addendum number two stadium # 4 - keenan ......stadium # 4 – keenan high school (phase 2) addendum...

STADIUM # 4 – KEENAN HIGH SCHOOL (PHASE 2) ADDENDUM NUMBER TWO

ADDENDUM NUMBER TWO

for

STADIUM # 4 - KEENAN HIGH SCHOOL (PHASE 2) RICHLAND COUNTY SCHOOL DISTRICT ONE

COLUMBIA, SOUTH CAROLINA SOLICITATION NUMBER 2017-0174

PREPARED BY:

Jumper Carter Sease Architects 412 Meeting Street

West Columbia, SC 29169

And

Cumming Construction Management, Inc. 720 Lady Street

Columbia, South Carolina 29201

DATE OF ISSUE: August 17, 2017 TO: ALL BIDDERS OF RECORD This addendum modifies the Contract Documents only in the manner and to the extent stated herein and shown on any accompanying drawings and will become a part of the Contract Documents. Except as specified or otherwise indicated by this addendum, all work shall be in accordance with the basic requirements of the Contract Documents. BIDDER SHALL ACKNOWLEDGE RECEIPT OF ADDENDUM IN THE SPACE PROVIDED ON THE BID FORM. FAILURE TO DO SO MAY CONSTITUTE AN INFORMALITY IN THE BID. This addendum consists of 5 pages and the following attachments:

Civil Drawings: ADD2.1, C2.4, C3.2, C6.1

Architectural Drawings: A301, A303, A305, A503, A706 Structural Drawings: S100C, S104S

Plumbing, Sprinkler, HVAC items: 5 sheets total including sketches PSK-1, MSK1, MSK2, MSK3 Electrical Items - Addendum Drawings: E001.1, E003.2, E003.3, E003.4, E102.1, E202.1, E402.1, E502.1, E602.3, E602.4.

I. CHANGES TO BIDDING REQUIREMENTS Item No. Description 1. THE BID DATE AND TIME SHALL BE CHANGED TO:

TUESDAY, AUGUST 29, 2017 at 2:00 PM EST. The location specified for receipt of bids and the Bid Opening remains unchanged.


II. GENERAL CLARIFICATIONS:

Item No. Description 1. CAD Files: CAD files for Civil drawings will be made available through the architect’s

office upon request and signature of release form. No usage fee will be charged. CAD files for remaining drawings will be provided to the low bidder after contract award. Contact Janet Lehman at 803-791-1020.

2. Toilet Accessories: The Owner will furnish all Toilet Paper and Soap Dispensers to the

Contractor for installation. All other accessories as indicated in the plans are to be furnished and installed by the Contractor.

III. CHANGES TO DIVISION ONE SPECIFICATIONS:

1. Section 01 21 00 Allowances: ADD the following to paragraphs 1.2.B and 3.3:

“4. Irrigation Allowance $25,000”

IV. CHANGES TO TECHNICAL SPECIFICATIONS AND DRAWINGS:

SPECIFICATIONS Item No. Description

1. Section 09 30 00, TILE, Paragraph 2.02A - 2.02E AND 2.03: DELETE these paragraphs. ADD

the following:

“2.02 TILE

(NOTE: COLOR SELECTIONS BELOW ARE NOTED FOR BIDDING PURPOSES ONLY. FINAL COLOR SELECTIONS WILL BE SELECTED DURING SHOP DRAWING PHASES FROM SIMILAR COLOR AND MATERIAL SELECTIONS INDICATED) PT-1 Porcelain Tile - Field Tile (For Shower cubical areas) To Be “Cross-Colors® Mosaics”, Cross-Tread Texture (CTS), Color: To be selected by Architect, 3” X 3” (size calibrations to be the same for all tiles), by Crossville Ceramics Company. Use "Spectra Lock Pro" epoxy grout by Laticrete. Color (II) to be selected by Architect. Reference floor pattern layout plans for distribution. PT-2 Porcelain Floor Tile Pattern for Shower Rooms L105, L111 "Color-Blox" Series, UPS Finish. 6” X 6”, by Crossville, Inc. Pattern to consist of three (3) colors to be selected by Architect from 50% Grade I and 50% from Grade IV color tiles. Contractor is required to schedule ordering these porcelain tile products to prevent delivery and installation delays. Use "Spectra Lock Pro" Epoxy Grout by Laticrete. Floor Pattern layout will be issued during submittal phase of construction.


