date: reference: december 22, 2011 usf...

Skanska USA Building Inc. 4030 West Boy Scout Blvd, Suite 200 Tampa, Fl 33607 Phone 813-282-7100 Fax 813-433-7148

Web www.skanska.com

Dear Dr. Murray:

Skanska USA Building Inc. has prepared a Guaranteed Maximum Price for the above referenced

project. The results of our efforts are enclosed.

Included for your review and consideration are the following:

Section One - 50% GMP Proposal Summary

Section Two - Basis of Proposal

Appendix One – Document Log

Appendix Two – Project Schedules

Appendix Three – Site Logistics Plans

Please review the information provided and contact us at your earliest convenience to arrange a

meeting to review the contents of this proposal.

Best regards,

Fred Hames

Executive Vice President/General Manager

cc: John White, USF - Polytechnic

Chuck Jablon, Skanska USA Building

Date: Reference:

December 22, 2011 USF Polytechnic Building 555 – Innovation Science and Technology

Building – Lakeland, Florida

GMP Proposal – 50% Construction Documents

University of South Florida – Polytechnic

3433 Winter Lake Road

Lakeland, Florida 33803-9764

Table of Contents

USF Polytechnic Building 555 – Innovation Science and Technology GMP Proposal – 50% Construction Documents Lakeland, Florida December 22, 2011

Executive Summary

Cost Summary

Introduction

Cost Basis of GMP

Contingency

Coordination with other Contractors

Start of Work

General Qualifications

Package Specific Assumptions and Clarifications



o Part 1 Site Schedule: Site Mass Clearing, Grading, Force Main &

Potable Water

o Part 2 Site Schedule: Site Infrastructure

o Part 3 Site Schedule: Hardscape/Paving, Irrigation and Landscaping

o Building 555 Core, Shell & Envelope Schedule

o Building 555 Interior Buildout, Rough-in & Finishes Schedule


o Part 1

o Part 2

Project Name GMP Proposal

Client Name Location, North Carolina

Month, Year

Section One – GMP Proposal Summary


This Guaranteed Maximum Price (GMP) Proposal is based upon the documents prepared by Santiago Calatrava

/ Festina Lente LLP is association with Alfonso Architects, and their consultants as well as other documents

prepared by University of South Florida – Polytechnic, which are itemized in the Document List of this

proposal. Further project scope definition has been developed by Skanska USA Building Inc., and various

assumptions that are attached to this proposal.

From this data, which is summarized in the “Basis of GMP” section of this proposal, and our current

understanding of the schedule and logistics issues involved with the project, we hereby propose a price of Fifty

Nine Million, Nine Hundred Ninety One Thousand, Nine Hundred Thirty Eight Dollars and 00/100

($59,991,938.00) to complete this project.

This proposal incorporates the value of all construction work purchased as of this date and reflects the decision

on scope and quality as they have been decided by the client and A/E team. This proposal also incorporates

approved Preconstruction Cost Events [PCE’s].

Both the detailed GMP cost estimate and project schedule are presented later in this document.

We have developed and enclosed a Project Schedule, which indicates the agreed upon schedule objectives for

the project.

GMP Approval 03/16/2012

Bldg. 555 Notice to Proceed 03/19/2012

Central Utility Plant Completion (by others) 06/02/2013

Initial Owner Occupancy 04/21/2014

Skanska USA Building Inc. recommends that the attached documents be carefully reviewed; questions and

comments be referred back to us for resolution; and the overall project be approved for further progress.

SKANSKA USA BUILDING INC.

PROJECT: USF Polytechnic Building 555 – Innovation Science and Technology

EST. TYPE: GMP Proposal – 50% Construction Documents

DATE: December 22, 2011

00 Survey/Layout 175,000$

01A Soil and Concrete Testing 70,000$

01B Commissioning 38,000$

01C Testing and Balancing 32,500$

01D Weekly Cleanup, Trash Removal, Final Cleaning 364,000$

01E Field Toilets 52,000$

02A Sitework for Building 555 345,000$

02B Vibro-Replacement Stone Columns 615,000$

03A Structural Concrete 8,070,000$

03B Concrete Fascias (Deleted in lieu of Metal Panel Facia Systems) -$

04A Masonry 140,000$

05A Cupola Steel and Miscellaneous Steel 4,625,000$

05B Aluminum Pergola, Aluminum Rails and Miscellaneous Aluminum 5,660,000$

05C Handrails - Glass and Decorative Stainless Steel 565,000$

05D Metal Panel Fascia Systems 850,000$

06A Architectural Woodwork and Millwork 700,000$

07A Waterproofing 75,000$

07B Fluid Applied Roofing 1,400,000$

08A Doors/Frames/Hardware 743,000$

08B 1st and 2nd Floor Interior and Exterior Glazing Systems 1,880,000$

08C Sloped Glazing and Skylight Systems 1,990,000$

09A Metal Studs, Drywall and Stucco 1,534,428$

09B Acoustical Ceilings and Sound Panels 385,271$

09C Hard Tile 140,000$

09D Carpet and Vinyl 90,000$

09E Polished Concrete Floors 390,000$

09F Resinous Flooring 50,000$

09G Access Flooring 40,000$

09H Painting & Coatings 325,000$

10A Visual Display Surfaces 56,926$

10B Toilet Compartments and Accessories 80,000$

10C Building Signage 40,000$

10D Operable Partitions 57,000$

10E Fire Extinguishers and Cabinets 6,000$

10F Wire Mesh Partitions 6,000$

10G Sliding Metal Fire Doors 50,000$

SCHEDULE OF VALUES

Cost Item NO. DESCRIPTION Cost

12A Window Treatment 60,000$

12B Laboratory Casework 575,000$

12C Entrance Mats 10,000$

13A Operable Louver Structural and Metal Panels 5,500,000$

14A Elevators 180,000$

21A Fire Protection System 275,000$

22A Plumbing 950,000$

23A HVAC 3,700,000$

26A Electrical 3,109,200$

27A Technology 2,750,000$

A TOTAL ALL COST ITEMS $ 48,749,325

B Builders Risk Insurance LS 448,507$

C Building Permit Costs LS 207,000$

D General Conditions LS 3,295,366$

E Owner Contingency 0% -$

F CM Contingency 6% 2,924,960$

G Subcontractor Bond/Sub Guard 1.35% 697,603$

H General Liability Insurance 1.15% 689,907$

I Payment & Performance Bond 0.95% 569,923$

J TOTAL COST OF WORK (A+B+C+D+E+F+G+H+I) 57,582,591$

K CM Fee 2.50% 1,439,565$

L Corporate Overhead Fee 1.25% 719,782$

M Flood & Wind Damage Deductible (Allowance) LS 250,000$

N TOTAL PROPOSED DESIGN DELIVERABLE (K+L+M) 59,991,938$

Section Two – Basis of Proposal USF Polytechnic Building 555 – Innovation Science and Technology GMP Proposal – 50% Construction Documents Lakeland, Florida December 22, 2011

This section of Guaranteed Maximum Price (GMP) Proposal describes exclusions, assumptions, and

clarifications.

For those items that are identified as excluded, no cost or time has been accounted for in the GMP Proposal to

address the issue. For those items that are clarified, qualified or based on an assumption, the GMP proposal

reflects only the cost and time of the element as assumed or clarified.

Any differences to the following exclusions, clarifications and/or assumptions will result in a change to the

GMP and the Project Schedule.

Skanska USA’s Guaranteed Maximum Price (GMP) Proposal is based upon the following:

1. Drawings, Specifications, and Addendums (1-3) and other attachments per the Document Log

(Appendix One).

2. Skanska USA’s Project Schedules (Appendix Two)

3. Site Logistics Plans (Appendix Three)

4. Mutually agreed upon Cost Saving Items (see project specific assumptions and qualifications)

5. Exclusions, Qualifications, and Assumptions as noted in this section

6. The executed Project CM Agreement

Changes or revisions to the foregoing information will result in a modification to the GMP price and require

modifications to the Project Schedule. Documents, communications and information not included in the

foregoing list, including for instance, any Third Party agreements are not accounted for in the GMP Proposal.

As such, the Owner must carefully review all of the criteria used to develop this GMP Proposal and request any

revisions to the same, so that a modified GMP Proposal can be prepared.

The GMP estimate includes contingencies including:

A. Construction Contingency:

The Construction Contingency shall be available to the Construction Manager exclusively to provide funds to

address items such as, by way of example: work items inadvertently omitted during the estimating and bidding

process, schedule recovery costs associated with weather and other causes of delay that are not otherwise

compensable, interfacing omissions between and from the various categories of work, additional costs incurred

due to the withdrawal or disqualification of a subcontractor bid forming the basis for the GMP prior to

execution of a written subcontract, general conditions over-runs where the cause of the over-run is not a Change

to the Agreement or otherwise not caused or contributed to by the Owner, Architect or their separate contractors

or consultants, costs associated with subcontractor default, cost increases due to unanticipated local labor and

material market conditions, selective overtime, or the like. Construction Contingency is not intended to provide

for costs associated with Owner Changes, unknown, or unrevealed physical conditions of the site or adjacent

areas or other items for which the Construction Manager may be entitled to a Change Order in accordance with

the Agreement.

The Construction Contingency is not intended to provide for changes to the scope of work, Owner required

acceleration / compression of the schedule, the correction of design errors and omissions, nor revisions to the

Work due to design errors considered within the design professional’s standard of care.

These contingencies are be applied at the sole discretion of Skanska USA and reported to University of South

Florida - Polytechnic as part of the Construction Manager’s cost reporting activities. Contingencies shall be

available to the Construction Manager for any costs reasonably required to perform or manage the Work. In the

event that actual prices exceed estimated prices, contingency funds will be allocated to the specific cost item.

When a given cost item’s actual price is less than the estimated amount, the difference will be assigned to the

contingency account. Construction Contingency will be 4% at 100% CDs.

It has been agreed upon that the saving from the Owner Direct Purchase Order program will be included as a

line item in the GMP for the Owner’s use. No other Owner Scope Growth, Project Contingency) nor any other

Owner Contingency has been included in the GMP Proposal.

