purchasing.sc.edupurchasing.sc.edu/solicitations/H27-6069-AC-3 ADDENDUM #3...FRAMING PLAN LEVEL 2 ZONE D SEE S1120C SEE S1120B S E E S 1 1 2 0 B S E E S 1 1 2 0 A SEE S1120A S E E

1/8" = 1’ - 0"

8 16

FRAMING PLANLEVEL 2ZONE D

SEE S1120C SEE S1120B

SE

E S

1120

BS

EE S

1120

A

SEE S1120A

SE

E S

1120

C LEGEND:

2-HOUR FIRE RESISTANCE RATED STRUCTURAL WALL. SEE ARCH. DWGS

FOR NON-STRUCTURAL FIRE RESISTANCE RATED WALLS.

S1120D_bp3

2012.01.040

1 2012.04.18

07. ELEVATOR GUIDERAIL BACKUP POST. SEE 01/S4132. BP2 CONTRACTOR TO

COORDINATE NUMBER AND LOCATION WITH BP3 CONTRACTOR. BP3 CONTRACTOR

TO COORDINATE NUMBER AND LOCATION WITH ELEVATOR SUPPLIER.

08. 6 1/4" LIGHTWEIGHT STRUCTURAL COMPOSITE CONCRETE SLAB W/ STEEL FIBER

REINFORCING AND 3" COMPOSITE DECK (6 1/4" TOTAL DEPTH). STEEL DECK IS

20 GAGE (BP2). TOPPING SLABS ARE 4" MIN LIGHT WT CONCRETE.

2012.05.142 2012.05.142

3

33 2012.06.22

3

3

09. INFILL VESTIBULES PER DETAIL 11/S4132

10. INFILL BELOW STAIR WITH 1 1/2" TYPE B ROOF DECK

SUPPORTED ON L4x4x1/4 CONTINUOUS ANGLES WELDED TO THE STRINGER WEBS

11. PRIMARY SUPPORT OF THE OPERABLE WALL IS PROVIDED BY THE SPECIFIED W24.

SUPPORT FOR THE WALL IN THE STORED CONDITION SHALL BE DESIGNED AND INSTALLED

BY THE WALL SUPPLIER.

01

02

03

04

05

06

07

21’-0"

21’-0"

21’-0"

21’-0"

21’-0"

21’-0"

B C D E F G H J A

21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0"21’-0"21’-0"

S4132

04

S4132

03

NOTE 07

DO

WN

DO

WN

UP

UP

W30

W30

W30x326

W30x326

S6131

06

S6131

05

T/SLAB=

+19’-4"

T/SLAB=

+19’-4"

6’-2 5/8"

2’-5 1/2"

6’-2 5/8"

OUTLINE OF ELEVATOR

SHAFT BELOW

OUTLINE OF PLANTER

BELOW. SEE 01/S6140

EQ

EQ

0"

0"

HSS6x4x1/4

HSS6x4x1/4

W10x33 (10)

W10x33 (10)

W10x33 (10)

1 1/2" ROOF

DECK

S4131

08

TYP-4 SIDES

S4131

03

SIM

S4131

08

HSS6x4x1/4

SIM @

MIDDLE

BEAM

NOTE: W10’S ARE TO BE PART

OF THE LEVEL 2 COMPOSITE

SLAB. COORDINATE INSTALLATION

WITH BP2 CONTRACTOR. R=10K TYP

HSS6x4x1/4

W10x33 (10)HSS6x4x1/4

W10x33 (10)

W18

W24

X207 (

CE

NT

ER O

VE

R D

OO

R)

T/S

TL=32’-8" R

=20

K

2’-9 5/8"

W10x33 (10)SEE DETAIL 5/S4131 FOR

POST TO BEAM ATTACHEMENT.

POSTS ARE CUSTOM PLATE

BOX SECTIONS. SEE ARCHITECTURAL

DETAILS FOR DIMENSIONS AND

PROFILES. CONT FULL PEN WELD

AND GRIND FLUSH PLATE

INTERSECTIONS, TYP

PLATES ARE 1/2" THICK INCLUDING

CANTILEVERED POSTS FOR

CURTIANWALL. SEE ARCH FOR COLUMN

LOCATIONS

E

C 2

010

RA

FA

EL VIN

OL

Y A

RC

HIT

ECTS

SHEET NUMBER :

SHEET TITLE :

ISSUE

SEAL & SIGNATURE

ISSUEDATENO.

ISSUENO.DATENO.

ISSUE ISSUE

PHASE :

DATEISSUE

RAFAEL VINOLY ARCHITECTS PC

ARCHITECT:

50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858

D

C

B

A

1 2 3 4 5 6

BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116

JAFFE HOLDEN ACOUSTICS, INC.

