-1/2" BELOWEXISTING SILL
1 1/
2"
RETURN COUNTERFLASHING BEYOND
EXISTING BRICKWALL TOREMAIN, TYP
SPANDREL GLASS
ALUMINUMCURTAINWALL SYSTEM
STAINLESS STLROOF LINER
TWO-PIECE STAINLESSSTL COUNTER FLASHING
CONT ALUM ROOFCOPING
EXISTINGSTOREFRONTSYSTEM TOREMAIN, TYP
TWO-PIECE MTLCOUNTER FLASHINGOVER MTL STUD INFILL,SLOPE TO SILL OFSTOREFRONT FRAME
THE EXISTING BRICK COURSES TO BEREMOVED FOR WALL CAVITY INVESTIGATION.NEWLY INSTALLED BRICK SHALL MATCHEXISTING OR CAN BE SALVAGED BR FROM ANYPORTION OF REMOVED WALL
GLASS ASSCHEDULED
2/A3.4
1/A3.4
TERMINATION BAR ATSTOREFRONT SILL
CONT ALUMROOF COPINGWITH END CAP
EXISTINGCONC COLUMN
CONT SEALANT,ENTIRE PROFILE OFCOPING
RETURN STAINLESS STLCOUNTER FLASHING ATBRICK JAMB W/ END DAM
STAINLESS STEEL FASTENERS
DOWNSPOUT BRACKET, SHOPFABRICATED FROM 1/8" X 11/2" ALUMINUM CLAD TOMATCH DOWNSPOUT
3 1/4"
4" DIA ALUMINUM DOWNSPOUT
1 1/
2"
1 1/
2"
2 1/2"
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
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ALA/
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EAL
PRO
JEC
T T I
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PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
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A
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ERETSIG
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Columbia, SC6198
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4 10
:29:
14 A
M
A3.4
BAY WINDOW DETAILS
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
SCALE: 1 1/2" = 1'-0"A3.4
2
SECTION DETAIL AT BAYWINDOW
SCALE: 1 1/2" = 1'-0"A3.4
1
SECTION DETAIL AT BAYWINDOW
SCALE: 1 1/2" = 1'-0"A3.4
3
SECTION DETAIL AT BAYWINDOW
SCALE: 1 1/2" = 1'-0"A3.4
5 PLAN DETAIL AT BAY WINDOW
SCALE: 3" = 1'-0"A3.4
4
SECTION DETAIL AT BAYWINDOW
SCALE: 3" = 1'-0"A3.4
6
SECTION DETAIL AT BAYWINDOW - AT STOREFRONT
SCALE: 1/4" = 1'-0"A3.4
7 AXON AT BAY WINDOW ROOF
SCALE: 3" = 1'-0"A3.4
8 DS BRACKET
WALL ASSCHEDULED
3 5/8" MTL STUD
HOLLOW METALFRAME, PAINTED
DOOR ASSCHEDULED
3 5/8" MTL STUDRUNNER
2"5/
8"
SEALANT,BOTH SIDES,TYP.
SCALE
H1 HEAD DETAIL 1-1/2" = 1'-0"
SCALE
J1 JAMB DETAIL 1-1/2" = 1'-0"
WALL ASSCHEDULED
DOUBLE STUD, TYP.
HOLLOW METALFRAME, PAINTED
DOOR ASSCHEDULED
2"2"
JAMB ANCHORSMIN. 3 PER JAMB
2"5/
8"
SEALANT, BOTHSIDES, TYP.
