University of South Carolina H27-6089-MJ Williams-Brice ...purchasing.sc.edu/solicitations/H27-6089-MJ Addendum One for Willi… · Williams-Brice Stadium Video Board Support Construction

University of South Carolina H27-6089-MJ Williams-Brice Stadium Video Board Support Construction

ADDENDUM NO.1 1

January 27, 2012 Garvin Design Group 1209 Lincoln St. Columbia, SC 29201

ADDENDUM NO. 1

The following items shall take precedence over the drawings and specifications for the above named project and shall become a part of the contract documents. Where any item called for in the specifications, or indicated on the drawings, is not supplemented hereby, the original requirements shall remain in effect. Where any original item is amended, voided, or superseded hereby, the provisions of such item not specifically amended, voided or superseded shall remain in effect. General

1. The following people were in attendance at the Mandatory Pre-Bid Conference held January 26, 2012 at 10:00 a.m. at the University of South Carolina, 743 Greene Street, Conference Room 53:

Ann Derrick University of South Carolina 743 Greene Street Columbia, SC 29208 803-777-5811 Fax 803-777-8739 [email protected] Kay Keisler University of South Carolina 743 Greene Street Columbia, SC 29208 Juaquana Brookens University of South Carolina 743 Greene Street Columbia, SC 29208 Margaret Jordan Office of the State Engineer 1201 Main Street, Suite 600 Columbia, SC 29201 803-737-0773 [email protected] Kevin O’Connell USC Athletics 1300 Rosewood Drive Columbia, SC 29208 803-777-0231 [email protected]

Jeff Davis USC Athletics 801 Lincoln Street Columbia, SC 29208 803-777-0459 Fax 803-576-9299 [email protected] David Sickinger Garvin Design Group 1209 Lincoln Street Columbia, SC 29201 803-212-1032 Fax 803-212-1074 [email protected] Stephen K. Layne Garvin Design Group 1209 Lincoln Street Columbia, SC 29201 803-212-1032 Fax 803-212-1074 [email protected] Ken Timmerman Kyzer & Timmerman Structural Engineers 580 Chris Drive West Columbia, SC 29169 803-791-4511 Fax 803-791-4522 [email protected]


ADDENDUM NO.1 2

Donald Stockman Kyzer & Timmerman Structural Engineers 580 Chris Drive West Columbia, SC 29169 803-791-4511 Fax 803-791-4522 [email protected]

Jennifer Harper Messer Construction Co. 4201-B Stuart Andrew Road Charlotte, NC 28217 704-679-6000 Fax 704-679-6090 [email protected]

Dennis Childs Raymond Hughes Thompson Turner Construction MSI Construction Company, Inc. 100 North Main Street 745 Greenwood Road Sumter, SC 29150 West Columbia, SC 29169 803-773-8005 803-796-3324 Fax 803-938-8619 Fax 803-739-0152 [email protected] [email protected] Grant Hunter Brian Brandon MSI Construction Company, Inc. Melloul-Blamey Construction SC, LTD 745 Greenwood Road 55 Commerce Circle West Columbia, SC 29169 Greenville, SC 23615 803-796-3324 864-627-0302 Fax 803-796-3482 Fax 864-627-0804 [email protected] [email protected] Kirk Austin Cal Conner Contract Construction, Inc. Loveless Contracting, Inc. P.O. Box 269 1821 State Street Ballentine, SC 29002-0269 Cayce, SC 29033 803-781-7058 803-796-5551 Fax 803-732-3064 Fax 803-796-5030 [email protected] [email protected] Craig Woodard Bob Summers Ram Jack Foundation Solutions Penn Contracting, LLC 2075 Highway 21 South P.O. Box 204 Ridgeway, SC 29130 Ballentine, SC 29002 904-625-1624 803-407-9724 Fax 877-726-6340 Fax 803-781-4142 [email protected] [email protected] Davis Buchanan Steve Piontek Buchanan Construction Services, Inc. PC Construction of Greenwood P.O. Box 6782 108 Enterprise Court Columbia, SC 29260 Greenwood, SC 29649 803-695-2123 864-223-6274 Fax 803-695-2124 Fax 864-223-9183 [email protected] [email protected]


