Addendum #1- DLCC Composite Deck Repair18.repair locations and type are shown on these drawings in...

#

Addendum #1- DLCC Composite Deck Repair August 27, 2019

1. Dates: a. Schedule:

i. August 29, 2019 – Deadline for Questions 4:00pm ii. September 6, 2019 – Bid Due Date (bids due at 2:0pm)

iii. September 12, 2019 – SEA Board Meeting to recommend award of contract iv. September 13, 2019 – Limited Notice to Proceed issued v. November 18, 2019—Construction Begin

vi. February 14, 2020 – Completion of Construction

2. Contact Info: a. Bentley Carpet Recycling

i. David Turkes 1. [email protected] 2. 626-934-2005

3. Additional Info:

a. Drawings and Bid Form have been revised, please see revised documents attached below

b. Sample Agreement has been revised to include Liquidated Damages for failure to meet construction deadlines, see attached document below

c. Additional site visits can be scheduled by contacting Ryan Buries ([email protected])

d. No gas powered equipment can be used in interior spaces (loading dock & Jr Ballroom are not considered interior spaces)

e. Traffic Coating in service corridor areas will be bid separately f. All alternates have been removed from the project, therefore no responses were

provided to questions asked about the removed scope.

4. Pre-Bid Meeting Notes a. Carpet installation will be bid separately b. Questions:

i. Is the carpet to be recycled by contractor? 1. Yes, contact info for Bentley Carpet Recycling is provided in Section 2.

ii. Can you provide construction manifest form?

mailto:[email protected]


#

1. The construction waste tracking form will be provided to the successful bidder

iii. In Jr Ballroom, who is responsible for removing material and equipment? 1. Owner

iv. What if there is damage to what remains? 1. Contractor should request any materials that could be damaged to be

relocated. Damage to any equipment not requested to be moved will be the responsibility of the contractor.

v. What are loading criteria in ballroom and loading dock? 1. Loading information for these locations has been added to the attached

revised drawings vi. Can you provide specification for composite pan?

1. Original design document information regarding the composite deck has been added to the attached revised drawing

vii. Can you provide specification for floor boxes? 1. Floor boxes are to be salvaged and reinstalled in existing locations

viii. Are floor boxes shown on plan? 1. Yes

5. Additional Questions

a. It is noted in the bid documents to submit all forms in triplicate. Is that truly the intent or will one original bid form be acceptable for the submission of bid?

i. One original copy of all required forms is adequate

6. Attachments a. Pre-bid Meeting Agenda b. Pre-bid Meeting Sign-in sheet c. Revised Bid-Form d. Revised Drawings e. Revised Sample Agreement

www.pittsburghcc.com 1000 Fort Duquesne Boulevard Pittsburgh, PA 15222 412-565-6000

AGENDA Composite Deck Repair

Pre-Bid Meeting August 23, 2019

10:00 AM

1. Project Team Introduction a. SEA – Owner of building – Doug Straley, Bill Williams b. SMG – Manager of building – Ryan Buries c. WJE – Engineer of Record for project – Phil Elgin

2. Process Review

a. Timeline i. Inquiries Due August 29, 2019 @ 4:00pm

ii. Sealed bids due September 6, 2019 @ 2:00pm iii. Construction Start (Base Bid) - November 18, 2019 iv. Completion Date (Base Bid) - February 14, 2020 v. Completion Date (Alternates) – December 31, 2020

b. Review enclosed sample agreement i. Insurance Requirements

ii. Liquidated Damages (Base Bid Only) – To be issued via Addendum 1. February 14-16, 2020- $10,000 per day 2. February 17, 2020 and after- $30,000 per day

c. MBE/WBE Participation Goals i. SEA Diversity Coordinator- Clarence Curry

1. [email protected] 2. 412-393-7102

d. Workforce Diversity Program

3. Project Overview a. Scope of Work

i. Logistics 1. Events (December 16-22, 2019) 2. Deliveries/Dock Access 3. Demolition options 4. IAQ Policy

ii. Technical Scope - Base Bid and Alternates

4. Questions?

5. Site Walk

http://www.pittsburghcc.com/


#53882 revised 4.13.18

BID FORM Bid Package: David L Lawrence Convention Center Composite Deck Repair Submitted to: Sports & Exhibition Authority c/o DLCC 1000 Ft Duquesne Blvd Pittsburgh, PA 15222 SEA reserves the right to reject any or all bids (including the lowest bid), accept bids in any order or combination, make modifications to the work after bidding, and waive any informalities or irregularities in bids if it is deemed in the best interest of the SEA. Submitted by: (Company) ________________________________________________ (Address) ________________________________________________ ________________________________________________ (Contact Person)

________________________________________________ (Telephone Number) The undersigned, hereinafter called the Bidder, being familiar with and understanding the Bidding Documents and also having examined the site and being familiar with all local conditions affecting the Project hereby proposes to furnish all labor, material, equipment, supplies and transportation, and to perform all Work in accordance with the Bidding Documents including Project Manual for David L. Lawrence Convention Center Composite Deck Repair dated August 2019 and subsequent addenda.

#53882 revised 4.13.18

BASE BID #1 – Composite Deck Partial Repair

A. For all labor, material, services and equipment necessary for completion of the work specified, the Bidder bids:

TOTAL BASE BID #1 PRICE- Base Bid for work described on Drawing S3.1 Total base bid price for all work, complete, in accordance with the Bid Package $ (Written) $ ____________ (Numerals) BASE BID #2 – Composite Deck Full Repair

A. For all labor, material, services and equipment necessary for completion of the work specified, the Bidder bids:

TOTAL BASE BID #2 PRICE- Base Bid for work described on Drawings S3.1 & S3.3 Total base bid price for all work, complete, in accordance with the Bid Package $ (Written) $ ____________ (Numerals) INDICATE SUBCONTRACTORS AND SUPPLIERS

COMPANY SUBCONTRACTOR / SUPPLIER

#53882 revised 4.13.18

ADDENDA RECEIVED AND ACKNOWLEDGED: No. _ No. _ No. _ No. _ No. _ MBE/WBE COMMITMENT Bidder commits to the following goals through material purchases, second tier subcontractors or joint ventures and have identified in the attached MBE/WBE Solicitation Statement. SEA’s Goals: MBE: 25% WBE: 10% Contractor’s Proposed Goals: MBE:_____% WBE: _____% ATTACHMENTS TO BE SUBMITTED WITH BID 1. 10% Bid Bond 2. Non-Collusion Affidavit of Prime Bidder 3. Certificate of Minority and Women’s Participation 4. MBE/WBE Solicitation Statement 5. Letter of Assent 6. Public Works Employment Verification Form 7. Acknowledgment of Workforce Utilization Execution by the undersigned evidences agreement that award of contract for base bid and/or alternates may be delayed up to 90 days after bid opening (or as may be further extended by agreement between SEA and apparent lowest responsible and responsive bidder.) Submitted by: (Firm Name) Legal Status Sole Proprietorship Partnership Corporation State of Signature: Date: (Sign in Ink) Name: Title (Please print or type) Sales/Use Tax No:

COMPOSITE DECK REPAIRS

David L. Lawrence Convention Center

PITTSBURGH, PENNSYLVANIA

Ø DIAMETER

N.I.C. NOT IN CONTRACT

OC ON CENTER

SIM. SIMILAR

OPP. OPPOSITE

EX. EXISTING

I.E. EXAMPLE

C.J. CONTROL JOINT WWR WELDED WIRE MESH REINFORCEMENT

MIN. MINIMUM MAX. MAXIMUM

V.I.F. VERIFY IN FIELD

ABBREVIATION LIST

SEE ELEVATION Y, SHEET AX

SYMBOL LEGEND

PROJECT LOCATION

AX

Y

SEE SECTION Y, SHEET AX

AX

Y

SEE DETAIL Y, SHEET AX

AX

Y

SEE KEYNOTE NUMBER 5

TYP. TYPICAL

N.T.S. NOT TO SCALE

& AND

W/ WITH

LB. POUND

S.F. SQUARE FEET

L.F. LINEAR FEET

S1.0 GENERAL NOTES

S2.0 SECOND FLOOR REFERENCE PLAN - NO WORK

S2.1 NOT USED

S3.0 THIRD FLOOR REFERENCE PLAN

S3.1 THIRD FLOOR PARTIAL PLAN - BASE BIDS 1 & 2

S3.2 NOT USED

S3.3 THIRD FLOOR PARTIAL PLAN - BASE BID 2

S4.0 NOT USED

S4.1 NOT USED

S5.0 REPAIR DETAILS

DRAWING INDEX

1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY OF

PITTSBURGH AND COMMONWEALTH OF PENNSYLVANIA BUILDING CODES AND

REGULATIONS. UNLESS SPECIFICALLY STATED OTHERWISE, THE MOST RECENT

EDITION OF ALL CODES AND STANDARDS APPLY.

2. ARCHITECT/ENGINEER SHALL BE PROVIDED ALL NECESSARY ACCESS TO THE WORK

DURING REPAIRS.

3. CONSTRUCTION SHALL BE THOROUGHLY COORDINATED WITH OWNER'S

REPRESENTATIVE AS TO NOT CONFLICT WITH OR UNEXPECTEDLY INTERFERE WITH

OPERATIONS.

4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE JOB BEFORE

STARTING THE WORK AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF

ANY DISCREPANCIES, OMISSIONS, OR UNANTICIPATED CONDITIONS NOT ADDRESSED

BY THE DRAWINGS OR SPECIFICATIONS WHICH MAY AFFECT THE SCOPE OF THE

WORK. NO REPAIR WORK IMPACTED BY THE NOTED CONDITIONS SHALL BE

PERFORMED UNLESS APPROVED IN ADVANCE BY THE ARCHITECT/ENGINEER.

5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS

OF CONSTRUCTION.

6. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT AS

REQUIRED TO COMPLETE THE WORK, UNLESS OTHERWISE NOTED.

7. THE DIMENSIONS PROVIDED ARE APPROXIMATE BASED ON LIMITED FIELD

MEASUREMENTS AND ORIGINAL CONSTRUCTION DOCUMENTS. THE CONTRACTOR

SHALL FIELD VERIFY ALL DIMENSIONS AS NECESSARY PRIOR TO FINALIZING A BID,

ORDERING MATERIAL, OR BEGINNING THE WORK.

8. REPAIR AREAS ARE SHOWN GRAPHICALLY FOR LOCATION PURPOSES ONLY AND DO

NOT NECESSARILY INDICATE ACTUAL REPAIR BOUNDARIES OR FINAL QUANTITIES.

THE EXTENT OF ALL REPAIR AREAS ARE SUBJECT TO FINAL APPROVAL AND QUANTITY

VERIFICATION BY THE ARCHITECT/ENGINEER.

9. THE CONTRACTOR SHALL PROVIDE PROTECTIVE BARRIERS, FENCES, WALKWAY

ENCLOSURES, ETC. TO LIMIT MIGRATION OF DUST AND ENSURE THE SAFETY OF

PEDESTRIANS, BUILDING OCCUPANTS, VEHICULAR TRAFFIC, SITE FEATURES, ETC. AS

APPROVED BY THE OWNER AND IN ACCORDANCE WITH THE REQUIREMENTS OF LOCAL

AUTHORITIES.

10. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS

OR EQUIPMENT. THE MATERIALS AND EQUIPMENT SHALL BE CONTAINED WITHIN THE

AREAS INDICATED IN THE CONTRACT DOCUMENTS OR BY THE DIRECTION OF THE

OWNER OR ARCHITECT/ENGINEER. DO NOT LOAD THE STRUCTURE WITH WEIGHT

THAT WILL ENDANGER THE STRUCTURE. CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR THE PROTECTION AND SAFEKEEPING OF PRODUCTS STORED ON

PREMISE.

11. THE CONTRACTOR SHALL PROTECT SURROUNDING BUILDING ELEMENTS AND

PROPERTY FROM DAMAGE AND ACCUMULATION OF DEBRIS.

12. THE CONTRACTOR SHALL REPAIR AT HIS /HER COST ANY PORTIONS OF THE BUILDING

THAT ARE DAMAGED AS A RESULT OF PERFORMANCE OF THE REPAIR WORK.

13. THE CONTRACTOR SHALL REMOVE AND REINSTALL ANY BUILDING ELEMENT AS

NECESSARY TO ACCESS WORK, UNLESS NOTED OTHERWISE.

14. THE CONTRACTOR SHALL DAILY EXECUTE CLEANING TO ENSURE THAT THE ADJACENT

BUILDING, GROUNDS, AND PUBLIC AREAS ARE MAINTAINED FREE FROM

ACCUMULATIONS OF WASTE MATERIALS AND DEBRIS TO PREVENT BLOWING DUST.

15. REFERENCE SPECIFICATION SECTIONS FOR ALL REPAIR PROCEDURES AND

MATERIALS. THE DRAWINGS AND SPECIFICATIONS ARE TO BE TAKEN IN THEIR

ENTIRETY AND AS A WHOLE. IF A DISCREPANCY IS FOUND BETWEEN THE DRAWINGS

AND SPECIFICATIONS, THE ARCHITECT/ENGINEER SHALL HAVE THE OPTION AS TO

WHICH GOVERNS.