CWT-1 Ceramic Wall Tile Pattern and Base, floor to ceiling high, for Shower Walls and walls in Shower Rooms L105, L111. Pattern to consist of 70% of “Field” Colors And 30% of “Accent” Colors. “Bright” Glazed Tile, 4-1/4” X 4-1/4”, up to two (2) colors shall be selected by the Architect from manufacturer Groups 1, 2, 3 & 4. Drawings will be provided during shop drawings. Provide Cove Base 4-1/4” X 4-1/4” at floor joint, molded corners, bullnose out-corners, bullnose wainscot cap. Tile joints to align with wall tiles.

2.03 TRIM AND ACCESSORIES Transition Strips and Edge Protection: Provide thin-line Anodized Aluminum Transition Strips and Edge Protection by Schluter Systems, L.P. appropriate for each condition. Transition strips shall be in one piece for width of opening installed at each opening where ceramic tile or porcelain tile transitions to another material. Edge Protection shall be used where wall and base tile transitions to another material as required and shall be used and installed in accordance to manufacturer’s recommendations and industry standards. Finishes to be selected by Architect from manufacturer’s standard finishes.”

DRAWINGS:

Item No. Description

1. AS101, DETAIL 2/AS101, CLARIFICATION: This detail primarily shown to indicate the cut section referenced on 7/A709. The ramp is dimensioned on Detail 1/C2.3. The concrete wall is detailed on Section S103W. Top of Wall is 320.5 as shown on Sheet C3.1.

2. Sheet C2.3: REFER TO SKETCH ADD2.1 included in this addendum for clarification on the exterior stair just north of the east concession building. This stair is to have concrete end walls each side per the structural concrete wall detail. The segmental block wall is to be installed flush into the concrete end wall each side.

3. Sheet C2.4: DELETE C2.4 IN SET AND REPLACE WITH revised sheet C2.4 for the addition of a storage building on the south end of the east side bleacher.

4. Sheet C3.2: DELETE C3.2 IN SET AND REPLACE WITH revised sheet C3.2 for the grading revised for the added storage building.

5. Sheet C4.2: REVISE note on C4.2 under EROSION AND SEDIMENT CONTROL MEASURES to note – Owner is responsible for SWPPP inspections.

6. Sheet C6.1: DELETE C6.1 IN SET AND REPLACE WITH revised sheet C6.1 for the addition of a 1” water service to be routed from the existing concession building to the new storage building.

7. Sheet C8.1 ADD note at Trench Drain Detail - Approved product substitution- DuraTrench.

8. Sheet A301: DELETE SHEET A301 IN SET AND REPLACE WITH SHEET A301 INCLUDED IN THIS ADDENDUM. NOTE THE FOLLOWING CHANGES AND CLARIFICATIONS:

a. Finish Schedule changes b. Access panel locations and model number indicated in GWB ceilings c. Wall height notes d. Floor finishes boundaries located.



a. Finish Schedule changes b. Access panel locations and model number indicated in GWB ceilings c. Ticket window details and counter flagged and referenced.

10. Sheet A305: INSERT NEW SHEET A305 INCLUDED IN THIS ADDENDUM FOR PLAN AND ELEVATION OF NEW STORAGE BUILDING ON SITE.


a. Added detail for ticket window and counter in Ticket C123 and C132.

12. Sheet A601, LOCKER ROOM SHOWER ENLARGED PLAN - CLARIFICATION: a. Item “O” Electric Hand Dryer is to be added in each Restroom in locations to coordinate

with power indicated on E201 b. ADD one “O” Electric Hand Dryer in Officials Locker Room L103. c. Delete any notes referencing “coated epoxy flooring” on these plans.

13. Sheet A602, ENLARGED RESTROOM PLAN CONCESSIONS B - CLARIFICATION: a. Item “F” Napkin Disposal note “F is to be added to each stall in Women’s Restroom C137

and C125. b. Item “O” Electric Hand Dryer is to be added in each Restroom in locations to coordinate

with power indicated on E202


a. See added Field Verify dimensions for brick and block walls on sides of bleachers and brick/brick wall on field side of bleachers. These dimensions are approximate and must be coordinated with the owner’s bleacher installer for exact dimensions and installation sequence. The structural requirements of the side walls are shown on S103. These walls are to be constructed on bleachers on both sides of the field.

