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RUSSELL HOUSE LEADERSHIP - Scpurchasing.sc.edu/solicitations/H27-Z145 Drawings.pdf · p1.1 floor...

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UP DN DN UP DN DN DN UP DN DN UP DN DN DN UP DN UP DN DN DN DN UP UP (ABANDONED STAIR) ST13 V210 228C 228D 228B 228A H209 228E 228F 227J 227I 227K 227H 227G 227F 227E 227D 227C 227B 227A 227L 227L1 227M 227N 227Z1 227X 227T 227S 227R 227Q 227O 229 229A 229B V201 V202 ST01 ST02 V204 ST07 201 H201 202 203 204 205 ST04 206 207A 207B 207C 209 208 210 210A 210C 210B H202 EV02 ST05 211 212 213 214 V206 215 215A V207 216 V208 217 V205 EV01 ST06 218 218G 218A 218B 218C 218D 218E 218F H204 H203 222H EV03 ST08 ST09 225B 224 220H 226 219 219A 221C 221B 221 H207 ST10 225A 225 223 H206 222E 222F 222G 220F 220G H208 222D 222 222A 222B 222C 220A 220B 220C 220D 220E 220I 220K 220J 220 229C 229D 227Z 227P 227U 227Y 227W V209 200 V211 H210 228 227 ST03 222I 218H 1' - 6" 5' - 0" MIN PULL SIDE FRONT APPROACHES 4' - 0" IF DOOR HAS BOTH A 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" MIN 4'-0" MIN IF DOOR HAS BOTH A CLOSER & LATCH MIN 2' - 0" 4' - 0" MIN PULL SIDE LATCH SIDE APPROACHES 54" MIN IF DOOR HAS A CLOSER PUSH SIDE 2' - 0" 3' - 6" MIN 4' - 0" MIN TWO HINGED DOORS IN A SERIES NOTE: DIMENSIONS AND CLEARANCES SHOWN MUST BE PROVIDED AT ALL DOORS. CONTRACTOR SHALL REVIEW FIELD LAYOUT AND CONFIRM THAT ALL OF THE APPROPRIATE CLEARANCES ARE PROVIDED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. ANY REMEDIAL WORK THAT SHOULD HAVE BEEN AVOIDED BY BRINGING DISCREPANCIES TO THE ARCHITECT'S ATTENTION SHALL BE AT THE CONTRACTORS EXPENSE. MIN 4'-0" MIN IF DOOR HAS A CLOSER MIN 1' - 0" MIN MIN IF DOOR HAS BOTH A CLOSER & LATCH 5' - 0" MIN 2ND FLOOR - KEY PLAN AREA OF WORK CONCRETE CONCRETE MASONRY UNIT (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 AFF AFG ALUM ARCH BLKG BU CL CJ CLG CTR CONC CMU CONT DIA DS DWG EXT EXIST EA EJ ELEC EL ELEV EQUIP EWC FIN FB FD FOF FOS FR FV GA GALV GYP BD HM HORIZ HT HVAC ID INSUL JT LAV ABOVE FINISH FLOOR ABOVE FINISHED GRADE ALUMINUM ARCHITECTURAL BLOCKING BUILT-UP ROOF CENTERLINE CONTROL JOINT CEILING CENTER CONCRETE CONCRETE MASONRY UNIT CONTINUOUS DIAMETER DOWN SPOUT DRAWING EXTERIOR EXISTING EACH EXPANSION JOINT ELECTRICAL ELEVATION ELEVATOR EQUIPMENT ELECTRIC WATER COOLER FINISH FLOOR BOX FLOOR DRAIN FACE OF FINISH FACE OF STUD FIRE RETARDANT FIELD VERIFY GAUGE GALVANIZED GYPSUM BOARD HOLLOW METAL HORIZONTAL HEIGHT HEATING VENTILATION AIR-CONDITIONING INSIDE DIAMETER INSULATION JOINT LAVATORY MAX MECH MFR MIN MO NIC NOM NTS OC OD OH ORD OS P PL PR PT R, RAD REQD RD RO SF SIM SPEC SS STD STR SUSP TOS TOW TYP UNO VERT VCT W/ WC WR WWF WD WP VTR MAXIMUM MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OVERFLOW ROOF DRAIN OVERFLOW SCUPPER PAINT PLATE, PROPERTY LINE PAIR PRESSURE TREATED RADIUS