This GMP is based on the assumption that the Owner’s architect, its contractors and all other parties performing

work at the Project site NOT under direct contract with Skanska USA will:

1. Comply with Skanska USA’s site specific safety program and maintain an injury free environment.

2. Perform work according to Skanska USA’s project schedule, and achieve system and area completion

dates according to that schedule

3. Perform work so as to not impact Skanska USA’s ability to perform its work in accordance with its

project logistics plan

4. Perform work so as to not impact Skanska USA’s ability to maintain or accelerate its project schedule

5. Provide detailed schedule, logistics, and technical information, when and as requested by Skanska USA

so as to enable Skanska USA to maintain or accelerate elements of its schedule so as to maintain its

overall schedule and achieve necessary milestone completion dates.

Due to present economic market conditions on the cost of good and services, if Owner does not accept this

proposal within 90 days (on or before 3/16/2012), Skanska USA reserves the right to adjust the GMP based on

market conditions in effect at the time of final acceptance.

The GMP Proposal and Project Schedule assumes a notice to proceed (with all conditions precedent met) to be

issued on 3/19/2012 (“Notice to Proceed Date”) and that Substantial Completion will be achieved by or before

3/21/2014 as may be modified in accordance with the Agreement, providing the Owner furnishes Skanska all

necessary design documentation for the: (i) Civil Package by 01/27/2012 (ii) the Structural and Building

Envelope Package by 01/27/2012 and (iii) the Final Package for Remaining Scopes by 01/27/2012 and further

providing all applicable permits have been obtained to allow Construction Manager to commence work upon

receipt of the Notice to Proceed. Current subcontractor bids and accepted proposals reflect an anticipated start

date in accordance with the time periods set forth in this proposal. Any delay in the issuance of the Notice to

Proceed Date will result in an increase to the GMP and impact the Project Schedule.

1. The only price guarantee within this GMP Proposal is that of the proposed GMP Amount. There are no

individual line item guarantees within the GMP. Individual line item savings within the GMP shall be

addressed in accordance with the Agreement.

2. We included commissioning services as shown on the GMP proposal.

3. Upon completion of the final design, Skanska will develop a set of Assumptions and Qualifications,

which specifically address the scope that will be constructed for the GMP. Once the Owner reviews and

approves the Construction Manager’s Assumptions and Qualifications, as may be modified by mutual

agreement, the approved Assumptions and Qualifications will be incorporated into the Agreement

through a GMP Amendment. In the event Skanska and Owner cannot agree upon acceptable

Assumptions and Qualifications, the Agreement can be terminated in accordance with its terms and

Skanska shall recover all uncompensated pre-construction and construction costs incurred prior to the

termination.

4. Skanska and Owner recognize that the design scope for the Project is not completely defined and

developed at this time, and as such, the GMP set forth in this GMP Amendment No. 1 is a design to

budget GMP. Accordingly, Skanska and Owner understand that the final design scope will be

developed consistent with the GMP in accordance with the pre-construction process set forth in the

Agreement. The Construction Team will continue to define and develop the scope and Owner

acknowledges and agrees that it will take all necessary steps to ensure that the design scope as finally

defined and developed will not exceed the GMP. This includes, but is not limited to, ensuring that

Santiago Calatrava / Festina Lente LLP and its design team members will develop a scope that is

consistent with the GMP. If any scope causes the GMP to be exceeded, the Owner will direct Santiago

Calatrava / Festina Lente LLP to modify the scope to bring it within the GMP. It is understood that

since the documents are not yet complete, the Owner, Architect and Skanska will work together to

monitor completion of the design, in accordance with the intent and scope of the documents that form

the basis of the GMP. Should an increase in the GMP be indicated due to deviations from such intent

and scope during document completion, Skanska will recommend possible economies in order to

protect the GMP from increasing. If these economies are not accepted, the GMP shall be increased to

cover the increased cost and the associated General Conditions, Insurances, Bonds and Fee.

5. The GMP Proposal assumes unfettered, legal access to the Project Site at all times. The GMP Proposal

does not anticipate any stoppage or interruption of Work as a result of present University of South

Florida – Polytechnic operations or other Site restrictions or interferences.

6. The only spare parts, maintenance training and manufacture service support included in the GMP

Proposal is that which is specified by the Technical Construction Specifications.

7. The GMP Proposal description for an item will take precedence over conflicting information in the

plans, specifications or other contract documents.

8. All costs associated with moving/relocation and start-up of any furniture and equipment from other sites

are excluded.

9. Public Agency reviews or approvals and associated fees are excluded with the exception of Building

Permit Fees described in Item 10.

10. A fee of $207,000 in accordance with the University of South Florida permit fee schedule has been

included in this GMP for the building permit. No other permits or fees have been accounted for.

11. All Work associated with hazardous materials including, but not limited to asbestos, lead,

petrochemicals, arsenic (beyond what has been explicitly identified on the design documents), or any

other hazardous material abatement, handling and/or remediation is excluded.

12. All sales tax on material and labor is included.

13. Performance/Aesthetic Mock ups and prototypes that will not be incorporated into the permanent Work

are included per the Specifications and scopes of work.

14. Off site improvements and charges for same have not been included.

15. All Owner Supplied materials and equipment not shown on the Contract Documents as Contractor

installed are excluded.

16. All extended warranties included in the specifications, including the material/labor warranties, shall be

assigned to Owner following the Construction Manager’s one year repair/replacement obligation under

the Contract. Thereafter, the Construction Manager shall only be responsible for assisting reasonably

the Owner in enforcing those warranties provided by the manufacturers, suppliers and subcontractors.

17. Unless specifically mentioned to the contrary in this GMP Proposal, the removal of Rock or unsuitable

soils is excluded from this estimate.

18. Where Contact Documents require that design information be provided by the Construction Manager,

Design information (including calculations and certifications) will be provided by specialized trade

subcontractors. The Construction Manager relies on the trade contractor’s in so doing. The Guaranteed

Maximum Price does not include any costs and expenses to conduct an independent review of such

design information, and does not include costs and expenses resulting from any deficiencies or

inaccuracies in these calculations or certifications. The Construction Manager submits the engineered

design information to the design team for final approval.

19. Skanska assumes that all Contract Documents are in accordance with applicable laws, statutes,

ordinances, building codes, ADA requirements, rules and regulations and has provided this GMP based

on the Contract Documents provided.

The following definition represents the basis of our estimate, and serves as the GMP for the project. The

estimated costs were developed based upon the project documents listed in Section Six and schedule data

described elsewhere in this report, and the assumptions, clarifications and design criteria presented under this

section.

The revisions indicated below are all items mutually agreed upon between Skanska and the Calatrava design

team to be included in the 100% Construction Documents. The cost implications of the noted items have been

accounted for in the 50% GMP.

Bid Package - 03A: Structural Concrete

1. Skanska has provided the specified 15-mil vapor retarder for the building slab of grade and assumes that

this product is adequate and meets any and all requirements for any potential radon requirements for this

zoned area.

1. The 100% CDs are to be revised to simplify the cast in place concrete structure at the building entry

portal structures by way of eliminating the third portal rib opening as shown on the “2011-12-22

Revised Progress Set.”

2. The 100% design is to eliminate epoxy coated rebar requirements at the exterior perimeter retaining

wall. The design team has also agreed to eliminate the lenton couplers for reinforcing steel in its

entirety.

3. In the 100% CDs, the Aula Magna Room concrete is to be simplified in accordance with the “2011-12-

22 Revised Progress Set” including, but not limited to the elimination of the center concrete steps in lieu

of adding a walkway and exit doors (relocated from behind the speaker), the elimination of the sitting

area and cutback stairs at the top of the Aula Magna Room, the reduction of handrail requirements due

to the redesign and the overall simplification and reduction of the concrete in the Aula Magna Room.

4. The simplification and redesign of the four sets of egress stairs to run straight in the building with no

ninety degree turns to split the stairs at the second level as shown on the “2011-12-22 Revised Progress

Set” stair redesign, the ceiling above the stairs has also been eliminated to leave the stairs open to the

elements. In addition, the waterproofing provisions have also been reduced due to the smaller area of

stairs shown over occupied space. Last, the precast treads have been eliminated in lieu of cast-in-place

stairs.

5. The reduction and redesign of the entry stairs at the north and south ends of the building to make each

set of stairs narrower in width to reduce the amount of concrete needed as shown on the “2011-12-22

Revised Progress Set.”

6. The 100% documents are to eliminate the concrete plaza benches.

7. The water retention vaults are to be simplified and reduced due to the egress stair redesign to align with

the “2011-12-22 Revised Progress Set.”

8. A ¾” industry standard chamfer is to be incorporated into all exposed concrete design in lieu of the 2”

radius edges shown on the current design.

9. In lieu of architectural uniform-colored exposed concrete, all exposed concrete is now to be painted;

therefore the need for uniformity in color and the strict requirements for joint locations has been

simplified.

10. All stair nosing and/or tread inserts are to be excluded from all final cast in place stair designs.

11. The final design is to include a concrete curb at all wall conditions where there is a requirement for

recessed base.

Bid Package - 03A: Cast-In-Place Concrete Fascias

1. The three continuous concrete fascias are to be eliminated in the 100% CDs and are to be replaced with

metal fascias as indicated in the New Bid Package 05D – Metal Panel Fascia Systems and the “2011-12-

22 Revised Progress Set.”

Bid Package - 05A: Cupola Steel and Miscellaneous Steel

1. The cupola steel ribs are to be simplified from the current trapezoidal boxed steel section with the

requirement for grinded welds to the new design with the extended steel tabs which will not require the

grinding of hidden welds per proposed sketch INT-00025.

2. The 100% design is to revise the structural documents to eliminate the expansion joint detail at the

second level slab and column/beam connections, including all embeds, bearing plates, etc.

3. At the sixteen (16) intake louvers as detailed on 3/A6.03, the final design is to remove the steel tubing

and angle steel shown and to be replaced with a C.I.P. concrete structure to accept the louvers.

4. The stainless steel cupola grating to be detailed as aluminum in the final design. In addition, the size is

to be reduced to 3’-0” wide on each side.

5. At the terraces, aluminum grating is to be incorporated into the design in lieu of stainless steel grating.

Bid Package – 05C: Handrails – Glass and Decorative Stainless Steel

1. The final design is to add an aluminum 1.5” diameter guardrail (1/2” thick) that is 360 degrees around

the perimeter of the terrace due to the elimination of the concrete fascias.