15. Sheet S100C and S104S: INSERT NEW SHEET S100C and S104S INCLUDED IN THIS ADDENDUM FOR STRUCTURAL PLANS AND DETAIL OF NEW STORAGE BUILDING ON SITE.

16. Plumbing, Sprinkler, HVAC Items: See attached addendum description and sketches.

17. Electrical: REPLACE sheets in set with attached Electrical Sheets.


IV. APPROVED EQUALS:

The following Manufactures have met requirements for prior approval for substitution of specified materials/products. Approved products must meet all specifications set forth in the Project Manual unless noted otherwise here in this addendum.

Product Manufacturer/ Installer

07 41 13 Standing Seam Metal Roof Panel System Metal Roofing Systems, Inc.

07 27 26 Vapor Permeable Fluid Applied Air Barrier BASF - MASTERSEAL AWB 660 Mitchell Metals

Trench Drain (Civil Plan Sheet C8.1) DuraTrench

END OF ADDENDUM NUMBER TWO

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COLUMBIA, SOUTH CAROLINA SL

1600

2

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14,

201

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1/8

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A3056

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8' - 0"

5' - 2

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6' - 1

0 5/

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5' - 4"

38' -

0 1/

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4' - 4

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5' - 0

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4' - 7

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5' - 0

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5' - 0

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5' - 0

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5' - 0

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3' - 9 1/2"

3' - 3"

39' -

4"

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5' - 0

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5' - 0

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5' - 0

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A5

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9' - 2

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1600

2

JULY

14,

201

7

CO

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CU

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A5032

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8

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10

11

12

13

14

15

16

17

18

19

20

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19 TREA

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2'-6" = 4

7'-6"

91 _ 8"

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WAY P

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FRT. +

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TW-BACK

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100.58'

PL 3/4" x 13" x 1'-1"

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100.00'

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COLUMBIA, SOUTH CAROLINA CM

1600

2

JULY

14,

201

7

CO

NST

RU

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ON

DO

CU

MEN

TS

1/4

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2

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WF20

WF2

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WF24

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15 S201

16 S201

17 S201

18 S201

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20' -

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19' -

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14 S201

19 S201

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F40

F40

F40

F40

F40

F40

F40

HSS8

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20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

16K4

16K4

16K4

16K4

16K4

16K4

16K4

16K410K1

10K1

10K1

10K1

10K1

10K1

10K1

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L1L1

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2.5K

2

2.5K

2

2.5K

2

2.5K

2

2.5K

2

2.5K

22.5K

2

2.5K

2

2.5K

22.5

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2.5K2

2.5K

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2.5K

2

2.5K

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2.5K

2

2.5K

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2.5K

2

2.5K

2

2.5K

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2.5K

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C6

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19' -

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5' - 0

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C11

C10

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CC

C12

C13

C14

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WF2

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WF24

WF2

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WF20WF24

WF2

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WF20

WF2

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16 S201

17 S201

10 S201

19 S201

15 S201

14 S201

18 S201

17 S201

15' -

0 1

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- 11

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15' -

0 7

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20' -

8 3

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19' -

7 1

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82' -

0 3

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3 13

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1' - 4

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1' - 4

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39' -

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42' -

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HSS4

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S4X4

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HSS4

X4X1

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S4X4

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HSS8

X8X1

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ASE

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S8X8

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F50

F50

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S4X4

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(BAS

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HSS4

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36' - 4 1/8"

24' - 0 3/4"1' - 4"8' - 3 3/8"2' - 8"

10' - 8 3/8"

1' - 0 3/16"

1' - 4

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18' -

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82' -

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CJ

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F40

F40

F40

F40

F40

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C11

C10

C8

CC

C12

C13

C14

C9

HSS8

X4X1

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L5L5

L5

10K1

10K1

10K1

10K1

10K1

10K1

10K1

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

16K4

16K4

16K4

16K4

16K4

16K4

16K4L1

L1L1

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2.5K2

2.5K2

2.5K2

2.5K2

2.5K2

2.5K2

2.5K2

2.5K2

2.5K2

2.5K2 2.5K

2

16K4

2.5K2 2.5

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2.5K2

2.5K2 2.5K

2

2.5K2

2.5K2

2.5K2

2.5K2

2.5K2

20K6

2.5K2

JBE

= 13'

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4" (5

9/16

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T)

L5L5

L5L5

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(BAS

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15' -

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15' -

0 7

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20' -

8 3

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19' -

7 1

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10' - 8 3/8"