ADDENDUM NO.1 3

Lee Hammersla Fred Frank Hammer Construction, LLC Burkwood Construction, Inc. 785 Hampton Creek Way 1240 Bluff Road Columbia, SC 29209 Columbia, SC 29201 803-783-7033 803-799-5898 Fax 803-783-7035 Fax 803-799-5899 [email protected] [email protected] Bill Watts Art Daniels Burkwood Construction, Inc. Owen Steel Company 1240 Bluff Road 727 Mauney Drive Columbia, SC 29201 Columbia, SC 29201 803-799-5898 803-251-7502 Fax 803-799-5899 Fax 803-251-7613 [email protected] [email protected] Glenn Williams Walt Tyler Landmark Builders of SC, LLC Tyler Construction Group 3103 Devine Street 433 Rabon Road, P.O. Box 25037 Columbia, SC 29205 Columbia, SC 29224 803-661-9920 803-865-1404 Fax 803-661-9938 Fax 803-865-1415 [email protected] [email protected] Ken Campbell Chuck Pinnie MAR Construction, Inc. Buckner Companies 141 Riverchase Way Highway 54 West Lexington, SC Graham, NC 27253 803-796-8960 336-376-8888 Fax 803-796-4400 Fax 336-376-8885 [email protected] [email protected] Doug Weber Jeremy Rowe Weber Construction Company, Inc. Hood Construction Company 11134A Broad River Road 1050 Shop Road, Suite A Irmo, SC 29063 Columbia, SC 29201 803-781-0473 803-765-2940 Fax 803-781-0485 Fax 803-771-0449 [email protected] [email protected] Whitney Delbridge Lee Bedenbough Martin Engineering, Inc. Core Construction Company, Inc. 127 Stonehill Road, P.O. Box 368 1315 Platt Springs Road White Rock, SC 29177 West Columbia, SC 29169 803-781-1930 803-791-8788 Fax 803-781-3186 Fax 803-791-0388 [email protected] [email protected]


ADDENDUM NO.1 4

Bryan Fraser Hogan Construction Group, LLC 127 Kiowa Lane Piedmont, SC 864-272-1527 [email protected]

2. A site visit to the project site (the existing Floyd Building) is scheduled for Tuesday, January 31, 2012 at 2:00 p.m. All interested parties are invited to attend.

Specifications Item No. Description 1. Revision: Reference Section 07542, Thermoplastic Polyolefin (TPO) Roofing. At paragraph 1.9.B.1, revise “20 years” to read “2 years”.

2. Revision: Reference Section 09960, High-Performance Coatings. At paragraph 2.3.A, delete this paragraph in its entirety and add the following: “2.3.A. Primer: Standard coat of shop primer. Color shall be gray. Primer shall be compatible with finish coats specified.”; At paragraphs 3.6.A.1 and 3.6.A.1.a, delete these paragraphs in their entirety and add the following: “3.6.A.1. Pigmented Polyurethane over prime coat. 3.6.A.1.a. Prime Coat: Standard shop primer (color gray).”; At paragraphs 3.6.B.1 and 3.6.B.1.a, delete these paragraphs in their entirety and add the following: “3.6.B.1. Pigmented Polyurethane over prime coat. 3.6.B.1.a. Prime Coat: Standard shop primer (color gray).”; Delete paragraph 3.6.B.2 in its entirety. Drawings

Item No. Description

1. Revision: Reference Drawing AS1.1. See attached Sketch A-SK-5 for revised note on removal and placement of existing video board and scoreboard/ad panels.

2. Revision: Reference Drawing A1.2. Under General Plumbing Notes – Roof Plan, add the following notes: “5. Hangers for horizontal piping shall be B3100 Standard Clevis Hangers by Cooper Industries or approved

equivalent. 6. Clamps for vertical piping shall be B3373 Standard Riser Clamps by Cooper Industries or approved equivalent. Provide clamps with threaded rods attached back to steel clip angles mounted at steel structure to support piping at 10’-0” maximum vertical spacing. 7. Provide Link Seal at pipe sleeve at concrete foundation. 8. Provide carbon steel A53 pipe sleeve through concrete foundation.”

3. Revision: Reference Drawings A3.1, A5.1, A5.2, A5.3, and A6.1. See attached Sketch A-SK-6 for revised

notes regarding steel framing. 4. Revision: Reference Drawing A4.1. See attached Sketches A-SK-1 and A-SK-2 for revisions to composite panel

joint spacing. 5. Revision: Reference Drawing A4.2. See attached Sketches A-SK-3 and A-SK-4 for revisions to composite panel

joint spacing.