16. THE CONTRACTOR SHALL PROVIDE PRODUCT SUBMITTALS, MATERIAL, SHOP

DRAWINGS, MIX DESIGNS, TEST REPORTS, AND CERTIFICATION TO

ARCHITECT/ENGINEER FOR APPROVAL FOR ALL MATERIALS PROPOSED FOR USE.

CONTRACTOR SHALL ALLOCATE 14 CALENDAR DAYS FOR ARCHITECT/ENGINEER TO

REVIEW AND RESPOND.

17. COORDINATE CONSTRUCTION WITH THE CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL PORTION OF THE PROJECT SPECIFICATIONS.

18. REPAIR LOCATIONS AND TYPE ARE SHOWN ON THESE DRAWINGS IN COLOR.

GENERAL NOTES

THE PROJECT IS TO REPAIR EXISTING COMPOSITE METAL DECK WITH LIGHTWEIGHT

CONCRETE INFILL. REPAIRS WILL INCLUDE THE FOLLOWING:

1. ENCLOSE/PROTECT WORK AREAS. MAINTAIN PROTECTION FOR DURATION OF

PROJECT. COORDINATE WITH DLLCC PERSONNEL.

2. REMOVE EXISTING CARPET FROM REPAIR AREAS AS INDICATED IN REPAIR

QUANTITIES TABLE BELOW.

3. FOR BASE BID 1 (PARTIAL BALLROOM), SOUND REPAIR AREAS BY LOADING

AFFECTED LOCATIONS WITH EQUIPMENT CARTS; COORDINATE WITH ENGINEER.

4. SUPPORT EXISTING WALL CONSTRUCTION OR REMOVE AND REPLACE IN KIND AS

REQUIRED TO COMPLETE SLAB REPAIRS.

5. SAW CUT EXISTING CONCRETE AT REPAIR AREAS AS SHOWN ON THE DETAILS

FOR END AND EDGE CONDITIONS.

6. DEMOLISH EXISTING LIGHTWEIGHT CONCRETE AND W.W.R. FROM REPAIR AREAS.

EXISTING METAL DECK AND HEADED STUDS ALONG BEAMS ARE TO REMAIN.

7. PLACE NEW REINFORCEMENT AND LIGHTWEIGHT CONCRETE AS SHOWN ON THE

DETAILS.

SCOPE OF WORK

ENGINEERSARCHITECTSMATERIALS SCIENTISTS

PROJECT LOCATION

Wiss, Janney, Elstner Associates, Inc.

800 Vinial Street, Suite B301

Pittsburgh, Pennsylvania 15212

412.316.9732 tel www.wje.com

Consultants

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Project

Client

DescriptionMark Date

Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.

Headquarters & Laboratories: Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York

Princeton | San Francisco | Seattle | Washington, D.C.

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THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

0 1/2" 1" 2"

MAC

AS NOTED

August 14, 2019

JRP/PTE

08/14/19

08/27/19

---

1

2017.8029.3

Bid Documents

Addendum 1

Sports and Exhibiton

Authority of Pittsburgh

171 10th Street

Pittsburgh, PA 15222

David L. Lawrence

Convention Center

1000 Fort Duquesne Blvd.


Ballroom Composite

Deck Repairs

General Notes

S1.0

REPAIR QUANTITIES

BID OPTION

(SHEET NO.)

CARPET INFORMATION

BASE BID

QUANTITY

(S.F.)

DESCRIPTION

37,250

1,200

FULL REPAIR OF BALLROOM

(CONCRETE AND CARPET)

(CARPET ONLY - OUTSIDE OF

CONCRETE REPLACEMENTS)

REMOVE AND

RECYCLE CARPET

BASE BID 1

(S3.1)

REMOVE AND

RECYCLE CARPET

3,700

PARTIAL REPAIR OF

BALLROOM

(CONCRETE AND CARPET)

BASE BID 2

(S3.1 and S3.3)

1

1

EXISTING CONSTRUCTION

EXISTING FLOOR CONSTRUCTION IS SHOWN ON THE ORIGINAL CONSTRUCTION

DOCUMENTS (PREPARED BY RAPHAEL VINOLY ARCHITECTS PC) AS FOLLOWS:

1. SPRAY ON FIREPROOFING AT ALL STEEL BEAMS

2. 3/4" SHEAR STUDS IN A SINGLE ROW AT 12" SPACING

3. STEEL DECK TO BE VULCRAFT REF: 3VLI 20

4. WELDED WIRE REINFORCEMENT (W.W.R.) 6x6 W1.4xW1.4 WITH 1" MAXIMUM

COVER FROM THE TOP OF SLAB

5. LIGHTWEIGHT CONCRETE

1

AutoCAD SHX Text

5

PLAN BACKGROUND EXCERPTED FROM PROJECT DRAWINGS BY RAFAEL VINOLY ARCHITECTS, PC. DATED 12/20/2000





Consultants

1

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Project

Client


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



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AT 24x36 (INCHES)

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MAC

AS NOTED

August 14, 2019

JRP/PTE

08/14/19

08/27/19

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2017.8029.3

Bid Documents

Addendum 1



171 10th Street


David L. Lawrence

Convention Center



Ballroom Composite

Deck Repairs

Second Floor

Reference Plan

S2.0

N

1

NOT TO SCALE

SECOND FLOOR REFERENCE PLAN

PLAN NOTES:

1. NO WORK THIS LEVEL. PLAN INCLUDED

FOR REFERENCE OF GENERAL AREAS

WITHIN THE BUILDING.

PLAN LEGEND:

DENOTES LOADING DOCK.

ORIGINAL DESIGN LIVE LOAD =

250 PSF (PRECAST CONCRETE

DOUBLE TEES).

DENOTES JUNIOR BALLROOM.

ORIGINAL DESIGN LIVE LOAD =

150 PSF (PRECAST CONCRETE

DOUBLE TEES).

ORIGINAL DESIGN LIVE

LOAD = 250 POUNDS

PER SQUARE FOOT

(PRECAST CONCRETE

DOUBLE TEES).

ORIGINAL DESIGN LIVE

LOAD = 150 POUNDS

PER SQUARE FOOT

(PRECAST CONCRETE

DOUBLE TEES).

1

PLAN BACKGROUND EXCERPTED FROM PROJECT DRAWINGS BY RAFAEL VINOLY ARCHITECTS, PC. DATED 12/20/2000

S3.1

1S3.3

1





Consultants

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Project No.

Date

Drawn

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Scale

Sheet Title

Sheet No.