GRIMBALL-COTTERILL ASSOCIATES

COLUMBIA, SC 29205600 BELTLINE BOULEVARD

114A WASHINGTON STREETNORWALK, CT 06854-3007

COLUMBIA, SC 29201-5801

STRUCTURAL ENGINEER, MEP ENGINEER,

1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC

TEL: 803 765 0320 FAX: 803 254 6209

TEL: 203 838 4167 FAX: 203 838 4168

TEL: 803 738 9525 FAX:

TEL: 803 429 4028 FAX:

CIVIL ENGINEER, FIRE PROTECTIONENGINEER:

TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:

LANDSCAPE ARCHITECT:

SURVEYOR:

HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688

BUILDING CODE:

ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700

LIGHTING DESIGNER

WILLIAM CARUSO & ASSOCIATES, INC.8055 EAST TUFTS AVE, SUITE 1320DENVER, CO 80237TEL: 303 649 1600 FAX: 303 649 1660

FOOD & WASTE MANAGEMENT:

SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858

SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613

KEY PLAN & NORTH SIGN

USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION

743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484

PROJECT NAME:

UNIVERSITY OF SOUTH CAROLINA

DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION

OSE PROJECT NUMBER:

H27-6069-AC-3

01. ITEMS NOT SPECIFICALLY INDICATED OR DETAILED ARE PART OF BID PACKAGE 2 (BP2).

BP2 ITEMS ARE INDICATED BY LIGHT LINE WEIGHTS IN PLAN AND SECTION.

BP2 IS AVAILABLE ELECTRONICALLY ON USC’S NETWORK FOR COMPARISON.

02. ALL ELEVATIONS ARE GIVEN RELATIVE TO ABSOLUTE DATUM OF 252’-8" (MSL).

COORDINATE WITH ARCH. AND CIVIL DRAWINGS.

03. TOP OF SLAB ELEVATIONS ARE APPROXIMATE. SEE ARCH. DWGS FOR

TOP OF SLAB ELEVATIONS, SLAB SLOPES, AND EDGE OF SLAB DIMENSIONS.

04. SEE S0 SERIES FOR STRUCTURAL NOTES.

05. SEE S2 SERIES FOR FOUNDATION SECTIONS AND DETAILS.

06. SEE S4 SERIES FOR FRAMING SECTIONS AND DETAILS.

SHEET NOTES:

BID PACKAGE 3

ENCLOSURE/SITE/MEPFP/INTERIOR

MAY 14, 2012


D

S6130

02

1

SECTION

SECTIONS AND DETAILSEXTERIOR STAIRS

T/SLAB

SECTION A-A

A

A

01SECTION

SECTION

03

SECTION

T/STEEL

T/FIN. FLR

T/STEEL

T/FIN. FLR

CJP - GRINDSMOOTH

04

CONCRETE TREADS

BY OTHERS

TAPERED W24 (BP2)

WT13.5 (BP2)

PAVERS

SEE ARCH.

SLAB (BP2)

T/SLAB

W30 STAIR

STRINGER

PAVERS

SEE ARCH.

W30 CONT. STRINGER

TAPERED W24 (BP2)

WT13.5 (BP2)

SLAB (BP2)

STD. SHEAR CONN.

TO BP2 STRUCTURE

W30 CONT. STAIR

STRINGER

STD. SHEAR CONN.

TO BP2 STRUCTURE

W12 COLUMN (BP2)

CONCRETE TREADS

BY OTHERS

T/STEEL = COORD. W/

TREAD PROVIDER

W18 OUTRIGGER

W30 CONT. STRINGER

W30 STRINGER

STANDARD SHEAR

CONNECTION, TYP.

S4131

01

STIFF. PLATES

T&B

W30 STRINGER

CONCRETE TREADS

BEYOND

(BY OTHERS)

5/16

TYP.

W30 (PC) T&B TO

MATCH STRINGER

W/ 3/8" STIFF. PL.

5/16

TYP.

CONCRETE TREADS

BEYOND

(BY OTHERS)

05SECTION

CONCRETE TREADS

BY OTHERS

T/FTG

(BP2)

SEE ARCH.

W30 STAIR STRINGER

(TAPERED)

FINISHED EXTERIORSURFACE (BY OTHERS)

6" 1’-0" 1’-0" 6"

W30 (PC) TO MATCH

STRINGER

3/4" DIA. THREADED RODHILTI RE 500-SD ADHESIVEANCHOR (OR EQUAL) W/ 8" EMBED. TYP. EA. SIDE OF WEB

2"

MA

X.

5/8" STIFF. PL. EA. SIDE TYP. 4 PLACES

NON-SHRINK GROUT

LEVELING NUTS AND WASHERS

A

SECTION A

PROVIDE 3" MIN. CONCRETE

COVER AT ANCHORS

2012.01.040

T/LANDING

SEE ARCH.

5/16

TYP.

1 2012.04.18

2012.05.142 2012.05.142

06TRANSFORMER SUMP PIT

FOR REMAINDER OF SECTIONNOT SHOWN SEE 07/S6130

#4@12" W/ STANDARD90 HOOKS

1’-0"

1’-0"

#4@12" E.W.