ADDENDUM NO.1 5

6. Revision: Reference Drawing A6.1. See attached Sketch A-SK-7 for revisions to composite panel joint spacing. 7. Revision: Reference Drawing S1.1. See attached Sketches S-SK-1, S-SK-2, and S-SK-3 for revisions to

structural details. 8. Revision: Reference Drawings S2.0, S2.1, S2.2, S2.3, S2.4, S3.1, and S3.2. See attached Sketch S-SK-4 for

revisions to structural notes. END OF ADDENDUM NO. 1

Attachments: Sketches A-SK-1, A-SK-2, A-SK-3, A-SK-4, A-SK-5, A-SK-6, A-SK-7, S-SK-1, S-SK-2, S-SK-3, S-SK-4.

First

Floor

0' - 0

"

AB

Supp

ort 1

2' - 0

"

Supp

ort 2

13' -

9"

Supp

ort 3

25' -

6"

Supp

ort 4

37' -

3"

Supp

ort 5

49' -

0"

T.O. T

RUSS

105'

- 0"

Catw

alk 1

65' -

0"

Catw

alk 2

75' -

0"

Catw

alk 3

85' -

0"

Catw

alk 4

95' -

0"

C.03

C.02

C.01

1A5

.22

A5.2

3A5

.2

2' - 4"

8' - 1

1/4"

6' - 3

3/4"

4"

20' - 0"3' - 9"4"4' - 8"4"4' - 8"4"4' - 8"4"

4' - 8"4"4' - 8"4"

4' - 8"4"

3' - 7"5' - 8"

17' - 0"37' - 9 1/2"5' - 6 1/2"2' - 4"34' - 8"1' - 4"4' - 4"1' - 8"

20' - 0"37' - 9 1/2"

6' - 4"4' - 0"5' - 0"5' - 0"5' - 0"5' - 0"4' - 4"

10' -

4"10

' - 4"

10' -

4"EQ

.

6' - 0

"

1' - 0"

DOW

NSPO

UT N

OZZL

E

2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 9 1/2"

1

1

1

1

2' - 10"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"1' - 10"

3A-

SK-6

ARCH PROJECT NO:

DATE: SKETCH NO:

REFERENCE:

REVISION: ISSUED VIA:THIS DRAWING AND THE DESIGN

THEREON ARE THE PROPERTY OF THEGARVIN DESIGN GROUP, INC. THE

REPRODUCTION, COPYING, OR USE OFTHIS DRAWING WITHOUT THE WRITTEN

CONSENT OF THE GARVIN DESIGNGROUP IS PROHIBITED AND ANY

INFRINGEMENT WILL BE SUBJECT TOLEGAL ACTION.

@2003 GARVIN DESIGN GROUP, INC.

PROJECT TITLE

UNIVERSITY OF SOUTH CAROLINACOLUMBIA, SCSTATE PROJECT NO. H27-6089-MJ

ADDENDUM NO.1

1.27.12

1WILLIAMS-BRICE STADIUM VIDEO BOARD SUPPORTCONSTRUCTION

A-SK-1DRAWINGS A4.1U291.11

REFE

RENC

ED O

N: 1/

8" =

1'-0"

A-SK

-1A1

.11

NORT

H EL

EVAT

ION

First Floor0' - 0"

1 2

Support 12' - 0"

Support 213' - 9"

Support 325' - 6"

19' -

0"2

A6.1

1A5.1

EQ EQ 1

ARCH PROJECT NO:

DATE: SKETCH NO:

REFERENCE:

REVISION: ISSUED VIA:

THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF THE GARVIN DESIGN GROUP, INC. THEREPRODUCTION, COPYING, OR USE OF THIS DRAWING

WITHOUT THE WRITTEN CONSENT OF THE GARVINDESIGN GROUP IS PROHIBITED AND ANY

INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.

PROJECT TITLE

@ 2003 GARVIN DESIGN GROUP, INC.


ADDENDUM NO.1

1.27.12

1WILLIAMS-BRICE STADIUMVIDEO BOARD SUPPORTCONSTRUCTION

A-SK-2A4.1U291.11

REFERENCED ON: 1/8" = 1'-0"A-SK-2 A1.11 WEST ELEVATION

First

Floor

0' - 0

"

T.O. S

PEAK

ER C

ABIN

ET61

' - 2"

T.O. S

TEEL

109'

- 8"

AB

Supp

ort 1

2' - 0

"

Supp

ort 2

13' -

9"

Supp

ort 3

25' -

6"

Supp

ort 4

37' -

3"

Supp

ort 5

49' -

0"

T.O. T

RUSS

105'

- 0"

Catw

alk 1

65' -

0"

Catw

alk 2

75' -

0"