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MAC

AS NOTED

August 14, 2019

JRP/PTE

08/14/19

08/27/19

---

1

2017.8029.3

Bid Documents

Addendum 1



171 10th Street


David L. Lawrence

Convention Center



Ballroom Composite

Deck Repairs

Third Floor

Reference Plan

S3.0

N

1NOT TO SCALE

THIRD FLOOR REFERENCE PLAN

PLAN NOTES:

1. PLAN INCLUDED FOR REFERENCE OF

GENERAL AREAS OF WORK WITHIN THE

BUILDING.

2. SEE ENLARGED PLANS, REPAIR

QUANTITIES TABLE, DETAILS, AND

SPECIFICATIONS.

PLAN LEGEND:

DENOTES REPAIR AREAS.

SEE ENLARGED PLANS FOR

ADDITIONAL INFORMATION

1

1

1

1

1

NO

WORK

NO

WORK

NO

WORK

S3.1

2

W21 X 44

W12 X 35

W1

2 X

2

2

W14 X 22

W14 X 22

W14 X 22

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W12 X 35

W1

2 X

2

2

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W2

7 X

1

44

W2

7 X

8

4

W2

7 X

8

4

W2

7 X

8

4

W2

7 X

8

4

W2

7 X

8

4

W2

7 X

8

4

W3

6 X

1

35

W3

6 X

1

35

W3

6 X

1

35

W3

6 X

1

35

W14 X 22

Y12

30'-0"±

X15

Y13

Y14

Y14.3

Y14.5

Y14.6

X16X15.5

30'-0"±

30

'-0

"±

30

'-0

"±

Y11.4

28

'-3

"±

17

'-6

"±

12

'-6

"±

6'-6

"±

W21 X 44

W21 X 44

W21 X 44

W2

7 X

8

4

W3

0 X

9

0

W14 X 22

Y12.5

30

'-0

"±

Y13.5

30

'-0

"±

W2

4 X

5

5W

24

X

5

5W

24

X

5

5W

24

X

5

5W

24

X

5

5W

24

X

5

5W

24

X

5

5W

24

X

5

5

E.J.

EX

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K

EX

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Y11

Y10.5

Y10

Y10.3

W30x116

W30x116

W30x116

W30x116

W30x116

W30x116

W30x90

W30x90

W40x397

X1

5 S

TE

RN

T

RU

SS

X16X15.5

30'-0"±30'-0"±

X15

20

'-0

"±

10

'-0

"±

30

'-0

"±

Y11.6

E.J.

Y11.4

EX

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NG

CO

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. D

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KS5.0

1 SIM

S5.0

2

S5.0

2

S5.0

2

S5.0

3

S5.0

3

S5.0

3





Consultants

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Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



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s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.Pl

otte

d: 8

/27/

2019

4:4

4 PM

by

Elgi

n, P

hilli

p F

ile N

ame:

C:\W

JE W

ork\

Com

posi

te D

eck\

Bal

lroom

Bid

\201

7.80

29.3

DLL

CC

Bal

lroom

S3.

0.dw

g



AT 24x36 (INCHES)

0 1/2" 1" 2"

MAC

AS NOTED

August 14, 2019

JRP/PTE

08/14/19

08/27/19

---

1

2017.8029.3

Bid Documents

Addendum 1



171 10th Street


David L. Lawrence

Convention Center



Ballroom Composite

Deck Repairs

Base Bids 1 & 2

Third Floor Partial

Framing Plans

S3.1

S5.0

3

N

1SCALE: 3/32" = 1'-0"

PARTIAL PLAN - BASE BID 1

NOTE 3

NOTE 3

46'-11"±

(SEE NOTE 4)

50

'-0

"±

6"±

(SEE NOTE 4)

46'-11"±

(SEE NOTE 4)

30'-0"±

6"±

(SEE NOTE 4)

PLAN LEGEND

DENOTES COMPOSITE DECK REPAIR AREAS.

DENOTES APPROXIMATE LOCATIONS OF IN-SLAB

ELECTRIC SERVICE BOXES TO REMAIN WHERE

PRESENT IN REPAIR AREAS.

N

KEY PLAN

PLAN NOTES:

1. SUPPORT EXISTING WALL CONSTRUCTION OR

REMOVE AND REPLACE IN KIND AS REQUIRED TO

COMPLETE SLAB REPAIRS.

2. ALL STEEL BEAM FRAMING SHOWN IS EXISTING

(HEADED STUD QUANTITIES ARE NOT SHOWN).

VERIFY LOCATIONS IN FIELD.

3. REMOVE EXISTING CARPET TO COMPLETE

REPAIRS. SEE NOTES ON S1.0 AND COORDINATE

WITH DLLCC.

4. APPROXIMATE REPAIR LOCATIONS ARE SHOWN.

AREAS OF REPAIR ARE TO BE CONFIRMED BY

SOUNDING THE SLAB WITH EQUIPMENT LOADS,

WHICH IS TO BE COMPLETED BY THE

CONTRACTOR WITH THE ENGINEER PRESENT.

LOCATE REPAIR ENDS (PERPENDICULAR TO DECK

SPAN) OVER BEAMS - SEE DETAILS.

1

N

1

SCALE: 3/32" = 1'-0"


NOTE 1

S5.0

7

S5.0

3

S5.0

2

S5.0

2

S5.0

3

S5.0

2

MATCH WITH 1/S3.3

1

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5W

24

X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5W

24

X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5W

24

X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5W

24

X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5W

24

X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5W

24

X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

4 X

5

5

W2

1 X

4

4

W2

1 X

4

4

W2

1 X

4

4

W2

1 X

4

4

W21 X 44

W21 X 44

W27 X 84

W12 X 35

W12 X 35

W1

2 X

2

2

W1

2 X

2

2

W1

2 X

2

2

W1

2 X

2

2

W21 X 44

W21 X 44

W27 X 84

W12 X 35

W1

2 X

2

2

W1

2 X

2

2

W14 X 22

W14 X 22

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W36 X 135

W12 X 35

W1

2 X

2

2

W1

2 X

2

2

W12 X 35

W1

2 X

2

2

W1

2 X

2

2

W12 X 35

W1

2 X

2

2

W1

2 X

2

2

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W1

4 X

2

2

W1

4 X

2

2

W1

4 X

2

2

W27 X 84

W21 X 44

W21 X 44

W12 X 22

W27 X 84

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W21 X 44

W1

6 X

2

6

W1

6 X

2

6

W14 X 22

W24 X 55

W27 X 84

W2

7 X

8

4

W14 X 22

W16 X 26

W3

6 X

1

35

W1

6 X

2

6

W2

4 X

6

2

W14 X 22

W27 X 84

W21 X 44

W2

7 X

1

44

W2

7 X

1

44

W2

7 X

1

44

W2

7 X

1

44

W2

7 X

1

44

W2

7 X

1

44

W2

7 X

8

4W

27

X

8

4W

27

X

8

4W

27

X

8

4W

27

X

8

4

W2

7 X

8

4W

36

X

1

35

W3

6 X

1

35

W3

6 X

1

35

W3

0 X

9

0

W14 X 22

X12 X13 X14 X15 X16

Y12

Y13

Y14

Y14.3

Y14.5

EX

IS

IT

NG

CO

MP

. D

EC

K

EX

IS

IT

NG

CO

MP

. D

EC

K

EXISITNG

COMP. DECK

EXISITNG

COMP. DECK

EXISITNG

COMP. DECK

Y13.7

X16.5

Y12.5

W14 X 22

W14 X 22

Y11.6

X15.5

NOTE 1

NOTE 1

NOTE 1

30'-0"±

30

'-0

"±

30

'-0

"±

45

'-0

"±

15

'-0

"±

17

'-6

"±

12

'-6

"±

6'-6

"±

28

'-3

"±

30'-0"±60'-0"±60'-0"±60'-0"±

E.J.