2" 2"

1’-0"

1" GRATING COVERSUMP PIT - SEE PLAN

SU

MP PIT-S

EE P

LA

N

07

08TRANSFORMER PIT PLAN

TRANSFORMER PIT SECTION

09SITE GUARDRAIL AT RETINING WALLS

10ASSEMBLY ST STAIR SECTION

11ASSEMBLY ST STAIR LANDING PLAN

12PARK ST STAIR PLANTER DIVIDERS

13

SUMP PIT - SEE PLANSUMP PIT - SEE PLAN

1’-0" 2’-0"

2‘-0"

#6@8" TOP/BOTT EW

#6@8" HORIZ EF

VERTICAL HOOKED DOWELS

TO MATCH VERTICAL SIZE AND SPACING

90DEG HOOK, CLASS B SPLICE, TYP

1’-0"

1‘-0"

SH

OR

T W

ALL

LONG WALL

#6@8" VERT EF, TYP

HORIZ BAR-90DEG

HOOK EACH END

HORIZ- SPLICE IN

CENTER OF WALL

#5@8"

8’-0"

2"

CL

R2"

CL

R

18" MINTYP

3‘-0"

1’-0"

#4@18"

#4@12"

2‘-0"

2’-6" 1’-2"

#4@EACH RISER AND 16"0C

24" HOOK INTO STAIR

#4@16" (8"X16")

#4@12"x4’-0"

CHAMFER, TYP

#6@12"

1’-0"

#7@4" FOR WALL HEIGHT GREATER

THAN 8’-6" ABOVE LEVEL 1 FFE

#7@12" FOR WALL HEIGHT LESS

THAN 8’-6" ABOVE LEVEL 1 FFE

#6@12"

HOOKED DOWELS TO

MATCH VERTICAL

REINFORCING

3’-2"

LEVEL 1 FFE

STAIR ON GRADE

VA

RIE

S- S

EE A

RC

HV

ARIE

S-

SE

E A

RC

H

SHEAR KEY

STAIR SIDES8"

LANDING

UP T

O

AS

SE

MB

LY S

T

#6@12"

#6@12" HOOK INTO

PERPENDICULAR WALLS

1’-0"

8" 8" 8"

PLANTER

STAIR

4’-6"

MA

X

3-#5 CONT

#5@12"

CHAMFER, TYP

#4@12"

CENTERED

STEP FOOTING 2’-0"

MAX AS REQ’D TO

MAINTAIN 1’-0" MIN

BELOW GRADE

14

15

1’-0"

MIN.

#3 NOSINGBAR (TYP.)

SEE ARCH. DRAWINGSFOR STAIR PROFILE

FINISHED GRADEOR SLAB. SEEPLAN

8"MIN.

2#4 CONTINUOUS

5"MIN.

#4 AT BOTTOM OF EACH RISER

#4@18"

TENSIONLAP

#4 CONTINUOUS

TYPICAL CONCRETE STAIR ON GRADE

TOP REINF.IF REQD

BENT BARS SAME SIZE &QUANTITY AS FOOTING REINFORCING

"D"

"A"

2’-0"

MA

X.

2("A")-MIN.

"D"

CLASS "B"

LAP (TYP.)

NOTE:"D" = FOOTING DEPTHSEE PLANS & SECTIONS

TYPICAL STEP FOOTING DETAIL

8" 8"

5’-0"

MA

X

6-#4 CONT

#4@12"

CHAMFER, TYP

#4@12"

CENTERED

STEP FOOTING 2’-0"

MAX AS REQ’D TO

MAINTAIN 1’-0" MIN

BELOW GRADE

PARK ST STAIR SIDE WALLS AT BOTTOM OF STAIRS

SLAB

1’-0"

1’-0"

MIN

3’-0"

SHEAR KEY

W/ WATERSTOP

CONC STAIR ON GRADE

SE

E

AR

CH

#7@12" TOP & BOTT

#7@6" TOP & BOTT

16NEW COMPOSITE BEAM UNDER EXISTING SLAB

NEW STUD- 3/4" DIAx5" LONG

4" CORE IN EXISTING SLABTO INSTALL NEW STUD.WELD STUD AND FILL WITH 4000PSI NON-SHRINK GROUT

BP2 SLAB

3 2012.06.22

3

3

3 3

3

3

3 3

3

3

NEW BEAM AS INDICATED.PROVIDE FRAMING CONNECTIONS TO EXISTING CONSTRUCTION

STAIR BOTTOM MAT

SUPPORTING SIDE

WALLSE

C 2

010

RA

FA

EL VIN

OL

Y A

RC

HIT

ECTS

SHEET NUMBER :

SHEET TITLE :

ISSUE

SEAL & SIGNATURE

ISSUEDATENO.

ISSUENO.DATENO.