5 7/8"
5 7/8"
2"2"
HOLLOW METALDOOR FRAME
DOOR - SEE DOORSCHEDULE, SEE PLANFOR DOOR SWINGDIRECTION
VINYL FLOORFINISH ASSCHEDULED
CARPET FLOORFINISH ASSCHEDULED
CARPET FLOORFINISH ASSCHEDULED
SCALE
S2 RESILIENT TO CPT 3" = 1'-0"
SCALE
S3 CPT TO PT 3" = 1'-0"
RESILIENT EDGE STRIP
FLOOR LEVELINGCOMPOUND
TILE FLOOR FINISHAS SCHEDULED
TILE FLOOR FINISHAS SCHEDULED
SCALE
S4 PT TO EXST TERRAZZO 3" = 1'-0"
ANODIZED ALUMINUM TRANSITIONWITH TRAPEZOID-PERFORATEDANCHORING LEG AND MOVABLETRANSITION ARM (SCHLUTER -RENO-V OR EQUAL)
EXISTING TERRAZZOFLOOR
EXISTING CONCRETEFLOOR
FLASH EXISTING CONCRETEFLOOR TO ALLOW LEVELFINISH MATERIALTRANSITION
ANODIZED ALUMINUM TRANSITIONWITH TRAPEZOID-PERFORATEDANCHORING LEG AND 87 DEGREESLOPED VERTICAL WALL SECTION(SCHLUTER - SCHIENE OR EQUAL)
1 9/32"
SEALEDCONCRETE ASSCHEDULED
RESILIENTFLOORINGREDUCER
RESILIENTFLOORING ASSCHEDULED
DOOR FRAME ASSCHEDULED
5 3/4"FRAME VARIES
DOOR ASSCHEDULED
SCALE
S1 RESILIENT TO CONC 3" = 1'-0"
D2
7' -
0"
3' - 0"
1-3/4" HOLLOW METAL DOORPAINTED TO MATCH
ARCHITECT'S SAMPLE
D1
7' -
0"
3' - 6"
1-3/4" HOLLOW METAL DOORPAINTED TO MATCH
ARCHITECT'S SAMPLE
FLOOR LINE
DOOR TYPESSCALE: 1/4" = 1'-0"
D4
10' -
0"
FIELD VERIFY OPENING PRIOR TO FABRICATION22' - 10" (+/-)
MANUAL (CHAIN OPERATED)OVERHEAD FIRE RATED
COILING DOOR
FLOOR LINE
NEW METAL STUDAND GYP SOFFIT
2
A3.19
A3.1
3
A3.2
1. NEW STOREFRONT DOOR INSTALLED IN EXISTING STOREFRONT FRAME AFTER 1" SUB FRAME IS REMOVED.FIELD MEASURE ALL DIMENSIONS AFTER SUB FRAME IS REMOVED.
2. PREPARE DOOR AND FRAME TO RECEIVE OWNER FURNISHED, OWNER INSTALLED CARD READER. SEEELEC. DRAWINGS AND HARDWARE SCHEDULE.
DOOR SCHEDULE REMARKS
EXISTING 1" STOREFRONT SUBFRAMETO BE REMOVED, DASHED
EXISTING STOREFRONTFRAME TO REMAIN
EXISTING STOREFRONT DOOR TO BEREMOVED INCLUDING ALL HARDWARE
F3EXTERIOR - EXISTING
STOREFRONT SYSTEM(FIELD VERIFY ALL
DIMENSIONS)
9
A3.1
1-INCH INSULATED GLASS, LOW-E, FULLY TEMPERED
1-INCH INSULATED GLASS, LOW-E, FULLY TEMPERED, SILICONE-COATED SPANDREL
IG1
IG2
INSULATED-GLASS UNITS
A)
B)
GENERAL GLASS NOTESALL EXTERIOR CURTAIN WALL SYSTEMS SHALL RECEIVE TYPE IG2 INSULATEDGLASS UNLESS NOTED OTHERWISE
EXTERIOR DOOR SHALL RECEIVE TYPE IG3 INSULATED GLASS UNLESS NOTEDOTHERWISE
GLASS LEGEND
VISION GLASS
SPANDREL GLASSSEE BUILDING ELEVATIONS FORSPECIFIC LOCATIONS
9
A4.1
8
A4.1
2' - 6"2' - 6"3' - 0"8' - 2 1/4"
EQ EQ EQ
PROVIDEFILLER PANELSCRIBED TOWALL, TYP.