Bid Package – 05D: Metal Panel Fascia Systems

2. The three continuous concrete fascias as shown on the 50% CD design are to be eliminated in the 100%

CDs and metal panel fascias systems are to be added as indicated on the “2011-12-22 Revised Progress

Set.”

3. This GMP price includes the use of engineered light gauge structural stud framing with a tube steel

header as shown on the “2011-12-22 Revised Progress Set.”

4. A complete metal panel fascia system has been accounted for in this GMP; however the final building

design is to include specifications and details for all components of the new metal fascia panel system.

Bid Package – 06A: Architectural Woodwork and Millwork

1. This GMP does not reflect any additional woodwork or millwork as shown on the “2011-12-22 Revised

Progress Set.”

Bid Package – 07A: Waterproofing

1. The concrete fascia systems have been eliminated; therefore there is no longer a requirement for

Specifications 072713 – Modified Bituminous Sheet Air Barrier and 072726 – Fluid-Applied Membrane

Air Barriers.

Bid Package – 08A: Doors, Frames and Hardware

1. The final design is to incorporate a simplified classroom door and frame design as shown on the “2011-

12-22 Revised Progress Set.”

Bid Package – 08B: 1st and 2

nd Floor Interior and Exterior Glazing Systems

1. With the revisions and simplifications of the four sets of egress stairs, there is no longer a need for four

(4) sets of glass double doors and hardware at these first level stair locations as shown on the “2011-12-

22 Revised Progress Set.”

2. The glazing entries are to be simplified and squared-off in the 100% CDs as opposed to the curved

glazing as shown on the 50% CDs, which are reflected on the “2011-12-22 Revised Progress Set.”

3. The two sets of Curved Sliding Automatic Entrance Doors are to be eliminated from the 100% CD’s

and two pairs of typical glass entrance doors and hardware are to be added in their place on each end as

shown on the “2011-12-22 Revised Progress Set.”.

4. It is understood that (76) OC-12 glass partitions are to be deleted in the 2nd

level offices and to be

replaced with framed drywall and acoustical panels as shown on the “2011-12-22 Revised Progress

Set.”.

Bid Package – 08C: Sloped Glazing and Skylight Systems

1. This GMP reflects the reduction in skylight glazing size as shown on the “2011-12-22 Revised Progress

Set.”

Bid Package – 09B: Acoustical Ceilings and Sound Panels

1. It is understood that the 100% CDs are to lower the typical ceiling height from 11’-0” to 10’-0”.

2. The 100% CDs are to specify a less expensive acoustical material than currently shown on the 50% CDs

at the cupola steel locations.

3. The ceiling in the Dean’s Office and the Aula Magna Room are to be simplified as shown on the “2011-

12-22 Revised Progress Set.”

Bid Package – 09D: Carpet and Vinyl

1. Carpet has been included in lieu of polished concrete in this GMP at 2nd

level offices as indicated in the

specifications and sketches included with Skanska Addendum #1 dated 11.28.11.

Bid Package – 09E: Polished Concrete

1. Carpet has been included in lieu of polished concrete in this GMP at 2nd

level offices as indicated in the

specifications and sketches included with Skanska Addendum #1 dated 11.28.11.

Bid Package – 09H: Painting and Coatings

1. All interior exposed concrete is now to be painted and therefore specifications and details are to be

incorporated into the final CD’s.

Bid Package – 10D: Operable Partitions

1. It is understood that a typical operable partition is to be used in Meeting Rooms 1046 and 1047 as

opposed to the currently specified Sliding Metal Fire Door.

Bid Package – 10G: Sliding Metal Fire Door

1. It is understood that a typical operable partition is to be used in Meeting Rooms 1046 and 1047 as

opposed to the currently specified Sliding Metal Fire Door.

Bid Package – 26A: Electrical

1. The final building design is to eliminate all fire alarm pull stations except for one (1), which is required

by code.

2. The final building design is to eliminate approximately 50 light fixtures from the 50% CD’s.

3. The 100% CD’s are to make the lighting packages non-proprietary and more competitive by opening the

specs to allow three or more manufacturers who can provide an equal for all lighting fixtures.

4. This GMP reflects the deductive alternate as designed and incorporated into the Contract Documents

and indicated on sheet E5.02 to accept the use aluminum conductors in lieu of copper feeder size

conductors.

5. This GMP reflects the relocation of the Building 555 generator as shown on the 50% documents to a

location north of the Building 555 axis on the far side of the ring road. In addition, aluminum

conductors are to be used for the generator.

6. This GMP reflects a deductive alternate as accepted by TLC to use aluminum conductors in lieu of

copper for the lighting protection system.

7. This GMP reflects the Vesda system as shown on the 2nd

Floor Fire Protection plans, but has not

allowed for any other smoke evacuation system provisions of any kind.

Bid Package – 27A: Technology

1. Skanska has provided an allowance of $2,750,000 as part of this GMP for the 50% Construction

Documents.





Month, Year

The documents listed on the attached log represent the information made available to Skanska at the time of this

GMP Proposal and from the Basis of the GMP Proposal and associated clarifications defined herein.

University of South Florida Polytechnic:

Science and Technology Building 555 BID MANUAL AND REQUIREMENTS

DRAWINGS AND SKETCHES, SPECIFICATIONS, ADDENDA & OTHER

DOCUMENTS

The contract documents include the following documents:

DRAWINGS AND SKETCHES:

DRAWING

OR SKETCH

NUMBER

DESCRIPITION REV.