30'-0"±

Y11.4





Consultants

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project

Client


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.Pl

otte

d: 8

/27/

2019

4:4

4 PM

by

Elgi

n, P

hilli

p F

ile N

ame:

C:\W

JE W

ork\

Com

posi

te D

eck\

Bal

lroom

Bid

\201

7.80

29.3

DLL

CC

Bal

lroom

S3.

0.dw

g



AT 24x36 (INCHES)

0 1/2" 1" 2"

MAC

AS NOTED

August 14, 2019

JRP/PTE

08/14/19

08/27/19

---

1

2017.8029.3

Bid Documents

Addendum 1



171 10th Street


David L. Lawrence

Convention Center



Ballroom Composite

Deck Repairs

Base Bid 2

Third Floor Partial

Framing Plans

S3.3

N

1

SCALE: 3/32" = 1'-0"


S5.0

3

S5.0

3

S5.0

2

S5.0

2

S5.0

2

S5.0

2

S5.0

2

S5.0

2

S5.0

3

S5.0

3

N

KEY PLAN

PLAN NOTES:

1. SUPPORT EXISTING WALL CONSTRUCTION OR

REMOVE AND REPLACE IN KIND AS REQUIRED TO

COMPLETE SLAB REPAIRS.

2. ALL STEEL BEAM FRAMING SHOWN IS EXISTING

(HEADED STUD QUANTITIES ARE NOT SHOWN).

VERIFY LOCATIONS IN FIELD.

3. REMOVE EXISTING CARPET TO COMPLETE

REPAIRS. SEE NOTES ON S1.0 AND COORDINATE

WITH DLLCC.

PLAN LEGEND

DENOTES COMPOSITE DECK REPAIR AREAS.

DENOTES APPROXIMATE LOCATIONS OF IN-SLAB

ELECTRIC SERVICE BOXES TO REMAIN WHERE

PRESENT IN REPAIR AREAS.

1

S5.0

3

S5.0

7

1

S5.0

7

S5.0

7

S5.0

2

S5.0

3

S5.0

8

MATCH WITH 2/S3.1

1 1 1

NEW REINFORCING:

(2) #6 BARS IN EACH FLUTE W/

180° ROTATED HOOK AT ENDS

NEW REINFORCING:

#3 BARS AT 1'-0" ON CENTER

REMOVE AND REPLACE

EXISTING LIGHTWEIGHT

CONCRETE. SEE PLAN FOR

EXTENTS

EXISTING METAL DECK

1'-0"

3/4

"

CLE

AR

3/4" CLEAR 3/4" CLEAR

NEW ADHESIVE ANCHOR:

#3 BAR x 12" LONG AT 1'-0" ON

CENTER, EMBEDMENT AS SHOWN

6" 6"

3"

3 1

/4

"

EXISTING NEW

3/4

"

CLE

AR

6

1

4

"

EXISTING WALL WHERE

INDICATED ON PLAN

6" 6"

EXISTING NEW

2"

EXISTING FRAMING MAY

OCCUR. SEE PLAN

NEW REINFORCING:



NEW REINFORCING:


REMOVE AND REPLACE



EXTENTS

EXISTING METAL DECK


#3 BAR x 12" LONG AT 1'-0" ON CENTER,

EMBEDMENT AS SHOWN. PLACE

BETWEEN ROTATED HOOKED BARS

EXISTING HEADED STUDS TO REMAIN

EXISTING BEAM. SEE PLAN FOR SIZE

LOCATE EX. BEAM FLANGE FROM

BELOW TO LOCATE SAWCUT

NEW REINFORCING:

(2)#6 BARS IN EACH FLUTE

W/ 180° ROTATED HOOK AT

ENDS

NEW REINFORCING:


REMOVE AND REPLACE



EXTENTS

EXISTING METAL DECK

3/4

"

CLE

AR



#3 BAR x 12" LONG AT

1'-0" ON CENTER,

EMBEDMENT AS SHOWN

3"

3 1

/4

"

3/4

"

CLE

AR

6

1

4

"

DECK LOWER FLUTE

DECK UPPER FLUTE

NEW REINFORCING:



NEW REINFORCING:

#3 BARS AT 1'-0" ON CENTER.

PLACE FIRST BAR AS SHOWN

TO SUPPORT UPPER END OF

ROTATED HOOKED BARS

4"

END OF REPAIR

EX

IS

TIN

GN

EW

6" H

OO

K


NOTE:

DECK DIRECTION IS PARALLEL TO BEAM AT 3 SIM.

COORDINATE WITH SECTION 2.

3

4

" C

LE

AR

EXTEND TOP BAR TO

EDGE OF SLAB

VARIES

V.I.F.

EXISTING DECK CLOSURE TO REMAIN

EXISTING HEADED STUDS TO REMAIN


NOTE:

REFER TO 3/S5.0 FOR INFORMATION NOT SHOWN

SUPPORT OR REMOVE AND REPLACE EXISTING

WALL CONSTRUCTION DURING REPAIRS

6" 6"

EXISTING NEW

2"

LOCATE EX. BEAM FLANGE FROM

BELOW TO LOCATE SAWCUT


#3 BAR x 12" LONG AT 1'-0" ON CENTER,

EMBEDMENT AS SHOWN. PLACE

BETWEEN ROTATED HOOKED BARS

6"

TY

PIC

AL

NEW

REINFORCING:

(2)#6 BARS IN

EACH FLUTE W/

180° ROTATED

HOOK AT ENDS

NEW

REINFORCING:

#3 BARS AT 1'-0"

ON CENTER

REMOVE AND

REPLACE EXISTING

LIGHTWEIGHT

CONCRETE. SEE

PLAN FOR EXTENTS

EXISTING

METAL DECK

3/4

"

CLE

AR


3"

3 1

/4

"


NEW REINFORCING:



REMOVE AND REPLACE



EXTENTS

EXISTING METAL DECK

NEW REINFORCING:






Consultants

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project

Client


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.Pl

otte

d: 8

/27/

2019

4:4

4 PM

by

Elgi

n, P

hilli

p F

ile N

ame:

C:\W

JE W

ork\

Com

posi

te D

eck\

Bal

lroom

Bid

\201

7.80

29.3

DLL

CC

Bal

lroom

S5.