ALL CABINETS ANDDRAWERS TO BELOCKABLE; ALL TO BEKEYED TO SAME LOCK
EACH MAILBOX TORECEIVEINTERCHANGEABLENAMEPLATE; SEESPECIFICATIONS FORDETAILS
BASE ASSCHEDULED
4"
3' -
0"1'
- 8"
2' -
10"
10' -
0"
EQEQ
EQTY
P1
1/4"
5' -
0"
INVERTED METAL BRACKETS TOBE MOUNTED ABOVE METALSHELF; BRACKETS TO BE SPACEDEQUALLY ACROSS SPAN OFSHELVING AT NO MORE THAN 4'-0"APART
SHELVING TO SUPPORT AMINIMUM OF 200 LB WEIGHTCAPACITY PER 4'-0" LF
GC TO PROVIDE SHEET METALBLOCKING SUFFICIENT TO CARRYWEIGHT OF SHELVING ANDSPECIFIED MINIMUM WEIGHTCAPACITY AT GYPSUM WALLS; ATMASONRY WALLS GC TO INSTALLSHELVING WITH SUFFICIENTINDUSTRIAL FASTENERS
EQ4'-0" MAX TYPICAL
EQ EQ
TYP1' - 4"
10' -
0"
16"D GARAGE INVERTEDSHELVING BY MONKEYBARS GARAGE STORAGESYSTEMS OR EQUAL
102
A2.1
1 5/8"
NEW CONC SLAB INFILL,SEE STRUCT.
EXISTING CONC SLAB
LIGHT FIXTURE, SEE ELEC.
5/8" PTD GYP BD ON 3-5/8"MTL STUD FRAMING @ 16"O.C. BRACE TO DECKABOVE
WALL BEYOND
A4.16
2' - 4" 2' - 4" 2' - 4" 2' - 4"TYP2"
TYP
4"
TYP
8"4
EQU
AL R
ISER
S4'
- 0"
10' -
0"
A4.17
NOTE:ALL LIGHT GAUGE FRAMINGSUPPORTS FOR BUILT-IN SEATINGSHALL BE ENGINEERED INACCORDANCE W/ SPEC 054000.
PRESSURE TREATED WOODBLOCKING, TYP.
ADJUSTABLE SHELVES (3), TYP.
PLASTIC LAMINATE ON ALL EXPOSEDEXTERIOR FACES OF CABINET, DRAWER,AND DOOR FRONTS, TYP. (3MM PVC EDGEBANDING)
ADJUSTABLE SHELF, TYP.
BASE AS SCHEDULED
1/2" THICK SOLID SURFACE COUNTERTOP ON 1" PLYWOOD BALANCE SHEET
HEAVY DUTY DOUBLEDOOR CYLINDER BODYLOCK, TYP.
HEAVY DUTY FRONT LOCKINGCYLINDER BODY DRAWER LOCK,TYP.
HEAVY DUTY DOUBLE DOORCYLINDER BODY LOCK, TYP.
4" BRUSHED CHROME WIREPULL, TYP
4"3'
- 0"
1' -
8"2'
- 10
"
10' -
0"
MELAMINE ON ALLEXPOSED INTERIORSURFACES, TYP.
PLASTIC LAMINATE ON ALL EXPOSEDEXTERIOR FACES OF WALL CABINET& CABINET DOORS, INCLUDINGCABINET TOP & BOTTOM, TYP. (3MMPVC EDGE BANDING)
MELAMINEON
ALL EXPOSEDINTERIOR
SURFACES,TYP.
1' - 6"
CONTINUOUS SEALANT
4"H SOLID SURFACE BACKSPLASH
CONTINUOUS SEALANT
F2HOLLOW METALFRAME W/ PAINT
FINISH
7' -
0"2"
2" 3' - 0" 2"
3' - 4"
7' -
2"
F1HOLLOW METALFRAME W/ PAINT
FINISH
7' -
0"2"
2" 3' - 6" 2"
3' - 10"
7' -
2"
FLOOR LINE
FRAME TYPESSCALE: 1/4" = 1'-0"
FV+/
- 7'
- 0"
FV+/- 2' - 10"
IG1
D3EXTERIOR -
STOREFRONT DOOR W/FACTORY PAINT TO
MATCH EXISTING
6"FV
1' -
0"
6" FV 6"
NOTE:NEW DOOR SHALL BE 32" CLEAR (MIN.)IN OPEN POSITION TO BE CODECOMPLIANT FOR EMERGENCY EGRESS.NOTIFY ARCHITECT IF UNATTAINABLE
SALVAGE EXISTINGTRANSITION ORREPLACE TO MATCH
EQEQ
EQ
4"
10' -
0"
PLASTIC LAMINATE ON ALL EXPOSEDFACES OF MAILBOXES INCLUDINGSHELVES (.5 MM PVC EDGE BANDING)
PRESSURE TREATED WOODBLOCKING, TYP.