NUMBER DATE

GENERAL

G-0.00 COVER TITLE SHEET 0 10/28/2011

G-0.01 DRAWING INDEX 0 10/28/2011

G-0.02 LOCATION PLAN 0 10/28/2011

G-0.03 CAMPUS PLAN 0 10/28/2011

LIFE SAFETY

LS-0.10 LIFE SAFETY NOTES, LEGEND, SYMBOLS 0 10/28/2011

LS-0.11 1ST FLOOR LIFE SAFETY PLAN 0 10/28/2011

LS-0.12 2ND FLOOR LIFE SAFETY PLAN 0 10/28/2011

LS-0.13 LIFE SAFETY PLAN. HAZARDOUS CHEMICALS 0 10/28/2011

CIVIL

C-10.00 HORIZONTAL CONTROL PLAN 0 10/28/2011

C-11.00 PAVING AND GRADING PLAN 0 10/28/2011

C-12.00 DRAINAGE PLAN 0 10/28/2011

C-13.00 CIVIL UTILITY PLAN 0 10/28/2011

C-14.00 POND LINER DETAILS 0 10/28/2011

C-14.10 POND LINER DETAILS 0 10/28/2011

C-14.20 PAVING AND GRADING DETAILS 0 10/28/2011

C-14.30 DRAINAGE DETAILS 0 10/28/2011

C-14.40 DRAINAGE DETAILS 0 10/28/2011

C-14.50 SANITARY DETAILS 0 10/28/2011

C-14.60 WATER DETAILS 0 10/28/2011

ARCHITECTURAL

A-0.01 GENERAL NOTES 0 10/28/2011

A-0.02 ABBREVIATIONS & SYMBOLS 0 10/28/2011

A-0.11 GEOMETRY - COLUMN GRID 0 10/28/2011

A-0.12 GEOMETRY - PERGOLA GRID 0 10/28/2011

A-1.00 SITE PLAN 0 10/28/2011

A-1.01 1ST FLOOR PLAN 0 10/28/2011

A-1.02 2ND FLOOR PLAN 0 10/28/2011

A-1.03 2ND FLOOR CLERESTORY PLAN 0 10/28/2011

A-1.04 CUPOLA PLAN 0 10/28/2011

A-1.05 ROOF PLAN (WITH LOUVERS) 0 10/28/2011

A-1.06 ROOF PLAN (WITHOUT LOUVERS) 0 10/28/2011

A-1.10 1ST FLOOR PLAN - NORTH 0 10/28/2011

A-1.11 1ST FLOOR PLAN - EAST 0 10/28/2011

A-1.12 1ST FLOOR PLAN - SOUTH 0 10/28/2011



A-1.13 1ST FLOOR PLAN - WEST 0 10/28/2011

A-1.14 2ND FLOOR PLAN - NORTH 0 10/28/2011

A-1.15 2ND FLOOR PLAN - EAST 0 10/28/2011

A-1.16 2ND FLOOR PLAN - SOUTH 0 10/28/2011

A-1.17 2ND FLOOR PLAN - WEST 0 10/28/2011

A-1.18 CUPOLA PLAN - NORTH 0 10/28/2011

A-1.19 CUPOLA PLAN - SOUTH 0 10/28/2011

A-2.01 1ST FLOOR REFLECTED CEILING PLAN 0 10/28/2011

A-2.02 2ND FLOOR REFLECTED CEILING PLAN 0 10/28/2011

A-2.03 2ND FLOOR CLERESTORY REFLECTED CEILING

PLAN 0 10/28/2011

A-2.10 1ST FLOOR RCP - NORTH 0 10/28/2011

A-2.11 1ST FLOOR RCP - EAST 0 10/28/2011

A-2.12 1ST FLOOR RCP - SOUTH 0 10/28/2011

A-2.13 1ST FLOOR RCP - WEST 0 10/28/2011

A-2.14 2ND FLOOR RCP - NORTH 0 10/28/2011

A-2.15 2ND FLOOR RCP - EAST 0 10/28/2011

A-2.16 2ND FLOOR RCP - SOUTH 0 10/28/2011

A-2.17 2ND FLOOR RCP - WEST 0 10/28/2011

A-3.01 BUILDING ELEVATION - EAST & WEST 0 10/28/2011

A-3.02 BUILDING ELEVATION - EAST & WEST W/O

PERGOLA 0 10/28/2011

A-3.03 BUILDING ELEVATION - NORTH & SOUTH 0 10/28/2011

A-3.04 LARGE BUILDING ELEVATION - SOUTH (ROOF

CLOSED) 0 10/28/2011

A-3.05 LARGE BUILDING ELEVATION - SOUTH (ROOF

OPEN) 0 10/28/2011

A-3.06 LARGE BUILDING ELEVATION - SOUTH (W/O

PERGOLA) 0 10/28/2011

A-3.07 LARGE BUILDING ELEVATION - EAST I 0 10/28/2011

A-3.08 LARGE BUILDING ELEVATION - EAST II 0 10/28/2011

A-3.09 LARGE BUILDING ELEVATION - EAST I (W/O

PERGOLA) 0 10/28/2011

A-3.10 LARGE BUILDING ELEVATION - EAST II (W/O

PERGOLA) 0 10/28/2011

A-3.11 BUILDING ELEVATION - EAST & WEST

(EXPLODED) 0 10/28/2011

A-4.00 LONGITUDINAL BUILDING SECTION- AXIS M 0 10/28/2011

A-4.01 LARGE LONGITUDINAL BUILDING SECTION-

AXIS M 0 10/28/2011

A-4.02 LARGE LONGITUDINAL BUILDING SECTION-

AXIS M II 0 10/28/2011

A-4.03 TRANSERSAL BUILDING SECTION- AXIS 0 0 10/28/2011








A-4.10 PARTIAL SECTION - CUPOLA 0 10/28/2011

A-4.20 WALL SECTIONS - AXIS M 0 10/28/2011

A-4.21 WALL SECTIONS - AXIS 0 0 10/28/2011



A-5.01 ROOFING PLAN 0 10/28/2011

A-5.03 ROOFING DETAILS 0 10/28/2011

A-5.10 CUPOLA OVERVIEW 0 10/28/2011

A-5.11 CUPOLA GEOMETRY 0 10/28/2011

A-5.12 CUPOLA STEEL PROFILES OVERVIEW 0 10/28/2011

A-5.13 CUPOLA STEEL PROFILES (GRID 0 & 1) 0 10/28/2011

A-5.23 CUPOLA STEEL PROFILES (GRID 20 & 21) 0 10/28/2011

A-5.24 CUPOLA STEEL DETAILS I 0 10/28/2011

A-5.25 CUPOLA STEEL DETAILS II 0 10/28/2011

A-5.30 CUPOLA LOUVERS OVERVIEW 0 10/28/2011

A-5.31 CUPOLA LOUVERS GEOMETRY 0 10/28/2011

A-5.44 LOUVER SYSTEM DETAILS I 0 10/28/2011

A-5.45 LOUVER SYSTEM DETAILS II 0 10/28/2011

A-5.47 CUPOLA ABUTTMENT 0 10/28/2011

A-5.61 PERGOLA OVERVIEW 0 10/28/2011

A-5.62 PERGOLA GEOMETRY 1 0 10/28/2011

A-5.63 PERGOLA GEOMETRY 2 0 10/28/2011

A-5.64 PERGOLA PROFILES 0 10/28/2011

A-5.65 PERGOLA DETAILS 0 10/28/2011

A-5.66 PERGOLA DETAILS 0 10/28/2011

A-5.67 PERGOLA FOOT DETAILS 0 10/28/2011

A-5.68 PERGOLA DETAILS AT PLAZA 0 10/28/2011

A-6.01 EXTERIOR GLAZING DETAILS I 0 10/28/2011

A-6.02 EXTERIOR GLAZING DETAILS II 0 10/28/2011

A-6.03 CUPOLA GLAZING DETAILS 0 10/28/2011

A-6.06 INTERIOR GLAZED OPENINGS II 0 10/28/2011

A-6.08 SKYLIGHT I 0 10/28/2011

A-6.09 SKYLIGHT II 0 10/28/2011

A-6.10 EXTERIOR GLAZING PROFILES OVERVIEW 0 10/28/2011

A-6.11 EXTERIOR GLAZING GEOMETRIES 0 10/28/2011

A-6.12 CUPOLA GLAZING GEOMETRIES 0 10/28/2011

A-6.13 CUPOLA GLAZING DIMENSIONS I 0 10/28/2011

A-6.14 CUPOLA GLAZING DIMENSIONS II 0 10/28/2011

A-6.20 BUILDING ENTRY DETAILS I 0 10/28/2011

A-6.21 BUILDING ENTRY DETAILS II 0 10/28/2011

A-6.22 BUILDING ENTRY DETAILS III 0 10/28/2011

A-7.01 TERRACE STAIRS PLANS 0 10/28/2011

A-7.02 TERRACE STAIRS SECTIONS 0 10/28/2011

A-7.04 SOUTH STAIRS 0 10/28/2011

A-7.05 SOUTH STAIRS - SECTION / ELEVATIONS 0 10/28/2011

A-7.06 NORTH STAIRS 0 10/28/2011

A-7.07 NORTH STAIRS - SECTIONS / ELEVATIONS 0 10/28/2011



A-7.10 AULA MAGNA - PLANS 0 10/28/2011

A-7.15 OC-3 MEETING ROOM 0 10/28/2011

A-7.20 DEAN'S SUITE OFFICES PLAN AND RCP 0 10/28/2011

A-7.30 CONCRETE GEOMETRIES - EXTERIOR FASCIAS 0 10/28/2011

A-7.32 CONCRETE GEOMETRIES - CORRIDOR LAYOUT 0 10/28/2011

A-7.34 CONCRETE GEOMETRIES - CORRIDOR PROFILES

I 0 10/28/2011


II 0 10/28/2011


III 0 10/28/2011

A-7.37 CONCRETE GEOMETRIES - DETAILS 0 10/28/2011

A-7.40 CONCRETE GEOMETRIES - 1ST FLOOR SLAB

EDGE 0 10/28/2011

A-7.41 CONCRETE GEOMETRIES - 2ND FLOOR SLAB

EDGE 0 10/28/2011

A-7.42 CONCRETE GEOMETRIES - ROOF SLAB EDGE 0 10/28/2011

A-8.01 TOILET PLANS 0 10/28/2011

A-8.02 TOILET INTERIOR ELEVATIONS 0 10/28/2011