ISSUE ISSUE

PHASE :

DATEISSUE


ARCHITECT:


D

C

B

A

1 2 3 4 5 6









TEL: 803 765 0320 FAX: 803 254 6209

TEL: 203 838 4167 FAX: 203 838 4168

TEL: 803 738 9525 FAX:

TEL: 803 429 4028 FAX:




SURVEYOR:


BUILDING CODE:


LIGHTING DESIGNER








PROJECT NAME:



OSE PROJECT NUMBER:

H27-6069-AC-3

BID PACKAGE 3


MAY 14, 2012

3 2012.06.22

S-SK-001

NOT TO SCALE

RAFAEL VINOLY ARCHITECTS PCC SHEET TITLE :PROJECT NO.655.000

MOORE SCHOOL OF BUSINESSUNIVERSITY OF SOUTH CAROLINA

BID PACKAGE 3 ENCLOSURE/SITE/MEPFP/INTERIOR

SHEET NUMBER :

SCALE :

ADDENDUM #003REF. DWG # S1120A_bp3VESTIBULE

3

S4133

06

HS

S6x4x1/4

0"

0"

W12x26

W12x26

W12x26

W10x33 (10) W10x33 (10)

W10x33 (10)W10x33 (10)

1 1/2" ROOF

DECK

NO DECK-

SEE ARCH

FOR INFILL

05

S4131

S4131

06

S4131

08

07S4131

S4131

08

SIM

S4131

08

EQ EQ

NOTE: W10’S ARE TO BE PART

OF THE LEVEL 2 COMPOSITE

SLAB. COORDINATE INSTALLATION

WITH BP2 CONTRACTOR. R=10K TYP

HS

S6x4x1/4

W10x33 (10)

HS

S6x4x1/4

W10x33 (10)

SEE DETAIL 5/S4131 FOR

POST TO BEAM ATTACHEMENT.

POSTS ARE CUSTOM PLATE

BOX SECTIONS. SEE ARCHITECTURAL

DETAILS FOR DIMENSIONS AND

PROFILES. CONT FULL PEN WELD

AND GRIND FLUSH PLATE

INTERSECTIONS, TYP. PLATES

ARE 1/2" THICK TYP.

M N P

02

03

SS

REMOTE ELEVATOR-EV01CONTROL RM. (1)

021C

REMOTE ELEVATOR-EV07CONTROL RM. BID ALT. #2

021D

EQUIPACCESS PIT

X002

ELEVATORMAINTENANCE

021A

MECHANICALRM.021

VESTIBULEV006

STORAGE019

CORRIDORH006

STAIRST01

GREEN ROOM017

W1

2x1

20

W1

2x1

20

W1

2x1

20

W1

2x4

0W

12

x40

W1

2x1

20

W1

2x1

20

W1

2x1

20

L M Q R S

1

2

3

4

5

6

SEE

M12

00F

SEE

M12

00C

SEE

M12

00B

7

N P

SEE M1200F

SEE M1200C

AHU-109

AHU-108

DOAS-02

4" 4"

3" 3"

2"2"

4" 4"

3" HHWS &HHWRDROPS TODOAS-02

2 1/2" HHWS & HHWRDROPS TO AHU-108

6"

6"

4"CHWS &CHWR

DROPS TODOAS-02

6" 6"

3" CHWS & CHWRDROPS TO AHU-108

2" CHWS & CHWRDROPS TO AHU-109


6" HHWS & HHWR UP TO LEVEL 1

6" CHWS & CHWR DOWN FROM LEVEL 1

2" CBS & CBR DOWN FROM LEVEL 1


6"

2"

2"

8"

8"

IU-06

HP-02

BC-04 BC-05

IU-05

SEE M1200B

3" STEAM VENT INV.=247.67' AFF.PROVIDE WITH 14" SLEEVE.

ROUTE PIPE UP INSPACE B/TFINISHED WALL &SHOTCRETERETAINING WALL.

8" STEAM. INV @ 244.67'.PROVIDE WITH 22" SLEEVE.

4" COND. RETURN. INV. @ 244.67'.PROVIDE WITH 14" SLEEVE.

PIPE BANK INV.=249'14" SLEEVE FOR 6" PIPES,10" SLEEVES FOR 2" PIPES.

1" 1"

1" 1"

6" 6"

4"4"

6" LOW PRESSURESTEAM RELIEF VENT.

4" MEDIUM PRESSURESTEAM RELIEF VENT.

8" HIGH PRESSURE STEAM & 4" PUMPED CONDENSATERETURN STACKED. COORDINATE ROUTE BETWEENSTRUCTURAL FOOTINGS.

4" PUMPED CONDENSATE

8" HIGH PRESSURE STEAM BELOWGRADE. SEE SPECIFICATIONS FOR

PRE-INSULATED BELOW GRADESTEAM PIPE.

SEE BUILDING STEAM ENTRANCE DETAIL 2/M4102

SEE SITE STEAM PIPING PLANM2300 FOR CONTINUATION.

STEAM VAULT SUMP PUMPALARM PANELS.

SEE 2/M2300 FORREQUIRMENTS.

HVAC PIPING NOTES:1. RUNOUTS TO INDIVIDUAL DEVICES ARE NOT SHOWN FOR CLARITY.2. SEE DUCT PLANS FOR EQUIPMENT TAGS NOT SHOWN.3. PROVIDE 1/2" RUNOUTS FOR FLOWS LESS THAN OR EQUAL TO 1 GPM.