0.dw

g



AT 24x36 (INCHES)

0 1/2" 1" 2"

MAC

AS NOTED

August 14, 2019

JRP/PTE

08/14/19

08/27/19

---

1

2017.8029.3

Bid Documents

Addendum 1



171 10th Street


David L. Lawrence

Convention Center



Ballroom Composite

Deck Repairs

Repair Details

S5.0

1

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

SECTION PERPENDICULAR TO DECK SPAN AT BEAM

2

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

SECTION PERPENDICULAR TO DECK SPAN

3

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

SECTION PARALLEL TO DECK SPAN AT BEAM

4

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

SECTION PARALLEL TO DECK SPAN AT DOUBLE-TEE

6

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

PARTIAL REINFORCING LAYOUT PLAN

5

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

SECTION PARALLEL TO DECK SPAN AT CANTILEVER

7

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

SECTION PARALLEL TO DECK SPAN AT SLAB EDGE

NOT USED

NOT USED

1

1

8

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

SECTION AT CHANGE IN DECK

1

1

David L. Lawrence Convention Center Sports & Exhibition Authority

Contract Agreement 1 Initial 8.31.16 Contractor:_____ Imanage # 49667

AGREEMENT BETWEEN OWNER AND CONTRACTOR

This AGREEMENT is made as of the __ day of ______ 20__ BETWEEN Owner: Sports & Exhibition Authority of Pittsburgh and Allegheny County 171 10th Street, 2nd Floor Pittsburgh, Pennsylvania 15222 And Contractor: Company Name Address Attention: Phone: For the following Project: David L. Lawrence Convention Center Pittsburgh, Pennsylvania Composite Deck Repair The Owner’s Representative is: N/A There is no Owner’s Representative on this Project. Where “Owner’s Representative” appears in this Agreement, read in “Owner” instead. The Owner’s Managing Agent for the Facility is: SMG 1000 Ft Duquesne Blvd Pittsburgh, PA 15222 The Engineer or Architect is: Wiss, Janney, Elstner Associates, Inc. 800 Vinial St., Suite B301 Pittsburgh, PA 15212 Owner and Contractor agree as set forth below.

ARTICLE 1 THE CONTRACT DOCUMENTS

The Contract Documents consist of this Agreement, Conditions of the Contract (General, Special, Supplementary and other Conditions), Addenda issued prior to execution of this Agreement, the Construction Documents, and other documents identified in the Contract Documents or Modifications or Amendments issued after execution of this Agreement or repeated herein. The Contract Documents represent the entire and integrated agreement between the parties hereto and supersede prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents is contained in Article 9 hereof.



ARTICLE 2 THE WORK OF THIS CONTRACT

2.1 Contractor shall provide the management, supervision, labor, materials and equipment for the

timely execution of the Work in accordance with the Contract Documents. Due to the fact Contractor is posting the Labor and Materialmen's Payment Bond for the Work to be performed, no mechanics' or materialman's lien or claim or other lien or claim of any kind whatsoever, pursuant to Section 301 of the Mechanics' Lien Law or otherwise, shall ever be filed or maintained against the Project, or any improvement thereon, by any Subcontractor or Sub-subcontractor (as such terms are defined below) for any Work done or services performed or labor or materials furnished under the Subcontract for the demolition, erection, construction, alteration or repair of any Improvements, or for any other debts due to any Subcontractor or Sub-subcontractor or any other claimant acting by, through or under any such parties arising out of the performance of this Contract.

2.2 Definitions:

"Subcontractor" means one who by contract with the contractor, (each a "Subcontract"), express or implied, erects, constructs, alters or repairs an improvement or any part thereof; or furnishes labor, skill or superintendence thereto; or supplies or hauls materials, fixtures, machinery or equipment reasonably necessary for and actually used, or any or all of the foregoing, whether as superintendent, builder or materialmen.

"Sub-subcontractor" means one who by contract with a Subcontractor (each, a "Sub-subcontract"), express or implied, erects, constructs, alters or repairs an improvement or any part thereof; or furnishes labor, skill or superintendence thereto; or supplies or hauls materials, fixtures, machinery or equipment reasonably necessary for and actually used, or any or all of the foregoing, whether as superintendent, builder or materialmen.

2.3 Contractor agrees that all Subcontracts entered into by Contractor shall (i) contain a provision

requiring the Subcontractor to execute and deliver to Contractor a Waiver of Liens within ten (10) days of the execution of the Subcontract, or prior to the commencement of any Work by the Subcontractor, whichever is earlier, and all other waivers/releases, including but not limited to any and all conditional and unconditional lien waivers, as requested by Contractor or Owner; (ii) contain a provision stating that in the event the Subcontractor obtains a lien, whether under the mechanics' lien laws or otherwise, against the property or improvements of the Owner, the Subcontractor agrees that any such lien shall be subordinate to the lien, right, title and terms of any loan, lien right or interest of any lender utilized by Owner in connection with the any and all financing Owner may procure and that such subordination shall be self-operative and effective without execution and delivery of any further instrument but agrees to execute and deliver such other documents, in form and substance satisfactory to the Owner's lender, in order to implement and confirm such subordination; and (iii) contain a provision whereby the Subcontractor agrees to insert provisions (i) and (ii) above in Sub-subcontracts with all Sub-subcontractors.

2.4 Contractor agrees to keep an updated a list of all Subcontractors and Sub-subcontractors and

agrees to provide Owner’s Representative a copy of such list upon request.

ARTICLE 3 TIME OF COMMENCEMENT AND COMPLETION

3.1 The date of commencement shall be the date made effective by a Notice to Proceed issued by

Owner.

3.2 Unless otherwise instructed by Owner, Contractor shall begin the Work within thirty days of the effective date of the Notice to Proceed and complete the Work to the satisfaction and approval, in every respect, of Owner in accordance with the specific dates and schedules and subject to the terms and conditions set forth in the Contract Documents.



3.3 TIME IS OF THE ESSENCE for the Project and this Agreement. Project construction must begin on November 18, 2019 and must be completed by February 14, 2020. If Project construction is not completed by February 14, 2020 then Contractor will be assessed liquidated damages as follows:

3.3.1 If not completed by 11:59 PM EST on February 14, 2020 - $10,000 liquidated damages;



3.3.4 If not completed by 11:59 PM EST on February 17, 2020 until date of completion - $30,000 liquidated damages, per day from February 17, 2020 until date of completion.