A-8.03 TOILET INTERIOR ELEVATIONS 0 10/28/2011

A-8.11 1ST FLOOR INTERIOR ELEVATIONS - NORTH

CORRIDOR I 0 10/28/2011

A-8.12 1ST FLOOR INTERIOR ELEVATIONS - NORTH

CORRIDOR II 0 10/28/2011

A-8.13 1ST FLOOR INTERIOR ELEVATIONS - CORRIDOR

EAST I 0 10/28/2011

A-8.14 1ST FLOOR INTERIOR ELEVATIONS - CORRIDOR

EAST II 0 10/28/2011

A-8.15 1ST FLOOR INTERIOR ELEVATIONS - CENTRAL

CROSS CORRIDOR 0 10/28/2011

A-8.16 1ST FLOOR INTERIOR ELEVATIONS - LATERAL

CROSS CORRIDOR 0 10/28/2011

A-8.17 1ST FLOOR INTERIOR ELEVATIONS - ENTRY

ELEVATIONS 0 10/28/2011

A-8.18 2ND FLOOR INTERIOR ELEVATIONS - NORTH

QUADRANT I 0 10/28/2011

A-8.19 2ND FLOOR INTERIOR ELEVATIONS - NORTH

QUADRANT II 0 10/28/2011

A-8.20 2ND FLOOR INTERIOR ELEVATIONS - EAST

QUADRANT I 0 10/28/2011

A-8.21 2ND FLOOR INTERIOR ELEVATIONS - EAST

QUADRANT II 0 10/28/2011

A-8.22 2ND FLOOR INTERIOR ELEVATIONS - CORRIDOR

ELEVATIONS 0 10/28/2011

A-8.23 TYPICAL CORRIDOR BAY ELEVATIONS 0 10/28/2011

A-8.24 CORRIDOR BRIDGE 0 10/28/2011

A-8.30 OC-3 MEETING ROOM 0 10/28/2011

A-8.31 AULA MAGNA SECTIONS 0 10/28/2011



A-8.32 AULA MAGNA ELEVATIONS 0 10/28/2011

A-8.33 AULA MAGNA STAIR DETAILS 0 10/28/2011

A-8.41 INTERIOR ELEVATIONS CR-1 0 10/28/2011

A-8.42 LAB ELEVATIONS 0 10/28/2011

A-8.43 LAB ELEVATIONS 0 10/28/2011

A-8.44 LAB EQUIPMENT ELEVATIONS 0 10/28/2011

A-8.45 LAB EQUIPMENT ELEVATIONS 0 10/28/2011

A-8.46 INTERIOR ELEVATIONS TL-6 0 10/28/2011

A-8.47 INTERIOR ELEVAITONS IM-7 0 10/28/2011

A-8.50 LAB CABINET ELEVATIONS 0 10/28/2011

A-8.51 LABORATORY DETAILS 0 10/28/2011

A-8.60 DEAN'S SUITE INTERIOR ELEVATIONS 0 10/28/2011

A-8.61 DEAN'S SUITE INTERIOR ELEVATIONS 0 10/28/2011

A-8.65 OC-5 INTERIOR ELEVATIONS 0 10/28/2011

A-8.70 OC-12 AND OC-14 OFFICES 0 10/28/2011

A-8.71 OC-12 SECTIONS 0 10/28/2011

A-8.72 OC-14 SECTIONS 0 10/28/2011

A-8.73 OC-12 DETAILS 0 10/28/2011

A-8.74 OC-14 DETAILS I 0 10/28/2011

A-8.75 OC-14 DETAILS II 0 10/28/2011

A-8.76 OC-14 DETAILS III 0 10/28/2011

A-9.00 ELEVATORS - PLANS AND SECTIONS 0 10/28/2011

A-9.02 ELEVATOR CABS 0 10/28/2011

A-10.01 1ST FLOOR FINISH SCHEDULE 0 10/28/2011

A-10.02 2ND FLOOR FINISH SCHEDULE 0 10/28/2011

A-10.11 1ST FLOOR DOOR AND FRAME SCHEDULE 0 10/28/2011

A-10.12 2ND FLOOR DOOR AND FRAME SCHEDULE 0 10/28/2011

A-10.13 DOOR AND FRAME DETAILS 0 10/28/2011

A-10.50 PARTITION TYPES - 6" METAL STUDS 0 10/28/2011

A-10.51 PARTITION TYPES - 3 5/8" METAL STUDS 0 10/28/2011

A-10.52 PARTITION TYPES - 6" AN D12" CMU 0 10/28/2011

A-10.60 EXTERIOR STAIR DETAILS 0 10/28/2011

A-10.70 PLAN DETAILS 0 10/28/2011

A-10.71 CEILING AND BASE DETAILS 0 10/28/2011

A-10.72 INTERIOR STAIR DETAILS 0 10/28/2011

A-11.01 1ST FL - FLOOR FINISH PLAN 0 10/28/2011

A-11.02 2ND FL - FLOOR FINISH PLAN 0 10/28/2011

A-12.00 SIGNAGE TYPES 0 10/28/2011

A-12.01 1ST FLOOR SIGNAGE PLAN 0 10/28/2011

A-12.02 2ND FLOOR SIGNAGE PLAN 0 10/28/2011

A-13.01 1ST FLOOR FURNITURE PLAN OVERVIEW 0 10/28/2011

A-13.02 2ND FLOOR FURNATURE PLAN OVERVIEW 0 10/28/2011

A-13.10 1ST FLOOR FURNITURE PLAN NORTH 0 10/28/2011

A-13.11 1ST FLOOR FURNITURE PLAN EAST 0 10/28/2011

A-13.12 1ST FLOOR FURNITURE PLAN SOUTH 0 10/28/2011

A-13.13 1ST FLOOR FURNITURE PLAN WEST 0 10/28/2011

A-13.14 2ND FLOOR FURNITURE PLAN NORTH 0 10/28/2011



A-13.15 2ND FLOOR FURNITURE PLAN EAST 0 10/28/2011

A-13.16 2ND FLOOR FURNITURE PLAN SOUTH 0 10/28/2011

A-13.17 2ND FLOOR FURNITURE PLAN WEST 0 10/28/2011

A-13.18 BIOLOGY EQUIPMENT PLAN 0 10/28/2011

A-13.19 CHEMISTRY EQUIPMENT PLAN 0 10/28/2011

A-13.20 PHYSICS EQUIPMENT PLAN 0 10/28/2011

A-13.21 IT RESEARCH EQUIPMENT PLAN 0 10/28/2011

A-13.22 ENGINEERING DRY LAB I 0 10/28/2011

A-13.23 ENGINEERING DRY LAB II 0 10/28/2011

A-13.24 ENGINEERING WET LAB 0 10/28/2011

A-13.25 IT LAB EQUIIPMENT PLAN 0 10/28/2011

STRUCTURAL

S-0.01 COVER SHEET AND DRAWING LIST 0 10/28/2011

S-0.10 GENERAL NOTES I 0 10/28/2011

S-0.11 GENERAL NOTES II 0 10/28/2011

S-0.12 COMPONENTS AND CLADDING WIND PRESSURE

DIAGRAM 0 10/28/2011

S-0.13 3D-VIEWS 0 10/28/2011

S-1.01 FOUNDATION KEY PLAN 0 10/28/2011

S-1.02 LEVEL 1 KEY PLAN 0 10/28/2011

S-1.03 LEVEL 2 KEY PLAN 0 10/28/2011

S-1.04 CORRIDOR ROOF KEY PLAN 0 10/28/2011

S-1.05 LOW ROOF KEY PLAN 0 10/28/2011

S-1.06 CUPOLA KEY PLAN 0 10/28/2011

S-1.11 PARTIAL FOUNDATION PLAN – NORTH 0 10/28/2011

S-1.12 PARTIAL FOUNDATION PLAN – EAST 0 10/28/2011

S-1.13 PARTIAL FOUNDATION PLAN – SOUTH 0 10/28/2011

S-1.14 PARTIAL FOUNDATION PLAN – WEST 0 10/28/2011

S-1.21 PARTIAL LEVEL 1 PLAN – NORTH 0 10/28/2011

S-1.22 PARTIAL LEVEL 1 PLAN – EAST 0 10/28/2011

S-1.23 PARTIAL LEVEL 1 PLAN – SOUTH 0 10/28/2011

S-1.24 PARTIAL LEVEL 1 PLAN – WEST 0 10/28/2011

S-1.31 PARTIAL LEVEL 2 PLAN – NORTH 0 10/28/2011

S-1.32 PARTIAL LEVEL 2 PLAN – EAST 0 10/28/2011

S-1.33 PARTIAL LEVEL 2 PLAN – SOUTH 0 10/28/2011

S-1.34 PARTIAL LEVEL 2 PLAN – WEST 0 10/28/2011

S-1.41 PARTIAL CORRIDOR ROOF PLAN – NORTH 0 10/28/2011

S-1.42 PARTIAL CORRIDOR ROOF PLAN – EAST 0 10/28/2011

S-1.51 PARTIAL LOW ROOF PLAN – NORTH 0 10/28/2011

S-1.52 PARTIAL LOW ROOF PLAN – EAST 0 10/28/2011

S-2.00 TYPICAL FOOTING DETAILS AND SCHEDULE 0 10/28/2011

S-2.01 TYPICAL FOOTING DETAILS 0 10/28/2011

S-2.02 FOOTING DETAILS I 0 10/28/2011

S-2.03 FOOTING DETAILS II 0 10/28/2011

S-2.10 TYPICAL SLAB ON GRADE DETAILS 0 10/28/2011

S-2.20 LAP SPLICE SCHEDULES 0 10/28/2011

S-3.00 COLUMN SCHEDULE 0 10/28/2011



S-3.01 TYPICAL CONCRETE COLUMN DETAILS 0 10/28/2011

S-3.02 CONCRETE COLUMN AND WALL DETAILS 0 10/28/2011

S-3.10 CONCRETE BEAM AND SLAB SCHEDULE 0 10/28/2011

S-3.11 TYPCIAL CONCRETE BEAM DETAILS I 0 10/28/2011

S-3.12 TYPCIAL CONCRETE BEAM DETAILS II 0 10/28/2011

S-3.13 CONCRETE BEAM DETAILS 0 10/28/2011

S-3.20 TYPICAL CONCRETE SLAB DETAILS I 0 10/28/2011

S-3.21 TYPICAL CONCRETE SLAB DETAILS II 0 10/28/2011

S-3.22 TYPICAL CONCRETE STAIR DETAILS 0 10/28/2011

S-4.00 CORRIDOR PORTAL ELEVATIONS 0 10/28/2011

S-4.01 LOBBY PORTAL ELEVATIONS I 0 10/28/2011