REQUIRED ROOF DRAIN ROUGH OPENING SQUARE FEET SIMILAR SPECIFICATIONS STAINLESS STEEL STANDARD STRUCTURAL SUSPENDED TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VINYL COMPOSITION TILE WITH WATER CLOSET WATER RESISTANT WELDED WIRE FABRIC WOOD WORKING POINT VENT 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 OFFICE 101A 150 SF SCALE: 1 DRAWING TITLE 1/8" = 1'-0" A1.1 SHEET NUMBER WHERE DETAIL IS SHOWN A1.1 1 SIM 1 A1.1 DETAIL NUMBER SHEET NUMBER WHERE DETAIL IS SHOWN DETAIL NUMBER SHEET NUMBER WHERE SECTION / DETAIL IS SHOWN 1 1 A1.1 SECTION NUMBER SHEET NUMBER WHERE SECTION IS SHOWN 1 A1.1 1 A1.1 ELEVATION NUMBER SHEET NUMBER WHERE ELEVATION IS SHOWN 1 A1.1 3 2 4 PARTITION TYPE REVISION SYMBOL CLOUD AROUND REVISION FIRE EXTINGUISHER IN WALL MOUNTED CABINET (SURFACE MOUNTED) FEC DRAWING REFERENCE SIM SIMILAR CONDITION OH OPPOSITE HAND OPP OPPOSITE HAND ROT ROTATED CONDITION FIRST FLOOR +10'-0" ITEM IDENTIFIED ELEVATION ABOVE FINISH FLOOR 7' - 0" DETAIL TITLE DIMENSION TO FACE OR EDGE 7' - 0" DIMENSION TO CENTERLINE FE FIRE EXTINGUISHER ON WALL BRACKET GYPSUM BOARD CONTROL 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 STUDENT GOVERNMENT STORAGE 227-15 LEADERSHIP CENTER 227-12 MECHANICAL 227-14 OFFICE WORK ROOM / STORAGE 227-13 CHASE AMPHITHEATER 227-11 SM MTG 227-10 SM MTG 227-09 SM MTG 227-07 SM MTG 227-06 MEETING 227-05 COLLABORATION 227-02 DIRECTOR & ADMIN AREA 227-03 LOBBY 227-01 CORR 227-08 CREDIT UNION CAP. 170 P REQ'D 20 P 158 FT - TOTAL 67 FT - COMMON PATH OFFICE OFFICE OFFICE FE FEC 34" 34" CAP. 170 P REQ'D 39 P 2 HOUR MINIMUM FIRE SHUTTER, PER BUILDING CODE SECTION 707.6 EXCEPTION 3. BUISNESS, GROUP B 3,828 SF / 100 GROSS 39 PEOPLE BUSINESS, GROUP B 1,820 SF / 100 GROSS 19 PEOPLE FE FEC EXIT LIGHT WITH ARROW DIR. (SEE REFLECTED CEILING 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-B B. IS THE BUILDING CONSTRUCTION PROTECTED OR UNPROTECTED? UNPROTECTED C. IS THE BUILDING CONSTRUCTION OF COMBUSTIBLE OR NONCOMBUSTIBLE MATERIALS? NONCOMBUSTIBLE D. 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 EDITION B. INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2012 EDITION C. INTERNATIONAL FIRE CODE (IFC), 2012 EDITION D. INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2009 EDITION E. INTERNATIONAL FUEL GAS CODE (IFGC), 2012 EDITION F. INTERNATIONAL MECHANICAL CODE (IMC), 2012 EDITION G. INTERNATIONAL PLUMBING CODE (IPC), 2012 EDITION H. INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE (IPSDC), 2012 EDITION I. INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC), 2012 EDITION J. INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS (IRC), 2012 EDITION K. INTERNATIONAL WILDLAND - URBAN INTERFACE CODE (IUWIC), 2012 EDITION L. NATIONAL ELECTRICAL CODE (NEC), NFPA 70, 2011 EDITION M. NATIONAL ELECTRICAL SAFETY CODE, ANSI-C2-2012 EDITION N. ICC/ANSI-A117.1-2009, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES O. STATE FIRE MARSHAL RULES, REGULATIONS AND POLICIES, LATEST REVISION P. SOUTH CAROLINA ELEVATOR CODE AND REGULATIONS AND ASME A17.1 Q. STATE OF SC TELEPHONE EQUIPMENT ROOM AND COMMUNICATIONS/DATA SYSTEMS POLICIES AS FORMULATED BY THE OFFICE OF INFORMATION RESOURCES (OIR) TELECOMMUNICATIONS S T A T E OF S O U T H C A R O L I N A A D R C H I T E C T E R E T S I G R E QUACKENBUSH ARCHITECTS + PLANNERS LLC Columbia, SC No. 100028 S SHEET NO TITLE ISSUE DATE PROJECT NO. STATE PROJECT NO. CORPORATE SEAL A/E SEAL P R O J E C T T I T L E PHASE REVISION DATE CONDITIONS OF USE: THIS DRAWING AND THE DESIGN THEREON ARE THE PROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS + PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS H27-Z145 S T A T E OF S O U T H C A R O L I N A A D R C H I T E C T E R E T S I G R E BARBARA HALLER Columbia, SC 6198 C : \ U s e r s \ c l e v e w a l k e r \ D o c u m e n t s \ C D _ R u s s e l l H o u s e _ S u i t e 2 2 7 _ c l e v e w a l k e r . r v t 5 / 2 9 / 2 0 1 4 1 0 : 2 5 : 0 1 A M T1.1 COVER SHEET, INDEX OF DRAWINGS, CODE ANALYSIS RUSSELL HOUSE LEADERSHIP & SERVICE CENTER RENOVATION UNIVERSITY OF SOUTH CAROLINA C O L U M B I A , S C BID SET 14.150.00 05/29/14 ARCHITECTURAL MD1.1 DEMOLITION FLOOR PLAN MD1.12 DEMOLITION FLOOR PLAN M1.1 FLOOR PLAN M1.2 FLOOR PLAN M2.1 DETAILS, NOTES, SCHEDULES AND LEGEND T1.1 COVER SHEET, INDEX OF DRAWINGS, CODE ANALYSIS ARCHITECT QUACKENBUSH ARCHITECTS + PLANNERS 1217 HAMPTON STREET COLUMBIA, SC 29201 T: 803-771-2999 F: 803-771-2858 DESIGN TEAM MECHANICAL & PLUMBING ENGINEER SWYGERT & ASSOCIATES 1315 STATE STREET COLUMBIA, SC 29211 T: 803-791-9300 F: 803-791-0830 ELECTRICAL ENGINEER BELKA ENGINEERING ASSOCIATES, INC. 7 CLUSTERS COURT COLUMBIA, SC 29210 T: 803-731-0650 F: 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 & SCHEDULES E1.0 POWER/SYSTEMS PLANS E2.0 LIGHTING PLANS ELECTRICAL A B B R E V I A T I O N S ANSI A117.1 MANEUVERING CLEARANCES MATERIALS LEGEND SYMBOLS A1.0 DEMOLITION PLANS A1.1 FLOOR PLAN A1.2 REFLECTED CEILING PLAN A1.3 FINISH FLOOR PLAN, FINISH SCHEDULE & MATERIALS & FURNITURE PLAN A2.1 BUILDING SECTIONS A2.2 ENLARGED PLANS A2.3 INTERIOR ELEVATIONS A3.1 PLAN DETAILS A3.2 INTERIOR SECTIONS DETAILS A3.3 BAY WINDOW PLANS, SECTIONS & ELEVATIONS A3.4 BAY WINDOW DETAILS A4.1 CASEWORK ELEVATIONS, SECTIONS & DETAILS - DOOR SCHEDULE, TYPES & DETAILS STRUCTURAL ENGINEER JOHNSON & KING ENGINEERS 1223 ELMWOOD AVENUE COLUMBIA, SC 29201 T: 803-779-8830 F: 803-779-8831 S1.1 PARTIAL FRAMING PLANS S1.2 STRUCTURAL DETAILS S1.3 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
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Page 1: RUSSELL HOUSE LEADERSHIP - Scpurchasing.sc.edu/solicitations/H27-Z145 Drawings.pdf · p1.1 floor plan, sections, notes, schedule and legend plumbing fp1.1 floor plan, sections, notes,