3' - 1

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5' - 0

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10"

3 1/2"3 1/2"

3 1/

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1/2"

11"

9"

4"4"

1 1/2"1 1/2"

2"4"

5 1/

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8"

4"4"

SEE

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11"

9"

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1 1/2"1 1/2"

2"4"5

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3"

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4"

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CANO

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CHOR

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TER

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2. DE

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ARE

FOR

GEN

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F CA

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SHO

P DR

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GS. P

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OLTS

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STEA

D OF

THR

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RED

BY C

ANOP

Y SU

PPLIE

R. F

IELD

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D CA

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CON

NECT

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TO

FRON

T PL

ATES

. ST

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ALL B

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AINL

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TH

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ED S

TUDS

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F IN

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IF C

ANOP

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NGER

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WILL

NOT

FIT

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SHOW

N AT

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AT C

ANOP

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NGER

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S", U

SE A

FRO

NT P

LATE

DET

AIL S

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R TO

"FRO

NT P

LATE

WIT

H DO

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THR

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D ST

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.6.

GROU

T CM

U W

ALLS

SOL

ID A

T LO

CATI

ONS

WHE

RE C

ANOP

Y CO

NNEC

TION

S OC

CUR.

7. PR

OVID

E SP

ACER

S AS

REQ

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D TO

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PLET

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RATE

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SIMI

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LS (A

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AND

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/8" E

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" EM

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GROUT SOLID2' - 0"

GROUT SOLID2' - 0"

VENE

ER S

EE A

RCH

FOR

DETA

ILS

SOUTH

CARO

LINA

HPESJO

No.

231

50

LEE

MAR

TI

PROF

ESSI

GNELAN

O

INEER

ENS I LED

.. . . . . . . . . . . . . . . . . . . . .

... .. . .. . .

. . . .. . . . . . .

...........

..........

.....................C

N

SOUTH

CARO

LINA

FITRCE

John

son

& Ki

ng

Engi

neer

sN

o. 0

165

IC

ATE

OF.. . . . . . . . . . . . . . . . . . . . .

... .. . .. . .

. . . .. . . . . . .

...........

..........

.....................

IZATOIROH

TU

A

N

412

Mee

ting

Stre

etW

est C

olum

bia

Sou

th C

arol

ina

Jump

er

ARCHITEC

TS

Carte

rSe

ase

SHEE

T N

O:

SHEE

T TI

TLE:

DAT

E:

CO

MM

NO

:

CH

ECKE

D B

Y:

DR

AWN

BY:

these drawings are the property of jumper carter sease architects/pa, and may not be reproduced, copied or used in whole or in part without written consent of the architect, any infringemnent will be subject to legal action

S10

0C

STR

UC

TUR

ALPL

ANS

AND

DET

AILS

CO

NC

ESSI

ON

S &

RES

TRO

OM

S


COLUMBIA, SOUTH CAROLINA LWK

LWK/

JLM

JULY

14,

201

7

1/8"

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5S1

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SOUTH

CARO

LINA

HPESJO

No.

231

50

LEE

MAR

TI

PROF

ESSI

GNELAN

O

INEER

ENS I LED

.. . . . . . . . . . . . . . . . . . . . .

... .. . .. . .

. . . .. . . . . ..

...........

..........

.....................C

N

SOUTH

CARO

LINA

FITRCE

John

son

& Ki

ng

Engi

neer

sN

o. 0

165

IC

ATE

OF.. . . . . . . . . . . . . . . . . . . . .

... .. . .. . .

. . . .. . . . . . .

...........

..........

.....................

IZATOIROH

TU

A

N

412

Mee

ting

Stre

etW

est C

olum

bia

Sou

th C

arol

ina

Jump

er

ARCHITEC

TS

Carte

rSe

ase

SHEE

T N

O:

SHEE

T TI

TLE:

DAT

E:

CO

MM

NO

:

CH

ECKE

D B

Y:

DR

AWN

BY:

these drawings are the property of jumper carter sease architects/pa, and may not be reproduced, copied or used in whole or in part without written consent of the architect, any infringemnent will be subject to legal action

S10

4S

STR

UC

TUR

ALPL

ANS

& D

ETAI

LS- S

TOR

AGE

BUIL

DIN

G


COLUMBIA, SOUTH CAROLINA LWK

JLM

JULY

14,

201

7


1/8"

= 1'-

0"S1

04S1

FOUN

DATI

ON P

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