3.3.5 Liquidated damages will be assessed per calendar day, cumulatively, until the date of completion of Project construction. Total of liquidated damages will be deducted from Contractor’s final payment and, if necessary, recovered in any other manner permitted under Pennsylvania law.

3.4 This Agreement may be terminated as provided in the General Conditions.

ARTICLE 4 CONTRACT SUM

4.1 Owner shall pay Contractor in current funds for Contractor’s satisfactory performance of the

Contract the Contract Sum of ______________ ($_______), subject to additions and deductions as provided in the Contract Documents.

4.2 The Contract Sum is based upon the alternates identified in Appendix A, if any, which are described more fully in the Contract Documents and are hereby accepted by Owner. Allowances and Unit prices, if any, that are included in the Contract Sum are identified in Appendix B.

4.3 The Contract Sum includes all Federal, State, County, Municipal and other taxes imposed by law and based upon labor, services, materials, equipment or other items acquired, performed, furnished or used for and in connection with the Work, including but not limited to sales, use and personal property taxes payable by or levied or assessed against Owner or Contractor.

ARTICLE 5 PROGRESS PAYMENTS

5.1 Based upon Applications for Payment submitted by Contractor to the Owner’s Representative,

and upon Project Applications and Certificates for Payment issued by the Owner’s Representative and Architect, Owner shall make progress payments on account of the Contract Sum to Contractor as provided below and elsewhere in the Contract Documents. All payment requests must be approved by and recommended for payment by Owner’s Representative and Owner’s Managing Agent for the Facility.

5.2 Each Application for Payment shall include, among other things, a certification by the Contractor that states that the Contractor has collected and is in possession of all Conditional and Unconditional Waivers of Liens and Releases from all Subcontractors and Sub-subcontractors and a representation that the Contractor has (a) obtained and timely filed all Waivers of Liens from Subcontractors and (b) obtained from each Subcontractor and is maintaining original Waivers of Liens duly executed by all Sub-subcontractors. Contractor further agrees, that upon request by Owner’s Representative, to deliver executed copies of all such Waivers of Liens and Conditional and Unconditional Waivers of Liens and Releases.

5.3 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. Provided an Application for Payment is submitted to the Owner’s Representative not later than the 5th day of a month, Owner shall make payment to Contractor no later than the 15th day of the following month.

5.4 The first Application for Payment submitted by Contractor to the Owner’s Representative shall include fully executed originals of the "Conditional Waiver of Liens and Release," in the form



attached, as executed by the Contractor, and as executed by each Subcontractor and Sub-subcontractor that is to receive payment pursuant to the Application for Payment. Contractor agrees that Owner has no obligation to make payment until Owner has received all such fully executed originals, and has the right to withhold payment on any Application for Payment, and/or on Final Payment, in whole or in part, until such time as Contractor provides all such fully executed originals.

Each subsequent Application for Payment submitted by Contractor to the Owner’s Representative shall include (a) fully executed originals of the "Unconditional Waiver of Liens and Release" in the form attached, as executed by Contractor, and as executed by each Subcontractor and Sub-subcontractor that was to receive payment pursuant to the prior Application for Payment, and (b) current and fully executed originals of the "Conditional Waiver of Liens and Release" in the form attached, as executed by the Contractor, and as executed by each Subcontractor and Sub-subcontractor that is to receive payment pursuant to the current Application for Payment. Contractor agrees that Owner has no obligation to make payment until Owner has received all such fully executed originals, and has the right to withhold payment on any Application for Payment, and/or on Final Payment, in whole or in part, until such time as Contractor provides all such fully executed originals.

In addition, Contractor shall, upon request by Owner’s Representative, verify in a Contractor's Payment Affidavit, in the form attached hereto, that all labor and materials furnished by Contractor for the Work, including all applicable taxes, have been paid by Contractor up to Contractor's preceding Application for Payment. Contractor shall also furnish, as a further condition to receipt of any amounts requested in an Application for Payment, any and all other documents and information with regard to such Application for Payment as Owner may request and in such form as Owner requires.

Failure to provide any of the foregoing documentation or waivers, including without limitation copies of the timely-filed Waivers of Liens for all Subcontractors and Sub-subcontractors, and the originals of all Conditional and Unconditional waivers from Contractor and all Subcontractors and Sub-subcontractors, is a material breach of this Contract and Owner may withhold payment on any progress payment, and/or on Final Payment, in whole or in part, until receipt of the same. Contractor agrees to maintain copies of all such foregoing documentation, waivers and releases. Owner shall have the right to inspect all such documentation, waivers and releases and Contractor shall provide Owner with copies of the same upon Owner's request.

5.5 Each Application for Payment shall be based upon the Schedule of Values submitted by Contractor in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Owner’s Representative or Architect may require. This schedule, unless objected to by the Owner’s Representative, Owner’s Managing Agent for the Facility or Architect, shall be used as a basis for reviewing Contractor’s Applications for Payment.

5.6 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment.

5.7 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows:

5.7.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less applicable retainage. Pending final determination of cost to Owner of Changes in the Work, amounts not in dispute may be included as provided in the General Conditions;

5.7.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if



approved in advance by Owner, suitably stored off the site at a location agreed upon in writing), less applicable retainage;

5.7.3 Subtract the aggregate of previous payments made by Owner; and

5.7.4 Subtract amounts, if any, for which the Owner’s Representative, Owner’s Managing Agent for the Facility or Architect has withheld or nullified an approval of payment as provided in the General Conditions.

5.8 From each progress payment, 10% will be deducted and retained by Owner, and the remainder will be paid to Contractor. After 50% of Contractor’s Work at the Work Site is completed, upon request of Contractor and at sole discretion of Owner and Owner’s Managing Agent for the Facility, deductions may be made on the remaining progress payments at the rate of 0% with the qualifications listed in Article 42 of the General Conditions.

ARTICLE 6 FINAL PAYMENT

6.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by

Owner to Contractor when (1) the Contract has been fully performed by Contractor to the satisfaction of Owner, except for other requirements, if any, which necessarily survive final payment; and (2) Contractor, in exchange for final payment, personally delivers a final Application for Payment to Owner, which shall include a fully executed original of the Unconditional Waiver of Liens and Release for Final Payment in the form attached hereto as executed by Contractor, and fully executed originals of the Conditional Waiver of Liens and Release for Final Payment in the form attached as executed by each Subcontractor and each Sub-subcontractor to receive payment thereunder; and (3) a final Application for Payment and all of its attachments have been approved by and recommended for payment by the Owner’s Representative, Owner’s Managing Agent for the Facility, Architect and accepted by Owner. Final payment shall be made by Owner not more than 45 days after the approval of the Application for Payment and its attachments. Failure to provide any of the foregoing lien waivers is a material breach of this Contract and Owner may withhold Final Payment, in whole or in part, until receipt of the same. Upon final payment to Contractor, Contractor shall, within 30 days of final payment, obtain and deliver fully executed originals of the Unconditional Waivers of Liens and Releases for Final Payment as executed by all Subcontractors and Sub-subcontractors that received payment from the final payment. In the alternative to any of the foregoing, the procedures for final payment shall be determined by Owner, in Owner's sole discretion, in any other manner permitted under Pennsylvania law.