ADJUSTABLE SHELVES (3)
PLASTIC LAMINATE ON ALL EXPOSEDEXTERIOR FACES OF CABINET, DRAWER,AND DOOR FRONTS, TYP. (3MM PVC EDGEBANDING)
ADJUSTABLE SHELF
BASE AS SCHEDULED
HEAVY DUTY DOUBLE DOORCYLINDER BODY LOCK, TYP.
HEAVY DUTY FRONT LOCKINGCYLINDER BODY DRAWER LOCK,TYP.
HEAVY DUTY DOUBLE DOORCYLINDER BODY LOCK, TYP.MELAMINE
ONALL EXPOSED
INTERIORSURFACES,
TYP.
MELAMINE ON ALLEXPOSED INTERIORSURFACES, TYP.
PLASTIC LAMINATE ON ALL EXPOSEDEXTERIOR FACES OF WALL CABINET& CABINET DOORS, INCLUDINGCABINET TOP & BOTTOM, TYP. (3MMPVC EDGE BANDING)
1/2" THICK SOLID SURFACE COUNTERTOP ON 1" PLYWOOD BALANCE SHEET
INTERCHANGEABLE NAME PLATE, TYP
3/4" STRIP WOOD FLOORING -TRANSITIONS AT CORNERS TOBE MITERED, TYP.
CONTINUOUS 30 LB. BUILDING FELT
CONTINUOUS 1"PLYWOODSHEATHING
2 LAYERS 1" PLYWOOD
METAL STUD FRAMING, HORIZONTALSPACING TO BE 8" O.C.
1/2" WOOD FASCIA - FRONT TORECEIVE PL-1
5/8" DENSDECK ROOF BOARD BYGEORGIA PACIFIC OR EQUAL
3.5" THICK NONCOMBUSTIBLEMINERAL WOOL SEMI-RIGID BATTINSULATION TO INFILL STUD CAVITIES
METAL STRAPPING SPACED EVENLYAND SECURED TO THE BOTTOM OFMETAL STUDS TO SUPPORT MINERALWOOL BATT INSULATION
TYP2' - 4"
TYP
1' -
0"
TYP
1' -
0"
TYP
4"TY
P1'
- 0"
TYP
4"
8' - 0"
MAX
2' -
10" WALL MOUNTED
COUNTER SUPPORTBRACKET; EACHBRACKET TOSUPPORT 450 LBMINIMUM
32" MAXEQ
32" MAXEQ
32" MAXEQ
CANTILEVEREDSOLID SURFACEWORK COUNTER
5
A4.1
MAX
2' -
10"
3 1/
2"
1' - 3"
PORCELAIN TILE BASE AS SCHEDULED
WALL MOUNTED COUNTER SUPPORTBRACKET; EACH BRACKET TOSUPPORT 450 LB MINIMUM
1 - 5/8" METAL STUDS SPACED 16" O.C.
STEEL RUNNER ANCHORED TOEXISTING SUBSTRATE
5/8" GYPSUM WALLBOARD
PROVIDE BLOCKING SUFFICIENTTO CARRY 450 LBS PER BRACKET
SOLID SURFACE COUNTER TOP; CORNERSTO BE MITERED TO MINIMIZE APPEARANCEOF SEAMS; REINFORCE INSIDE CORNERSAS REQUIRED
CONTINUOUS SHEET OF 3/4" PLYWOOD; TOCONTAIN NO JOINTS AT LENGTH OF COUNTER
1 1/2"
CONT SEALANT ENTIRECOUNTER PERIMETER
SEALANT JOINT
1 - 5/8" METALSTUDS SPACED 16"O.C.
5/8" GYPSUMWALLBOARD
METAL "J" RUNNERTRIM CAP
1/2"
1/2" REVEAL
METAL "L" BACKBANDREVEAL TRIM PIECE
GENERAL DOOR ANDFRAME NOTES:FIELD VERIFY ALL OPENINGS.
ALL HEAD, JAMB AND SILL CONDITIONS MAY NOT BE INDICATED FOR ALL FRAME TYPES - SEEPLANS, SECTIONS, ELEVATIONS & DETAILS FOR ADDITIONAL INFORMATION.