PROVIDE 3/4" RUNOUTS FOR FLOWS GREATER THAN 1 GPM UP TO 3GPM. PROVIDE 1" RUNOUTS FOR FLOWS GREATER THAN 3 GPM UPTO 6 GPM. PROVIDE 1 1/2" RUNOUTS FOR FLOWS GREATER THAN 6GPM UP TO 16 GPM.

4. PROVIDE FLEXIBLE CONNECTIONS, SHUT-OFF VALVES AND UNIONSTO EACH PIECE OF EQUIPMENT.

5. ROUTE CONDENSATE FROM EQUIPMENT RECEIVING 43 DEGREEWATER TO THE NEAREST FLOOR SINK, MOP SINK OR CONDENSATERISERS. CONDENSATE PIPE SHALL BE 3/4" OR MATCH THEEQUIPMENT DRAIN SIZE, WHICHEVER IS GREATER.

6. CONTRACTOR TO COORDINATE PIPE ROUTING IN CHASE PROVIDEDWITH OTHER DISCIPLINES.

7. PROVIDE SHUT-OFF VALVES ON ALL SERVICES AS THEY LEAVE THECHASE.

8. SEE SPECIFICATION 23 57 00 FOR PACKAGED HEATING HOT WATERSYSTEM, PROVIDED BY MECHANICAL CONTRACTOR.

8 161/8" = 1' - 0"

A

BID PACKAGE 3ENCLOSURE/SITE/MEPFP/INTERIORMAY 14, 2012

M1200A

HVAC PIPING PLAN -

LEVEL 0 - ZONE A

0 2012.01.04

1 2012.04.18

2 2012.05.14

3 2012.06.22

MECHANICAL PIPING KEYNOTESKEYNOTE NOTE

MP1 PROVIDE 3/4" REVERSE RETURN LOOP TO DEVICES INDICATED

3

3

3

M230001SCALE : NONE 03

8" HIGH PRESSURE STEAM & 4" PUMPED CONDENSATE

RETURN STACKED. COORDINATE ROUTE BETWEEN

STRUCTURAL FOOTINGS.

UE

FOC

UE

FOC

UE

FOC

EXISTING

12" CHWS

12" CHWR

EXISTING

16" CHWS

16" CHWR

EXISTING

10" HPS

4" PCR

SITE STEAM PIPING PLAN

SCALE : 1/8" = 1’- 0"

8" HIGH PRESSURE STEAM AND 4" PUMPED

CONDENSATE RETURN DOWN IN NEW NOTCH IN

RETAINING WALL. CONTACT F&W CONSTRUCTION FOR

RETAINING WALL MODIFICATION REQUIREMENTS AND

PRICING. ALL RETAINING WALL MODIFICATIONS IN THIS

AREA TO BE INCLUDED IN BID PACKAGE 3.

SEE M1200A FOR CONTINUATION.

EXISTING

10" CHWS

10" CHWR

02SCALE : 1/4" = 1’- 0"

8" STEAM SUPPLY TO DMBS

INSULATION

STEAM SUPPLY SHUT-

OFF VALVE (CONDENSATERETURN SHUT-OFF VALVENOT SHOWN)

CONDUIT

INSULATION

8" STEAM

3/4"

VAULT WALLTRAP PER SPECIFICATIONS

GATE VALVE (TYP)

8" DIRT LEG, 16" LONG

WITH 2" BLOW DOWN,

VALVE, NIPPLE AND CAP.

SUPPLY

1. CONDENSATE RETURN PIPING IS SHOWN OFF-SET FOR CLARITY SAKE.2. ALL OTHER PIPING ACCESSORIES ARE NOT SHOWN FOR CLARITY SAKE.

SECTION GENERAL NOTES:

EXISTING

8" HPS

4" PCR

NEW

10" HPS &

EXISTING

4" PCR

NEW

10" HPS &

EXISTING

4" PCRCONNECT

NEW TO

EXISTING

8" HPS

VAULT "A"

VAULT "B"

ENLARGED VAULT PLAN KEY NOTES:

01

02

03

04

05

06

07

08

09

10

11

12

13

14

15

16

17

18

19

20

21

PROVIDE ADDITIONAL 4" INSULATION

BETWEEN HIGH PRESSURE STEAM

PRE-INSULATED PIPE AND FIBER OPTIC /

HIGH VOLTAGE DUCT BANK.

01 01

02

03

04

0507

08

0910

1112

13

06

14

15

1617

19

20

20

20 20

20

20 20

20

20202020

2020

M2300

03

EXISTING

CHWS&R LINES

TO REMAIN

VAULT B SECTION

04SCALE : NONE

-

CONNECT NEW

TO EXISTING

2" PCR

4" HPS

3" PCR

6" HPS

ENLARGED VAULT STEAM AND CONDENSATE PIPING PLAN

SITE STEAM PIPING PLAN, ENLARGED VAULT PLAN AND VAULT "B" SECTION

NEW 10" HIGH PRESSURE STEAM

EXISTING 4" PUMPED CONDENSATE RETURN

DMBS 4" PUMPED CONDENSATE RETURN

CONNECT NEW

TO EXISTING

4" PCR

18

0

2012.06.220

EXISTING

FIBER OPTIC / HIGH

VOLTAGE DUCT BANK.