UP DN

DN

UP

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(ABANDONED STAIR)

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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' -

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5' -

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4' -

6"

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MIN

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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

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IN IF

DO

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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

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QUACKENBUSHARCHITECTS +PLANNERS LLC

Columbia, SCNo. 100028 S

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ISSUE DATE

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STATE PROJECT NO.

CO

RPO

RAT

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ALA/

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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

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ERETSIG

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BARBARAHALLER

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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

Page 2: RUSSELL HOUSE LEADERSHIP - Scpurchasing.sc.edu/solicitations/H27-Z145 Drawings.pdf · p1.1 floor plan, sections, notes, schedule and legend plumbing fp1.1 floor plan, sections, notes,

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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A1.0

DEMOLITION PLANS

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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

Page 3: RUSSELL HOUSE LEADERSHIP - Scpurchasing.sc.edu/solicitations/H27-Z145 Drawings.pdf · p1.1 floor plan, sections, notes, schedule and legend plumbing fp1.1 floor plan, sections, notes,

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

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STATE PROJECT NO.

CO

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T T I

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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

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BARBARAHALLER

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1 FLOOR PLANN

SCALE: 1/4" = 1'-0"A1.1

2 AMPHITHEATER PLANALTERNATE NO.3

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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

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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)

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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

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OFSOUTH CAROLIN

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BARBARAHALLER

Columbia, SC6198

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SCALE: 1/4" = 1'-0"A1.2

1 REFLECTED CEILING PLANN

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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

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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

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Columbia, SCNo. 100028 S

SHEET NO

TITLE

ISSUE DATE

PROJECT NO.

STATE PROJECT NO.

CO

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EAL

PRO

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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

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57 A

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A1.3

FINISH FLOOR PLAN,FINISH SCHEDULE &MATERIALS &FURNITURE PLAN

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14.150.00

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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

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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:

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STATE PROJECT NO.

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EAL

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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

H27-Z145

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BUILDING SECTIONS

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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

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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

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Columbia, SCNo. 100028 S

SHEET NO

TITLE

ISSUE DATE

PROJECT NO.

STATE PROJECT NO.

CO

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RAT

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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

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A2.2

ENLARGED PLANS

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SCALE: 1/2" = 1'-0"A2.2

1

AMPHITHEATER, MEETINGROOMS, & CHASE PLAN

SCALE: 1/2" = 1'-0"A2.2

2 WORK AREA PLAN

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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

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ERETSIG

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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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4 10

:23:

38 A

M

A2.3

INTERIOR ELEVATIONS

RU

SSEL

L H

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EAD

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SER

VIC

EC

ENTE

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VATI

ON

UN

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OF

SOU

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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

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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

ST

ATE

OFSOUTH CAROLIN

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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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4 10

:23:

46 A

M

A3.1

PLAN DETAILS

RU

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OF

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LUM

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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

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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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Columbia, SCNo. 100028 S

SHEET NO

TITLE

ISSUE DATE

PROJECT NO.

STATE PROJECT NO.

CO

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EAL

PRO

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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

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56 A

M

A3.2

INTERIOR SECTIONSDETAILS

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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

Page 11: RUSSELL HOUSE LEADERSHIP - Scpurchasing.sc.edu/solicitations/H27-Z145 Drawings.pdf · p1.1 floor plan, sections, notes, schedule and legend plumbing fp1.1 floor plan, sections, notes,

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.

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QUACKENBUSHARCHITECTS +PLANNERS LLC

Columbia, SCNo. 100028 S

SHEET NO

TITLE

ISSUE DATE

PROJECT NO.

STATE PROJECT NO.

CO

RPO

RAT

E SE

ALA/

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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

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16 A

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A3.3

BAY WINDOW PLANS,SECTIONS &ELEVATIONS

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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

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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

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

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Columbia, SCNo. 100028 S

SHEET NO

TITLE

ISSUE DATE

PROJECT NO.

STATE PROJECT NO.

CO

RPO

RAT

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ALA/

E S

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

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OFSOUTH CAROLIN

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RE

BARBARAHALLER

Columbia, SC6198

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A3.4

BAY WINDOW DETAILS

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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

Page 13: RUSSELL HOUSE LEADERSHIP - Scpurchasing.sc.edu/solicitations/H27-Z145 Drawings.pdf · p1.1 floor plan, sections, notes, schedule and legend plumbing fp1.1 floor plan, sections, notes,

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

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A4.1

CASEWORKELEVATIONS, SECTIONS& DETAILS - DOORSCHEDULE, TYPES &DETAILS

RU

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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

Page 14: RUSSELL HOUSE LEADERSHIP - Scpurchasing.sc.edu/solicitations/H27-Z145 Drawings.pdf · p1.1 floor plan, sections, notes, schedule and legend plumbing fp1.1 floor plan, sections, notes,
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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

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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

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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

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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

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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

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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

Page 23: RUSSELL HOUSE LEADERSHIP - Scpurchasing.sc.edu/solicitations/H27-Z145 Drawings.pdf · p1.1 floor plan, sections, notes, schedule and legend plumbing fp1.1 floor plan, sections, notes,

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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