S-4.02 LOBBY PORTAL ELEVATIONS II 0 10/28/2011

S-4.03 PROTAL REINFORCING DETAIL KEY ELEVATION 0 10/28/2011

S-4.04 CORRIDOR PORTAL REINFORCING DETAILS I 0 10/28/2011

S-4.05 CORRIDOR PORTAL REINFORCING DETAILS II 0 10/28/2011

S-4.06 CORRIDOR PORTAL REINFORCING DETAILS III 0 10/28/2011

S-4.07 CORRIDOR PORTAL REINFORCING DETAILS IV 0 10/28/2011

S-4.08 LOBBY PORTAL REINFORCING 0 10/28/2011

S-4.09 CUPOLA ABUTTMENT AND SKYLIGHT 0 10/28/2011

S-4.10 TYPICAL EXPANSION JOINT DETAILS 0 10/28/2011

S-4.20 TYPCIAL CONCRETE STAIR DETAILS I 0 10/28/2011

S-4.21 TYPCIAL CONCRETE STAIR DETAILS II 0 10/28/2011

S-4.22 TYPCIAL CONCRETE STAIR DETAILS III 0 10/28/2011

S-4.30 CONCRETE FASCIA DETAILS 0 10/28/2011

S-5.00 CUPOLA RIB ELEVATIONS AND GEOMETRY

DETAILS I 0 10/28/2011


DETAILS II 0 10/28/2011


DETAILS III 0 10/28/2011


DETAILS IV 0 10/28/2011


DETAILS V 0 10/28/2011


DETAILS VI 0 10/28/2011

S-5.10 TYPICAL STEEL DETAIL I 0 10/28/2011

S-5.11 TYPICAL STEEL DETAIL II 0 10/28/2011

S-6.00 TYPICAL MASONRY NON-BEARING WALL

DETAILS 0 10/28/2011

S-6.01 TYPICAL MASONRY NON-BEARING WALL

SCHEDULE 0 10/28/2011

S-6.02 TYPICAL MASONRY NON-BEARING WALL TO

CONCRETE DETAILS 0 10/28/2011

MECHANICAL

M-0.00 ABBREVIATIONS AND SYMBOLS 0 10/28/2011

M-1.10 1ST

FLOOR PLAN – OVERALL 0 10/28/2011

M-1.11 1ST

FLOOR PLAN – NORTH 0 10/28/2011



M-1.12 1ST

FLOOR PLAN – EAST 0 10/28/2011

M-1.13 1ST

FLOOR PLAN – SOUTH 0 10/28/2011

M-1.14 1ST

FLOOR PLAN – WEST 0 10/28/2011

M-1.15 2ND


M-1.16 2ND


M-1.17 2ND


M-1.18 2ND


M-1.19 2ND


M-1.20 1ST


M-1.21 1ST


M-1.22 1ST


M-1.23 1ST


M-1.24 1ST


M-2.01 ROOF PLAN 0 10/28/2011

M-2.02 ROOF DETAILS 0 10/28/2011

M-3.01 SECTIONS 0 10/28/2011

M-4.01 ENLARGED PLANS 0 10/28/2011

M-4.02 ENLARGED PLANS 0 10/28/2011

M-5.01 MECHANICAL DETAILS 0 10/28/2011



M-6.01 SCHEDULES 0 10/28/2011

M-6.02 SCHEDULES 0 10/28/2011

M-6.03 SCHEDULES 0 10/28/2011

M-7.01 PIPING DIAGRAMS 0 10/28/2011

M-8.01 CONTROL DIAGRAMS 0 10/28/2011




PLUMBING

P-0.00 PLUMBING ABBREV.S, LEGEND, AND GENERAL

NOTES 0 10/28/2011

P-1.10 UNDERGROUND PLAN – NORTH 0 10/28/2011

P-1.11 UNDERGROUND PLAN – EAST 0 10/28/2011

P-1.12 UNDERGROUND PLAN – SOUTH 0 10/28/2011

P-1.13 UNDERGROUND PLAN – WEST 0 10/28/2011

P-1.14 1ST

FLOOR GRAVITY PLAN – NORTH 0 10/28/2011

P-1.15 1ST

FLOOR GRAVITY PLAN – EAST 0 10/28/2011

P-1.16 1ST

FLOOR GRAVITY PLAN – SOUTH 0 10/28/2011

P-1.17 1ST

FLOOR GRAVITY PLAN – WEST 0 10/28/2011

P-1.18 1ST

FLOOR PRESSURE PLAN – NORTH 0 10/28/2011

P-1.19 1ST

FLOOR PRESSURE PLAN – EAST 0 10/28/2011

P-1.20 1ST

FLOOR PRESSURE PLAN – SOUTH 0 10/28/2011

P-1.21 1ST

FLOOR PRESSURE PLAN – WEST 0 10/28/2011

P-1.22 2ND

FLOOR GRAVITY PLAN – NORTH 0 10/28/2011

P-1.23 2ND

FLOOR GRAVITY PLAN – EAST 0 10/28/2011

P-1.24 2ND

FLOOR GRAVITY PLAN – SOUTH 0 10/28/2011



P-1.25 2ND

FLOOR GRAVITY PLAN – WEST 0 10/28/2011

P-1.26 2ND

FLOOR PRESSURE PLAN – NORTH 0 10/28/2011

P-1.27 2ND

FLOOR PRESSURE PLAN – EAST 0 10/28/2011

P-1.28 2ND

FLOOR PRESSURE PLAN – SOUTH 0 10/28/2011

P-1.29 2ND

FLOOR PRESSURE PLAN – WEST 0 10/28/2011

P-1.30 PLUMBING DETAILS 0 10/28/2011

P-2.01 ROOF OVERALL PLAN 0 10/28/2011

P-2.02 ROOF PLAN – NORTH 0 10/28/2011

P-2.03 ROOF PLAN – EAST 0 10/28/2011

P-2.04 ROOF PLAN – SOUTH 0 10/28/2011

P-2.05 ROOF PLAN – WEST 0 10/28/2011

P-3.01 3D RISERS 0 10/28/2011

P-3.02 3D RISERS 0 10/28/2011

P-3.03 3D RISERS 0 10/28/2011

P-3.04 3D RISERS 0 10/28/2011

P-4.01 ENLARGED PLANS 0 10/28/2011







P-5.01 SECTIONS 0 10/28/2011

FIRE PROTECTION

F-0.00 FIRE PROTECTION ABBREV.S, LEGEND, AND

GENERAL NOTES 0 10/28/2011

F-1.00 FIRE PROTECTION SITE PLAN 0 10/28/2011

F-1.10 PARTIAL FIRE PROTECTION PLAN - LEVEL 1

NORTH 0 10/28/2011


EAST 0 10/28/2011


SOUTH 0 10/28/2011


WEST 0 10/28/2011


NORTH 0 10/28/2011


EAST 0 10/28/2011


SOUTH 0 10/28/2011


WEST 0 10/28/2011

F-1.20 FIRE PROTECTION DETAILS 0 10/28/2011

F-3.01 SECTIONS 0 10/28/2011

ELECTRICAL

E-0.01 ELECTRICAL SYMBOLS LEGEND 0 10/28/2011

E-1.10 OVERALL PWER PLAN – LEVEL 1 0 10/28/2011



E-1.11 PARTIAL POWER PLAN - LEVEL 1 NORTH 0 10/28/2011

E-1.12 PARTIAL POWER PLAN - LEVEL 1 EAST 0 10/28/2011

E-1.13 PARTIAL POWER PLAN - LEVEL 1 SOUTH 0 10/28/2011

E-1.14 PARTIAL POWER PLAN - LEVEL 1 WEST 0 10/28/2011

E-1.20 OVERALL POWER PLAN – LEVEL 2 0 10/28/2011

E-1.21 PARTIAL POWER PLAN - LEVEL 2 NORTH 0 10/28/2011

E-1.22 PARTIAL POWER PLAN - LEVEL 2 EAST 0 10/28/2011

E-1.23 PARTIAL POWER PLAN - LEVEL 2 SOUTH 0 10/28/2011

E-1.24 PARTIAL POWER PLAN - LEVEL 2 WEST 0 10/28/2011

E-2.10 OVERALL LIGHTING PLAN – LEVEL 1 0 10/28/2011

E-2.11 PARTIAL LIGHTING PLAN - LEVEL 1 NORTH 0 10/28/2011

E-2.12 PARTIAL LIGHTING PLAN - LEVEL 1 EAST 0 10/28/2011

E-2.13 PARTIAL LIGHTING PLAN - LEVEL 1 SOUTH 0 10/28/2011

E-2.14 PARTIAL LIGHTING PLAN - LEVEL 1 WEST 0 10/28/2011

E-2.20 OVERALL LIGHTING PLAN – LEVEL 2 0 10/28/2011

E-2.21 PARTIAL LIGHTING PLAN - LEVEL 2 NORTH 0 10/28/2011

E-2.22 PARTIAL LIGHTING PLAN - LEVEL 2 EAST 0 10/28/2011

E-2.23 PARTIAL LIGHTING PLAN - LEVEL 2 SOUTH 0 10/28/2011

E-2.24 PARTIAL LIGHTING PLAN - LEVEL 2 WEST 0 10/28/2011

E-3.10 OVERALL ELECTRICAL ROOF PLAN 0 10/28/2011

E-3.11 PARTIAL ELECTRICAL ROOF PLAN - NORTH 0 10/28/2011

E-3.12 PARTIAL ELECTRICAL ROOF PLAN - EAST 0 10/28/2011

E-3.13 PARTIAL ELECTRICAL ROOF PLAN - SOUTH 0 10/28/2011

E-3.14 PARTIAL ELECTRICAL ROOF PLAN - WEST 0 10/28/2011

E-4.10 FIRE ALARM PLAN - LEVEL 1 0 10/28/2011

E-4.20 FIRE ALARM PLAN - LEVEL 2 0 10/28/2011

E-5.01 ENLARGED ELECTRICAL PLANS 0 10/28/2011

E-5.02 ELECTRICAL RISER DIAGRAM 0 10/28/2011

E-5.03 LIGHTING CONTROL DETAILS 0 10/28/2011

E-5.04 PARTIAL ROOF LOUVER SYSTEM DETAL 0 10/28/2011

E-6.01 ELECTRICAL SCHEDULES 0 10/28/2011

E-6.02 ELECTRICAL PANEL SCHEDULES 0 10/28/2011




E-7.01 ELECTRICAL DETAILS 0 10/28/2011



SPECIFICATIONS:

SPEC

SECTION DESCRIPITION

REV.