EXISTING

14" CHWS

14" CHWR

EXISTING

2" PCR

4" HPS

3" PCR

6" HPS

8" CHWS

8" CHWRVAULT "A"

VAULT "B"

22

22 22

2121

8" HIGH PRESSURE STEAM AND 4" PUMPED

CONDENSATE BELOW GRADE BETWEEN SOIL NAILS.

SEE SPECIFICATIONS FOR PRE-INSULATED BELOW

GRADE STEAM PIPE. COORDINATE ROUTING AND

EXCAVATION REQUIREMENTS WITH F&W

CONSTRUCTION.

2" FORCE MAIN

FROM SUMP PUMP

2" FORCE MAIN

FROM SUMP PUMP

UE

FOC

20

20

CONTRACTOR TO FIELD VERIFY ALL EXISTING PIPE SIZES, LOCATIONS AND CONDITIONS. PROVIDE LARGE

SCALE COORDINATION DRAWINGS FOR APPROVAL OF WORK INSIDE VAULTS "A" AND "B". COORDINATE ALL

REQUIRED STEAM OUTAGES WITH UNIVERSITY ENGINEERING SERVICES.

REMOVE EXISTING 10� DRIP LEG AND 10� TO 8� REDUCER IN VAULT �A�.

REMOVE EXISTING 8� HIGH PRESSURE STEAM HEADER INCLUDING ALL ASSOCIATED TAPS AND VALVES TO

THE KOGER CENTER, SCHOOL OF MUSIC AND DISCOVERY IN VAULT �A�.

PROVIDE NEW 10� FLANGED HIGH PRESSURE STEAM ISOLATION VALVE AT THE ENTRANCE TO VAULT �A�.

PROVIDE NEW 10� STEAM HEADER WITH THE FOLLOWING IN VAULT �A�:

A. 10� INLET AND OUTLET ISOLATION VALVES.

B. BALANCED PRESSURE THERMOSTATIC AIR VENT.

C. NEW 10�DIA. DRIP LEG WITH BOTTOM FLANGED END CAP, DRAIN TAP, SUPERVISED START-UP VALVE, LIQUID

EXPANSION STEAM TRAP, DRIP LEG SIDE TAP WITH LOSS DETECTOR, STRAINER WITH BLOW-DOWN,

THERMODYNAMIC STEAM TRAP, CHECK VALVE, UNIONS AND ISOLATION VALVES FOR THE

STRAINER/TRAP/CHECK SET ASSEMBLY.

D. NEW 4� HIGH PRESSURE STEAM TAP WITH ISOLATION VALVE TO SERVE THE SCHOOL OF MUSIC.

E. NEW 6� HIGH PRESSURE STEAM TAP WITH ISOLATION VALVE TO SERVE THE KOGER CENTER.

PROVIDE SUMP PUMP FOR DE-WATERING VAULT �A�. PROVIDE 2� DISCHARGE PIPING TO THE NEAREST STORM

DRAIN CATCH BASIN LOCATED ON THE DMBS SITE. PUMP TO BE A BARNES MODEL EH512HT SUBMERSIBLE

PUMP WITH BARNES ESPS-150 FLOAT SWITCH (WITH FREE STAND BASE), BARNES 1500 HIGH LEVEL ALARM

PANEL LOCATED IN DMBS MECHANICAL ROOM AND ALARM CONNECTIONS TO THE BUILDING BMS.

REMOVE 8� HIGH PRESSURE STEAM LINE BETWEEN VAULTS �A� AND �B�.

REMOVE EXISTING 8� HIGH PRESSURE STEAM LINE INSIDE OF VAULT �B�.

INCREASE EXISTING OPENING IN THE SIDE OF THE VAULT �A� TO ACCOMMODATE THE NEW 10� STEAM LINE,

DOUBLE WALL INSULATION AND LINK SEAL TO FEED VAULT �B�..

INCREASE EXISTING OPENING IN THE SIDE OF THE VAULT �B� TO ACCOMMODATE THE NEW 10� STEAM LINE,

DOUBLE WALL INSULATION AND LINK SEAL.

PROVIDE NEW 10� HIGH PRESSURE STEAM MAIN FROM VAULT "A" TO VAULT �B�.

PROVIDE NEW 10� FLANGED HIGH PRESSURE STEAM ISOLATION VALVE AT THE ENTRANCE TO VAULT �B�.

PROVIDE NEW 10� HIGH PRESSURE STEAM MAIN THROUGH VAULT �B�.

PROVIDE NEW 8� HIGH PRESSURE STEAM TAP WITH ISOLATION VALVE TO SERVE THE DMBS INSIDE VAULT �B�

OFF THE NEW 10� HIGH PRESSURE STEAM MAIN IN VAULT �B�.

PROVIDE NEW 8�DIA. DRIP LEG WITH BOTTOM FLANGED END CAP, DRAIN TAP, SUPERVISED START-UP VALVE,

LIQUID EXPANSION STEAM TRAP, DRIP LEG SIDE TAP WITH LOSS DETECTOR, STRAINER WITH BLOW-DOWN,

THERMODYNAMIC STEAM TRAP, CHECK VALVE, UNIONS AND ISOLATION VALVES FOR THE

STRAINER/TRAP/CHECK SET ASSEMBLY.