OWNER WILL PROVIDE AND KEY CORES
A)
B)
C)
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CO
RPO
RAT
E SE
ALA/
E S
EAL
PRO
JEC
T T I
TLE
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSHARCHITECTS + PLANNERS IS PROHIBITED AND ANYINFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
H27-Z145
ST
ATE
OFSOUTH CAROLIN
A
AD RCHIT
ECT
ERETSIG
RE
BARBARAHALLER
Columbia, SC6198
C:\U
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/201
4 10
:24:
41 A
M
A4.1
CASEWORKELEVATIONS, SECTIONS& DETAILS - DOORSCHEDULE, TYPES &DETAILS
RU
SSEL
L H
OU
SE L
EAD
ERSH
IP &
SER
VIC
EC
ENTE
R R
ENO
VATI
ON
UN
IVER
SITY
OF
SOU
TH C
ARO
LIN
A
CO
LUM
BIA,
SC
BID SET
14.150.00
05/29/14
DOOR SCHEDULE
DOOR NODOOR FRAME
RATING HDWR REMARKSWIDTH HEIGHT TYPE TYPE HEAD JAMB SILL1 3' - 6" 7' - 0" D1 F1 H1 J1 S12 3' - 6" 7' - 0" D1 F1 H1 J1 S23 3' - 0" 7' - 0" D2 F2 H1 J1 S14 2' - 10" 7' - 0" D3 F3 -- -- -- 1,25 23' - 0" 10' - 0" D4 -- -- -- S4 2 HR
SCALE: 1/2" = 1'-0"A4.1
1 WORKROOM CASEWORKSCALE: 1/2" = 1'-0"A4.1
2
WORKROOM SHELVINGTYPICAL
SCALE: 1/2" = 1'-0"A4.1
4 AMPHITHEATER SECTION
SCALE: 1" = 1'-0"A4.1
8
WORKROOM TYP WALL & BASECABINET SECTION
SCALE: 1" = 1'-0"A4.1
9
WORKROOM MAILBOX & BASECABINET SECTION
SCALE: 1" = 1'-0"A4.1
6
SECTION DETAIL ATAMPHITHEATER
SCALE: 1/2" = 1'-0"A4.1
3 LOBBY WORK COUNTER
SCALE: 1" = 1'-0"A4.1
5
LOBBY WORK COUNTERSECTION
SCALE: 3" = 1'-0"A4.1
7
SECTION DETAIL ATAMPHITHEATER
ALTERNATE NO. 2 -BUILT-IN SEATING ATAMPHITHEATER
ALTERNATE NO. 2 -BUILT-IN SEATING ATAMPHITHEATER
ALTERNATE NO. 2 -BUILT-IN SEATING ATAMPHITHEATER
14.150.00
05/29/14
BID SET
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
H27-Z145STATE PROJECT NO.
FIRST FLOORDEMOLITION PLAN
MD1.1
14.150.00
05/29/14
BID SET
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
H27-Z145STATE PROJECT NO.
12
11
10
9
A B C D E
SECOND FLOORDEMOLITION PLAN
MD1.2
14.150.00
05/29/14
BID SET
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
H27-Z145STATE PROJECT NO.
FIRST FLOOR PLAN
M1.1
14.150.00
05/29/14
BID SET
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
H27-Z145STATE PROJECT NO.
12
10
9
7
A B C D E
SECOND FLOORPLAN
M1.2
14.150.00
05/29/14
BID SET
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
H27-Z145STATE PROJECT NO.
DETAILS, NOTES,SCHEDULES, ANDLEGEND
M2.1
14.150.00
05/29/14
BID SET
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
H27-Z145STATE PROJECT NO.
12
10
9
7
A B C D E
FLOOR PLANS,SECTIONS, NOTES,SCHEDULE, ANDLEGEND
P1.1
FIRST FLOOR
0"
SECOND FLOOR
12' - 6"
THIRD FLOOR
28' - 0"
ROOF PLAN
40' - 10"
12
FIRST FLOOR
0"
THIRD FLOOR
28' - 0"
B
SECOND FLOOR
12' - 6"
A B C
10
9
12
14.150.00
05/29/14
BID SET
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
H27-Z145STATE PROJECT NO.
12
10
9
7
A B C D E
SECOND FLOORPLAN, SECTION,NOTES, ANDLEGEND
FP1.1
FIRST FLOOR
0"
THIRD FLOOR
28' - 0"
B
SECOND FLOOR
12' - 6"
9
10
12
A B C ED
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