ARTICLE 7 NO LIENS

7.1 Contractor agrees, in connection with the Labor and Materialmen's Payment Bond, to (i) execute and file, or authorize Owner to file in the Prothonotary's Office of Allegheny County, a Waiver of Liens (Prime Contractor-Bonded Job) in the form attached hereto; and (ii) obtain and file in the Prothonotary's Office of Allegheny County, at no cost to Owner, Waivers of Liens in the form attached hereto, from all Subcontractors within ten (10) days of the execution of the applicable Subcontract, or before such Subcontractor commences work on the Project, whichever is earlier. Within three (3) days of filing the Subcontractors' Waivers of Liens in the Prothonotary's Office, Contractor shall deliver to Owner’s Representative copies of the filed and fully executed Waivers of Liens from each Subcontractor. Contractor agrees to collect from each Subcontractor all original Waivers of Liens duly executed by Sub-subcontractors and shall deliver the same to Owner upon demand.

7.2 Contractor will not at any time suffer or permit any lien, attachment or other encumbrance to be placed upon or remain upon the building, premises or real estate into or upon which any work is done or materials are furnished under the Contract Documents. Until it is removed, any such lien,



attachment, or other encumbrance or claims of any third party shall entitle Owner to withhold payment otherwise owing under or by virtue of this Contract in an amount equal to two times the amount of such lien, attachment, encumbrance or claim, and in the event that same is not removed, Owner may remove the same at the expense, including legal fees, of Contractor.

7.3 Notwithstanding anything contained herein to the contrary, Contractor may not receive any payment on account of Work performed by a Subcontractor or Sub-subcontractor, unless it has provided to Owner a duly executed and filed Waiver of Liens from such Subcontractors and Sub-subcontractors as required herein as well as any other waivers/releases, including but not limited to Conditional and Unconditional Waivers of Liens and Releases, from such Subcontractors or Sub-subcontractors, as may be requested by Owner.

7.4 Notwithstanding anything contained herein to the contrary, Contractor agrees to defend,

indemnify and hold harmless the Indemnitees, as defined in the General Conditions, from any all claims, lawsuits, demands and causes of action by any Subcontractor, Sub-subcontractor, supplier, vendor, materialmen, or labor supplier in sub-tier Subcontractors of Contractor on the Project. This indemnity applies to all costs or expenses incurred by the Indemnitees, including all reasonable attorneys' fees; and that it has no knowledge of any facts tending to support or give rise to any bona fide right to file or threaten the filing of any lien claim or lien against the Project or Premises. This indemnification obligation includes, without limitation, the obligation to zealously pursue the defeat of any lien claim as filed or threatened, and the removal of any lien asserted against the Property or the Improvements, where such threatened or filed lien claim and/or lien is in contravention of this Contract. This undertaking will be made entirely at Contractor's sole cost and expense, and the Owner's only obligation shall be to reasonably cooperate and provide any information required for fulfillment of this obligation.

7.5 In the event the Contractor obtains a lien against the property or the improvements comprising

the Project, whether under the mechanics' lien laws or otherwise, the undersigned agrees that any such lien shall be subordinate to the lien, right, title and terms of any loan, lien right or interest of any lender utilized by Owner in connection with the any and all financing Owner may procure. Such subordination shall be self-operative and effective without execution and delivery of any further instrument. Notwithstanding the foregoing, the undersigned agrees to execute and deliver such other documents, in form and substance satisfactory to the Owner's lender, in order to implement and confirm such subordination.

ARTICLE 8

MISCELLANEOUS 8.1 This Agreement shall be interpreted in accordance with the laws of the Commonwealth of

Pennsylvania. Terms that are capitalized in this Agreement shall have the meanings identified in the General Conditions or other applicable Contract Documents.

ARTICLE 9

ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents consist of the following items: The Contract Documents consist of documents identified in Article 1, to include the following: Notice to Bidders Instructions to Bidders Bid Proposal Form Bid Bond Non-Collusion Affidavit of Prime Bidders Project Labor Stabilization Agreement and Letter of Assent



Public Works Employment Verification Form (from Contractor and Subcontractors) Performance & Labor and Material Bonds General Conditions Insurance Requirements Worksheet MBE/WBE/EEO Participation Policy Prevailing Minimum Wage Determination Waiver of Liens Application and Certification of Payment (PAA 002) (Invoice form) Trade Contractor Breakdown PAA 003) (Invoice form) MBE/WBE Exhibit C: Monthly Utilization Plan(Invoice form) Contractor’s Payment Affidavit (Invoice form) Conditional and Unconditional Waiver of Liens (Invoice form) Conditional and Unconditional Waiver of Liens for Final Payment(Invoice form) Construction Documents and drawings Technical Specifications Steel Products Procurement Act Workforce Information Form or Workforce Utilization Program CONTRACTOR FEDERAL ID NO. ______________________ CONTRACTOR CITY OF PITTSBURGH TAX ID NO. _____________________ IN WITNESS WHEREOF, the parties hereto have executed this Contract the day and year aforesaid written. SPORTS & EXHIBITION AUTHORITY OF PITTSBURGH AND ALLEGHENY COUNTY By:_______________________________ Witness:______________________________ Name: Mary K. Conturo Title: Executive Director Contractor (Corporation or Limited Liability Company) By:_______________________________ Witness:______________________________ Name: Title:



APPENDIX A

ALTERNATES

ALTERNATES INCLUDED IN CONTRACT SUM ALTERNATES NOT INCLUDED IN CONTRACT SUM



APPENDIX B

ALLOWANCES AND UNIT PRICES INCLUDED IN CONTRACT SUM



APPENDIX C

ADDITIONAL PROVISIONS

1. The Scope of Work of this Agreement is per the following documents:

a. Project Manual for Composite Deck Repair, dated August 15, 2019 b. Technical Manual for Composite Deck Repair by Wiss, Janney, Elstner Associates, Inc.,

dated August 15, 2019 c. Additional drawings or documents, if applicable

Addendum #1- DLCC Composite Deck Repair18.repair locations and type are shown on these drawings in...

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