PROVIDE A 10� TO 8� REDUCER ON THE HIGH PRESSURE STEAM LINE IN VAULT �B� TO �DISCOVERY�.

PROVIDE A NEW 8� FLANGED HIGH PRESSURE STEAM ISOLATION VALVE FOR DISCOVERY IN VAULT �B�

4� PUMPED CONDENSATE RETURN FROM THE DMBS TO BE TAPPED INTO THE TOP OF THE EXISTING

CONDENSATE RETURN WITH A �SWEPT TEE� IN VAULT �B�.

PROVIDE SUMP PUMP FOR DE-WATERING VAULT �B�. PROVIDE 2� DISCHARGE PIPING TO THE NEAREST STORM

DRAIN CATCH BASIN LOCATED ON THE DMBS SITE. PUMP TO BE A BARNES MODEL EH512HT SUBMERSIBLE

PUMP WITH BARNES ESPS-150 FLOAT SWITCH (WITH FREE STAND BASE), BARNES 1500 HIGH LEVEL ALARM

PANEL LOCATED IN DMBS MECHANICAL ROOM AND ALARM CONNECTIONS TO THE BUILDING BMS.

PROVIDE LINK-SEAL MODULAR SEALS AT EACH STEAM, CONDENSATE RETURN PIPING AND SUMP PUMP

DISCHARGE PIPE PENETRATION IN THE WALLS OF VAULTS �A� AND �B�.

ALL EXISTING STEAM, CONDENSATE AND CHILLED WATER PIPING INSIDE BOTH VAULTS �A� AND �B� ARE TO BE

RE-INSULATED.

CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL AND STORM WATER RUNOFF CONTROL. IF

NECESSARY CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORT FOR ALL ADJACENT UTILITIES.

PROVIDE STAINLESS STEEL NEMA4X SUMP PUMP SAFETY DISCONNECT SWITCH IN VAULT.23

23

23

DISCHARGE FORCE MAINS

INTO CATCH BASIN. SEE

CIVIL PLANS FOR LOCATION.

E

C 2

010

RA

FA

EL VIN

OL

Y A

RC

HIT

ECTS

SHEET NUMBER :

SHEET TITLE :

ISSUE

SEAL & SIGNATURE

ISSUEDATENO.

ISSUENO.DATENO.

ISSUE ISSUE

PHASE :

DATEISSUE


ARCHITECT:


D

C

B

A

1 2 3 4 5 6









TEL: 803 765 0320 FAX: 803 254 6209

TEL: 203 838 4167 FAX: 203 838 4168

TEL: 803 738 9525 FAX:

TEL: 803 429 4028 FAX:




SURVEYOR:


BUILDING CODE:


LIGHTING DESIGNER








PROJECT NAME:



OSE PROJECT NUMBER:

H27-6069-AC-3

BID PACKAGE 3


MAY 14, 2012

EQUIPACCESS PIT

X002

HSS4X4X5/16

W1

2x1

20

W1

2x1

20

W1

2x4

0

Q R S

8

7

AHU-112

DOAS-02

2 1/2" CHWS &CHWR DROPSTO AHU-112

4"4"

4" 4"

2"2"

PACKAGED HEATING HOT WATERSYSTEM AND DOMESTIC WATERHEATER SYSTEM. COORDINATE ALLFINAL CONNECTION LOCATIONSWITH MANUFACTURER.

SEE M1200B

2 1/2" 2 1/2"

8" HIGH PRESSURE STEAM DN TOPRESSURE REDUCING STATION.

3" STEAM VENT FROMCONDENSATE RECEIVER.

4" PUMPED CONDENSATEFROM PACKAGED SYSTEM.

6" LOW PRESSURESTEAM RELIEF VENT.

4" MEDIUM PRESSURESTEAM RELIEF VENT.

4" DN TO MEDIUM PRESSURESTEAM PRV SAFETY RELIEF.

6" DN TO LOW PRESSURESTEAM PRV SAFETY RELIEF.

8" LOW PRESSURESTEAM FROM STEAMPRV TO HX-2.

8" HHWS&R

STEAM PRESSURE REDUCINGSTATION. SEE STEAM PRV DETAILSON M4105.

4" MEDIUM PRESSURE STEAM FROMSTEAM PRV TO WATER HEATERS.

C

BID PACKAGE 3ENCLOSURE/SITE/MEPFP/INTERIORADDENDUM #003

SHEET TITLE:SHEET NUMBER

SCALE

RAFAEL VINOLY ARCHITECTS PCPROJECT NO.