NUMBER DATE

INTRODUCTORY PAGES

000030 PROJECT TEAM 0 10/28/2011

000100 TABLE OF CONTENTS 0 10/28/2011

DIVISION 1 – GENERAL REQUIREMENTS



011000 SUMMARY 0 10/28/2011

012500 SUBSTITUTION PROCEDURES 0 10/28/2011

012600 CONTRACT MODIFICATION PROCEDURES 0 10/28/2011

012900 PAYMENT PROCEDURES 0 10/28/2011

013100 PROJECT MANAGEMENT AND COORDINATION 0 10/28/2011

013200 CONSTRUCTION PROGRESS DOCUMENTATION 0 10/28/2011

013233 PHOTOGRAPHIC DOCUMENTATION 0 10/28/2011

013300 SUBMITTAL PROCEDURES 0 10/28/2011

013560 UNIVERSITY PROJECT PROCEDURES 0 10/28/2011

014000 QUALITY REQUIREMENTS 0 10/28/2011

014200 REFERENCES 0 10/28/2011

015000 TEMPORARY FACILITIES AND CONTROLS 0 10/28/2011

015639 TEMPORARY TREE AND PLANT PROTECTION 0 10/28/2011

016000 PRODUCT REQUIREMENTS 0 10/28/2011

017300 EXECUTION 0 10/28/2011

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

0 10/28/2011

017700 CLOSEOUT PROCEDURES 0 10/28/2011

017823 OPERATION AND MAINTENANCE DATA 0 10/28/2011

017839 PROJECT RECORD DOCUMENTS 0 10/28/2011

017900 DEMONSTRATION AND TRAINING 0 10/28/2011

DIVISION 2 – SITE CONSTRUCTION

Vibro Replacement Specification from Soils Report 0 10/28/2011

DIVISION 3 - CONCRETE

031000 CONCRETE FORMWORK 0 10/28/2011

032000 CONCRETE REINFORCEMENT 0 10/28/2011

033000 CAST-IN-PLACE CONCRETE 0 10/28/2011

033543 INTEGRALLY COLORED GROUND AND POLISHED CONCRETE

0 10/28/2011

035300 CONCRETE TOPPING 0 10/28/2011

DIVISION 4 - MASONRY

042030 REINFORCED UNIT MASONRY 0 10/28/2011

042200 CONCRETE UNIT MASONRY 0 10/28/2011

047200 CAST STONE MASONRY 0 10/28/2011

DIVISION 5 - METALS

051000 STRUCTURAL STEEL 0 10/28/2011

051213 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 0 10/28/2011

053000 STEEL DECK 0 10/28/2011

054000 COLD-FORMED METAL FRAMING 0 10/28/2011

055000 METAL FABRICATIONS 0 10/28/2011

055213 PIPE AND TUBE RAILINGS 0 10/28/2011

057000 DECORATIVE METAL 0 10/28/2011

057300 DECORATIVE GLASS AND METAL RAILINGS 0 10/28/2011

DIVISION 6 – WOODS AND PLASTICS

061000 ROUGH CARPENTRY 0 10/28/2011

064023 INTERIOR ARCHITECTURAL WOODWORK 0 10/28/2011

DIVISION 7 – THERMAL AND MOISTURE

PROTECTION



071416 COLD FLUID-APPLIED ROOFING AND WATERPROOFING

0 10/28/2011

071700 BENTONITE WATERPROOFING 0 10/28/2011

071900 WATER REPELLENTS 0 10/28/2011

072100 THERMAL INSULATION 0 10/28/2011

072713 MODIFIED BITUMINOUS SHEET AIR BARRIER 0 10/28/2011

072726 FLUID-APPLIED MEMBRANE AIR BARRIERS 0 10/28/2011

074213-16 METAL PLATE WALL PANELS 0 10/28/2011

076200 SHEET METAL FLASHING AND TRIM 0 10/28/2011

077200 ROOF ACCESSORIES 0 10/28/2011

078413 PENETRATION FIRESTOPPING 0 10/28/2011

078446 FIRE-RESISTIVE JOINT SYSTEMS 0 10/28/2011

079200 JOINT SEALANTS 0 10/28/2011

079500 EXPANSION JOINT CONTROL 0 10/28/2011

DIVISION 8 – DOORS AND WINDOWS

081113 HOLLOW METAL DOORS AND FRAMES 0 10/28/2011

081173 SLIDING METAL DOORS 0 10/28/2011

081416 FLUSH WOOD DOORS 0 10/28/2011

083113 ACCESS DOORS AND FRAMES 0 10/28/2011

084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONT

0 10/28/2011

084123 FIRE RATED STEEL FRAMED WINDOWS 0 10/28/2011

084126 ALL-GLASS ENTRANCES AND STOREFRONTS 0 10/28/2011

084229-23 SLIDING AUTOMATIC ENTRANCES 0 10/28/2011

084423 STRUCTURAL-SEALANT-GLAZED CURTAIN WALL 0 10/28/2011

084433 SLOPED GLAZED ASSEMBLIES 0 10/28/2011

087100 DOOR HARDWARE - BASE 0 10/28/2011

087100-13 DOOR HARDWARE – ALTERNATE 0 10/28/2011

088000 GLAZING 0 10/28/2011

088300 MIRRORS 0 10/28/2011

089119 LOUVERS 0 10/28/2011

DIVISION 9 - FINISHES

090500 COLOR AND FINISH SCHEDULE 0 10/28/2011

092116-23 GYPSUM BOARD SHAFT-WALL ASSEMBLIES 0 10/28/2011

092216 NON-STRUCTURAL METAL FRAMING 0 10/28/2011

092400 CEMENT PLASTERING 0 10/28/2011

092713 GLASS-FIBER-REINFORCED PLASTER FABRICATIONS

0 10/28/2011

092900 GYPSUM BOARD 0 10/28/2011

093000 TILING 0 10/28/2011

095113 ACOUSTIC PANEL CEILINGS 0 10/28/2011

096513 RESILIENT BASE AND ACCESSORIES 0 10/28/2011

096723 RESINOUS FLOORING 0 10/28/2011

096900 ACCESS FLOORING 0 10/28/2011

099123 INTERIOR PAINTING 0 10/28/2011

099600 HIGH-PERFORMANCE COATINGS 0 10/28/2011

DIVISION 10 - SPECIALTIES

101100 VISUAL DISPLAY SURFACES 0 10/28/2011



101419 DIMENSIONAL LETTER SIGNAGE 0 10/28/2011

101423 PANEL SIGNAGE 0 10/28/2011

102113 TOILET COMPARTMENTS 0 10/28/2011

102213 WIRE MESH PARTITIONS 0 10/28/2011

102238 OPERABLE PANEL PARTITIONS 0 10/28/2011

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 0 10/28/2011

104413 FIRE EXTINGUSHER CABINETS 0 10/28/2011

104416 FIRE EXTINGUSHERS 0 10/28/2011

DIVISION 11 - EQUIPMENT

115313 LABORATORY FUME HOODS 0 10/28/2011

DIVISION 12 - FURNISHINGS

122413 ROLLER WINDOW SHADES 0 10/28/2011

123553-13 METAL LABORATORY CASEWORK 0 10/28/2011

123623-13 PLASTIC-LAMINATE-CLAD COUNTERTOPS 0 10/28/2011

123661 SIMULATED STONE COUNTERTOPS 0 10/28/2011

124813 ENTRANCE FLOOR MATS AND FRAMES 0 10/28/2011

DIVISION 13 – SPECIAL CONSTRUCTION

130102 LOUVER STRUCTURAL PERFORMANCE

SPECIFICATION 0 10/28/2011

130103 LOUVER MECHANICAL PERFORMANCE

SPECIFICATION 0 10/28/2011

DIVISION 14 – CONVEYING EQUIPMENT

142113 ELECTRIC TRACTION FREIGHT ELEVATORS 0 10/28/2011

DIVISION 21 – FIRE PROTECTION

210500 COMMON WORK RESULTS FOR FIRE SUPPRESSION 0 10/28/2011

211313 WET-PIPE SPRINKLER SYSTEMS 0 10/28/2011

DIVISION 22 - PLUMBING

220500 COMMON REQUIREMENTS FOR PLUMBING 0 10/28/2011

220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

0 10/28/2011

220519 METERS AND GAGES FOR PLUMBING PIPING 0 10/28/2011

220523 GENERAL DUTY VALVES FOR PLUMBING PIPING 0 10/28/2011

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

0 10/28/2011

220700 PLUMBING INSULATION 0 10/28/2011

221116 DOMESTIC WATER PIPING SPECIALTIES 0 10/28/2011

221119 DOMESTIC WATER PIPING SPECIALITIES 0 10/28/2011

221316 SANITARY WASTE AND VENT PIPING 0 10/28/2011

221319 SANITARY WASTE PIPING SPECIALTIES 0 10/28/2011

221413 STORM DRAINAGE PIPING 0 10/28/2011

221423 STORM DRAINAGE PIPING SPECIALITES 0 10/28/2011

221429 SUMP PUMPS 0 10/28/2011

223400 FUEL FIRED DOMESTIC WATER HEATERS 0 10/28/2011

224000 PLUMBING FIXTURES 0 10/28/2011

226113 COMPRESSED AIR PIPING FOR LABORATORY AND HEALTHCARE FACILITIES

0 10/28/2011

226119 COMPRESSED AIR EQUIPMENT FOR LABORATORY AND HEALTHCARE FACILITIES

0 10/28/2011

226213 VACUUM PIPING FOR LABORATORY AND 0 10/28/2011



HEALTHCARE FACILITIES

226219 VACUUM EQUIPMENT FOR LABORATORY AND HEALTHCARE FACILITIES

0 10/28/2011

226313 GAS PIPING FOR LABORATORY AND HEALTHCARE FACILITIES

0 10/28/2011

226600 CHEMICAL WASTE SYSTEMS FOR LABORATORY AND HEALTHCARE FACILITIES

0 10/28/2011

226700 PROCESSED WATER SYSTEMS FOR LABORATORY AND HEALTHCARE FACILITIES

0 10/28/2011

DIVISION 23 – HEATING VENTILATON AND AIR

CONDITIONING

230010 COMMON REQUIREMENTS FOR HVAC 0 10/28/2011

230500 COMMON WORK RESULTS FOR HVAC 0 10/28/2011

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

0 10/28/2011

230519 METERS AND GAGES FOR HVAC PIPING 0 10/28/2011

230523 GENERAL-DUTY VALVES FOR HVAC PIPING 0 10/28/2011

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

0 10/28/2011

230548 VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT

0 10/28/2011

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

0 10/28/2011

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 0 10/28/2011

230700 HVAC INSULATION 0 10/28/2011

230900 INSTRUMENTATION AND CONTROLS FOR HVAC 0 10/28/2011

231123 FACILITY NATURAL-GAS PIPING 0 10/28/2011

232113 HYDRONIC PIPING 0 10/28/2011

232300 AIR DUCT ACCESSORIES 0 10/28/2011

233113 METAL DUCTS 0 10/28/2011

233300 REFRIGERANT PIPING 0 10/28/2011

233423 HVAC POWER VENTILATOR 0 10/28/2011

233450 LABORATORY EXHAUST FANS 0 10/28/2011

233600 AIR TERMINAL UNITS 0 10/28/2011

233650 LABORATORY AIR CONTROLS VALVES 0 10/28/2011

233655 FACILITY MONITORING SYSTEM 0 10/28/2011

233713 DIFFUSERS, REGISTERS, AND GRILLES 0 10/28/2011

235216 CONDENSING BOILERS 0 10/28/2011

237200 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT 0 10/28/2011

237313 MODULAR INDOOR CENTRAL STATION AIR HANDLING UNITS

0 10/28/2011

238126 SPLIT SYSTEM AIR CONDITIONERS 0 10/28/2011

238146 WATER SOURCE UNITARY HEAT PUMPS 0 10/28/2011

238219 FAN COIL UNIT 0 10/28/2011

DIVISION 26 - ELECTRICAL

260100 BASIC ELECTRICAL REQUIREMENTS 0 10/28/2011

260519 LOW VOLTAGE ELECTRICAL POWER CABLES 0 10/28/2011

260526 GROUNDING AND BONDING FOR ELECTICAL SYSTEMS

0 10/28/2011

260529 HANGERS AND SUPPORTS FOR ELECTRICAL 0 10/28/2011



SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

0 10/28/2011

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

0 10/28/2011

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 0 10/28/2011

260923 LIGHTING CONTROL DEVICES 0 10/28/2011

260943 NETWORK LIGHTING CONTROLS 0 10/28/2011

262413 SWITCHBOARDS 0 10/28/2011

262416 PANELBOARDS 0 10/28/2011

262726 WIRING DEVICES 0 10/28/2011

262813 FUSES 0 10/28/2011

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 0 10/28/2011

263213 ENGINE GENERATORS 0 10/28/2011

263600 TRANSFER SWITCHES 0 10/28/2011

264113 LIGHTNING PROTECTION FOR STRUCTURES 0 10/28/2011

264313 TRANSIENT VOLTAGE SUPPRESSION FOR LOW VOLTAGE ELECTRICAL POWER CIRCUITS

0 10/28/2011

265100 INTERIOR LIGHTING 0 10/28/2011

265600 EXTERIOR LIGHTING 0 10/28/2011

DIVISION 28 – ELECTRONIC SAFETY AND

SECURITY

283111 DIGITAL, ADDRESSABLE FIRE ALARM SYSTEM 0 10/28/2011

DIVISION 31 - EARTHWORK

313116 TERMITE CONTROL 0 10/28/2011

ADDENDA:

ADDENDUM

NUMBER DESCRIPITION

REV.