Catw

alk 3

85' -

0"

Catw

alk 4

95' -

0"

C.02

C.01

1A5

.22

A5.2

3A5

.2

2' - 4" 62' - 4"

5' - 6 1/2" 37' - 9 1/2" 17' - 0"

1' - 8" 4' - 4" 1' - 4" 34' - 8" 62' - 8"

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3' - 2

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3' - 6"

8' - 6

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15' -

6"

7 1/2" 2' - 7"1' - 11"

4' - 2 1/2"

8" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 4"

4' - 8

"8'

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1' - 7

"

1

1

ARCH PROJECT NO:

DATE: SKETCH NO:

REFERENCE:







PROJECT TITLE


ADDENDUM NO.1

1.27.12


A-SK-3A4.2U291.11

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12

Supp

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2' - 0

"

Supp

ort 2

13' -

9"

Supp

ort 3

25' -

6"

Supp

ort 4

37' -

3"

Supp

ort 5

49' -

0"

Catw

alk 1

65' -

0"

Catw

alk 2

75' -

0"

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20' - 0"37' - 9 1/2"5' - 6 1/2"

EQEQ

1

1

ARCH PROJECT NO:

DATE: SKETCH NO:

REFERENCE:







PROJECT TITLE


ADDENDUM NO.1

1.27.12


A-SK-4A4.2U291.11

REFE

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A-SK

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CONTRACTOR TO REMOVE EXISTING SCOREBOARD - NOTE: THE20'X29' VIDEO BOARD PIECE MUST REMAIN INTACT AND PLACEDCAREFULLY ON THE GROUND IN APPROX. THIS LOCATION -COORDINATE EXACT LOCATION WITH OWNER PRIOR TO REMOVAL- THE REMAINING PIECES OF THE BOARD (STATIC SCORINGSECTION AND AD PANELS) CAN BE CUT AND REMOVED AS NEEDEDAND CONTRACTOR IS TO DISPOSE OF AS SCRAP

1

ARCH PROJECT NO:

DATE: SKETCH NO:

REFERENCE:





PROJECT TITLE



ADDENDUM NO.1

1.27.12


A-SK-5AS1.1U291.11

REFERENCED ON: 1" = 20'-0"A-SK-51 ARCHITECTURAL SITE PLAN

1

E

1' - 2

"

1' - 2"

ALUMINUMCOMPOSITE PANELFORMED TOPROFILE SHOWN -COLOR: P-2

CONT. ICE & WATERSHIELD OVER 1/2" EXT.GYPSUM SHEATHING

METAL CATWALK - 1/4"CHECKER PLATE ONSTRUCTURAL STEEL FRAMING -SEE STRUCT. DWGS.

1A5.1

1

C.07

1 1/2"

1/4" STEELCHECKER PLATESTAIR TREAD, PTD.

1-1/2" DIA. STEELTUBE HANDRAIL,PTD. ON STEELCHANNELSTRINGER, PTD.

1-1/2" DIA. STEELGUARD RAIL, PTD.

1

ALL REFERENCES TO "GRATING" SHOULD READ"STEEL PLATE" - SEESTRUCT. DWGS. FORTHICKNESS AND TYPE

ALL REFERENCES TO "CATWALK FRAMING ANDGRATING" SHOULD READ "CATWALK FRAMINGAND STEEL PLATE" - SEE STRUCT. DWGS. FORTHICKNESS AND TYPE

1

ARCH PROJECT NO:

DATE: SKETCH NO:

REFERENCE:





PROJECT TITLE



ADDENDUM NO.1

1.27.12


A-SK-6A3.1, A5.1-A5.3, A6.1U291.11

REFERENCED ON: 1/2" = 1'-0"A-SK-6 A1.11 ENLARGED PLAN

REFERENCED ON: 1/2" = 1'-0"A-SK-6 A1.12 ENLARGED PLAN @ SHIPS LADDER

REFERENCED ON: 1/4" = 1'-0"A-SK-6 A1.13 SECTION

1

T.O. T

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105'

- 0"

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ARCH PROJECT NO:

DATE: SKETCH NO:

REFERENCE:







PROJECT TITLE


ADDENDUM NO.1

1.27.12


A-SK-7A6.1U291.11

REFE

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ED O

N: 3/

4" =

1'-0"

A-SK

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TION

University of South Carolina H27-6089-MJ Williams-Brice ...purchasing.sc.edu/solicitations/H27-6089-MJ Addendum One for Willi… · Williams-Brice Stadium Video Board Support Construction

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