REF. DWGMOORE SCHOOL OF BUSINESSUNIVERSITY OF SOUTH CAROLINA 1/8" = 1'-0"

M-SK-003

HVAC PIPING PLAN - LEVEL 0 - ZONE A3

655.000

# M1200B

3

M-SK-004

SHEET NUMBER :

SCALE :

3 2012.06.22



BID PACKAGE 3 ENCLOSURE/SITE/MEPFP/INTERIOR ADDENDUM #003

1. CONDENSATE RETURN PIPING

IS SHOWN OFF-SET FOR CLARITY

8" STEAM SUPPLY

INSULATION

STEAM SUPPLY SHUT-

OFF VALVE (CONDENSATERETURN SHUT-OFF VALVENOT SHOWN)

CONDUIT VENT

CONDUIT

INSULATION

8" STEAM

3/4"

SLAB

NOTE

EXT. WALL

TRAP PER SPECIFICATIONS

GATE VALVE (TYP)

GRADE LEVEL BEYOND - (SEE PLANS FOR INVERTS)

4" PUMPED CONDENSATE RETURN

8" DIRT LEG, 16" LONG

WITH 2" BLOW DOWN,

VALVE, NIPPLE AND CAP.

SUPPLY

3

REF. DWG # M4102NONE

SCALE : NONE

BUILDING STEAM ENTRANCE

02

BUILDING STEAM ENTRANCE

M-SK-005

SHEET NUMBER :

SCALE :

3 2012.06.22




NONE

SCALE : NONE 02PRV STATION

PRV STATION

3

4" INTERMEDIATE STEAM

TO WATER HEATERS

(50 PSIG)

STEAM PRV STATION

LOW PRESSURE SECTION

MEDIUM PRESSURE SECTION

8" HIGH

PRESSURE

STEAM INLET

(100 PSIG)

8" LOW PRESSURE

STEAM OUTLET

(10 PSIG)

REF. DWG # M4105

12

12

11

10

13

12

12

23

4

23

121

22

17

19

18

20

23

12

1213

11

12

10

12

7

6

M-SK-006

SHEET NUMBER :

SCALE :

3 2012.06.22




NONE

SCALE : NONE 03

LOW PRESSURE SECTION OF PRV STATION

LOW PRESSURE SECTION OF PRV STATION

3

5"

5"

8"

8"

4"

6"

5"

3"

RELIEF VALVE SET

POINT 20 PSIG

8" LOW PRESSURE

STEAM TO HEAT

EXCHANGER HX-2

4" MEDIUM PRESSURE

STEAM TO WATER

HEATERS

5"

- 6"

3/4" DRAIN VALVE WITH CAP

3/4" CONDENSATE OUTLET

3/4" DRAIN

VALVE WITH

CAP


LOW PRESSURE SECTION

24

DESCRIPTIONITEM

HOFFMAN 3" NP 2200 STEAM REGULATOR1

4 IN STOCKHAM G-612 GATE VALVE2

4" TITAN MODEL YS58-CI 125# FLANGED3

STOCKHAM 1.5" B-144 GATE VALVE4

4 IN STOCKHAM G-512 GLOBE VALVE5

KUNKLE 6252KPM RELIEF VALVE6

KUNKLE DRIP PAN ELBOW - 0299-P - VENT TO EXTERIOR7

HOFFMAN SPS-60 SPRING PRESSURE CONTROL PILOT8



TITAN MODEL YS12-CI 250# 3/4" THREADED11


SERIES B1 3/4 NPT INVERTED BUCKET TRAP 13

ENFM 6211 0-160 PSI PRESSURE GAUGE14





STOCKHAM 1" B-144 GATE VALVE19

HOFFMAN 2.5" NP 2200 STEAM REGULATOR20




STEAM PRV PARTS NOTES

5" STOCKHAM G-612 GATE VALVE24


REF. DWG # M4105

16

8

17

5

14

2

18

3

18

15

6

12

10

12

12

12

9

915

9

M-SK-007

SHEET NUMBER :

SCALE :

3 2012.06.22




NONE

SCALE : NONE 06

MEDIUM PRESSURE SECTION OF PRV STATION

MEDIUM PRESSURE SECTION OF PRV STATION

REF. DWG # M4105

3

3"

6"

4"

4"

4"

5"

6"

4"

RELIEF VALVE SET

POINT 20 PSIGRELIEF VALVE SET

POINT 60 PSIG

3/4" CONDENSATE OUTLET

8" HIGH

PRESSURE

STEAM INLET

(100 PSIG)


MEDIUM PRESSURE SECTION

2

25

DESCRIPTIONITEM






KUNKLE 6252KPM RELIEF VALVE6

KUNKLE DRIP PAN ELBOW - 0299-P - VENT TO EXTERIOR7




TITAN MODEL YS12-CI 250# 3/4" THREADED11


SERIES B1 3/4 NPT INVERTED BUCKET TRAP 13






STOCKHAM 1" B-144 GATE VALVE19

HOFFMAN 2.5" NP 2200 STEAM REGULATOR20




STEAM PRV PARTS NOTES



Documents

purchasing.sc.edupurchasing.sc.edu/solicitations/H27-6069-AC-3 ADDENDUM #3...FRAMING PLAN LEVEL 2 ZONE D SEE S1120C SEE S1120B S E E S 1 1 2 0 B S E E S 1 1 2 0 A SEE S1120A S E E