NUMBER DATE

1 USFP Addendum 1 – 11.28.2011



OTHER:

DOCUMENT DESCRIPITION REV.

NUMBER DATE

1 SOILS REPORT: KCI TECHNOLOGIES, INC. 06/22/2011

2 Updated KCI Soils Report 06/30/11

3 TEMP. ELECTRICAL ASBUILT: BORRELL 07/27/2011

4 TEMP. ELECTRICAL ASBUILT: CHASTAIN-

SKILLMAN, INC. 08/31/2011

5 STORM WATER POLLUTION PREVENTION PLAN 09/09/2011

6 “2011-12-22 Revised Progress Set”: These drawings

have been used for various cost exercises for the GMP 12/22/2011



process and qualifications are noted as such. These

documents are a “progress set” that are not entirely

incorporated into the GMP because of the incomplete

nature of the drawings. As such, they have only been

used for reference on specific cost exercises.





Month, Year

The subsequent pages contain a detailed project schedule presented for review and comment. The schedule can

be summarized as:

Start Design: 11/22/2010

Anticipated Design Completion: 01/27/2012

Permitting and Approvals: 03/16/2012

Award of Trades: 03/19/2012

Start Construction (NTP): 03/19/2012

Substantial Completion of Construction: 03/21/2014

Certificate of Occupancy: 04/21/2014

Owner Acceptance and Move-In: 05/27/2014

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ing

45

45

13A

PR

12

15JU

N12

P2-2

085

Excavate

/FR

P C

ausew

ay B

twn C

entr

al P

ond 3

00-4

00

45

45

13A

PR

12

15JU

N12

P2-2

089

Excavate

/FR

P C

ausew

ay B

twn C

entr

al P

ond 4

00-5

00

45

45

13A

PR

12

15JU

N12

P2-2

090

Sto

rm P

ipin

g &

Str

uctu

res

84

84

13A

PR

12

10A

UG

12

P2-2

100

Chill

ed W

ate

r S

& R

Pip

ing

90

90

15M

AY

12

20S

EP

12

P2-2

095

Dew

ate

r/E

xcavate

& L

ine C

entr

al P

onds:

300 &

400

106

106

15M

AY

12

12O

CT

12

P2-2

908

Dew

ate

r/ E

xcavate

Sw

ale

@ P

onds 5

00,

600A

& 6

00B

106

106

15M

AY

12

12O

CT

12

P2-2

087

Excavate

/FR

P C

ausew

ay B

twn C

entr

al P

ond 2

00-3

00

45

45

18JU

N12

20A

UG

12

P2-2

110

Pota

ble

Wate

r /

Fire M

ain

50

50

19JU

L12

27S

EP

12

P2-2

140

Recla

imed W

ate

r P

ipin

g &

Sle

eves

50

50

19JU

L12

27S

EP

12

P2-2

120

Data

/ C

om

munic

ation

50

50

09A

UG

12

18O

CT

12

P2-2

130

Prim

ary

Ele

ctr

ic S

erv

ice

50

50

09A

UG

12

18O

CT

12

P2-2

150

Gas P

ipin

g &

Valv

es

50

50

09A

UG

12

18O

CT

12

P2-2

129

Pull

Fib

er

& T

erm

inate

(V

erizo

n)

15

15

19O

CT

12

08N

OV

12

ON

OV

DE

CJA

NF

EB

MA

RA

PR

MA

YJU

NJU

LA

UG

SE

PO

CT

NO

VD

EC

J-6

-5-4

-3-2

-11

23

45

67

89

Part

2 S

ite In

frastr

ucu

ture

95%

CD

's C

om

ple

te

Bid

Part

2 S

ite In

frastr

uctu

re 9

5%

& 1

00%

CD

's

Part

2 S

ite In

frastr

ucu

ture

100%

CD

's C

om

ple

te

Skan

ska G

MP

@ 1

00%

CD

's f

or

Part

2 S

ite In

frstc

r

GM

P A

pp

roval fo

r P

art

2 S

ite In

frastr

uctu

re P

kg

.

NT

P f

or

Part

s 2

Sit

e In

frastr

uctu

re P

ackag

e

Su

bm

it &

Ap

pro

ve / F

ab

& D

eliver

Str

uctu

res

Insta

ll &

Main

tain

Ero

sio

n S

ilt

Fen

cin

g

Su

bsta

nti

al C

om

ple

tio

n -

Part

2

Mo

biliz

e f

or

Sit

e In

frastr

uctu

re P

ackag

e

San

itary

Pip

ing

Excavate

/FR

P C

au

sew

ay B

twn

Cen

tral P

on

d 3

00-4

00

Excavate

/FR

P C

au

sew

ay B

twn

Cen

tral P

on

d 4

00-5

00

Sto

rm P

ipin

g &

Str

uctu

res

Ch

ille

d W

ate

r S

& R

Pip

ing

Dew

ate

r/E

xcavate

& L

ine C

en

tral P

on

ds:

300 &

400

Dew

ate

r/ E

xcavate

Sw

ale

@ P

on

ds 5

00, 600A

& 6

00B

Excavate

/FR

P C

au

sew

ay B

twn

Cen

tral P

on

d 2

00-3

00

Po

tab

le W

ate

r / F

ire M

ain

Recla

imed

Wate

r P

ipin

g &

Sle

eves

Data

/ C

om

mu

nic

ati

on

Pri

mary

Ele

ctr

ic S

erv

ice

Gas P

ipin

g &

Valv

es

Pu

ll F

iber

& T

erm

inate

(V

eri

zon

)

© P

rim

avera

Syste

ms,

Inc.

Data

Date

16JA

N12

Run D

ate

12JA

N12 1

6:1

7

PT

2A

US

F P

OL

YT

EC

HN

IC

PA

RT

2S

ITE

IN

FR

AS

TR

UC

TU

RE

Sh

ee

t 1

of

2

Acti

vit

y

ID

Cal

ID

Acti

vit

y

Descri

pti

on

Ori

g

Du

r

Rem

Du

r

Earl

y

Sta

rt

Earl

y

Fin

ish

P2-2

139

Set

Sw

itches,

X-f

orm

ers

, P

ull

Wire &

Term

(T

EC

O)

15

15

19O

CT

12

08N

OV

12

P2-2

160

Site P

ow

er

Conduit t

o L

ighting/E

merg

ency S

tns.

40

40

19O

CT

12

17D

EC

12

P2-2

170

Irrigation M

ain

s40

40

19O

CT

12

17D

EC

12

ON

OV

DE

CJA

NF

EB

MA

RA

PR

MA

YJU

NJU

LA

UG

SE

PO

CT

NO

VD

EC

J-6

-5-4

-3-2

-11

23

45

67

89

Set

Sw

itch

es, X

-fo

rmers

, P

ull W

ire &

Term

(T

EC

O)

Sit

e P

ow

er

Co

nd

uit

to

Lig

hti

ng

/Em

erg

en

cy S

tns.

Irri

gati

on

Main

s

© P

rim

avera

Syste

ms,

Inc.

Data

Date

16JA

N12

Run D

ate

12JA

N12 1

6:1

7

PT

2A

US

F P

OL

YT

EC

HN

IC

PA

RT

2S

ITE

IN

FR

AS

TR

UC

TU

RE

Sh

ee

t 2

of

2

Acti

vit

y

ID

Cal

ID

Acti

vit

y

Descri

pti

on

Ori

g

Du

r

Rem

Du

r

Earl

y

Sta

rt

Earl

y

Fin

ish

PR

EC

ON

ST

RU

CT

IO

N P

HA

SE

PA

RT

3:

HA

RD

SC

AP

E/P

AV

ING

, IR

RIG

AT

ION

/LA

ND

SC

AP

ING

GM

P P

RO

CE

SS

P3-1

000

Part

3 H

ard

/Pave/I

rrig

/Land 9

5%

CD

's C

om

ple

te0

009N

OV

11A

P3-1

005

Part

3 H

ard

/Pave/I

rrig

/Land 1

00%

CD

's C

om

ple

te0

027JA

N12*

P3-1

010

Bid

Part

3 H

ard

/Pave/I

rrig

/Land @

100 C

D's

25

25

30JA

N12

02M

AR

12

P3-1

020

Subm

it G

MP

for

Part

3 H

ard

/Pave/I

rrig

/Land

11

11

05M

AR

12

19M

AR

12

P3-1

030

GM

P A

ppro

val fo

r P

art

3 H

ard

/Pave/I

rrig

/Land

15

15

20M

AR

12

09A

PR

12

MIL

ES

TO

NE

S

P3-1

040

NT

P f

or

Site H

ard

scape/P

avin

g/I

rrig

'n/L

andscap'g

00

10A

PR

12

PR

OC

UR

EM

EN

T P

HA

SE

PA

RT

3:

HA

RD

SC

AP

E/P

AV

ING

, IR

RIG

AT

ION

/LA

ND

SC

AP

ING

SIT

E U

TIL

ITIE

S

P3-1

500

Shop D

raw

ing S

ubm

it &

Appro

ve/F

ab &

Deliv

er

90

90

10A

PR

12

15A

UG

12

CO

NS

TR

UC

TIO

N

PA

RT

3:

HA

RD

SC

AP

E/P

AV

ING

, IR

RIG

AT

ION

/LA

ND

SC

AP

ING

MIL

ES

TO

NE

S

P3-1

059

Insta

ll &

Main

tain

Ero

sio

n S

ilt F

encin

g285*

285*

16A

UG

12

01O

CT

13

P3-2

299

Substa

ntial C

om

ple

tion -

Part

30

028N

OV

13

SIT

E U

TIL

ITIE

S

P3-2

070

Mobili

ze f

or

Hard

scape/P

avin

g/I

rrig

'n/L

andscp'g

20

20

16A

UG

12

13S

EP

12

P3-2

080

Insta

ll S

leeves f

or

Futu

re U

tilit

ies

20

20

14S

EP

12

11O

CT

12

P3-2

090

Fin

al G

rade/P

roof-

roll

Rin

g R

oad R

eady f

or

Curb

s20

20

12O

CT

12

08N

OV

12

P3-2

100

Insta

ll C

urb

s @

Rin

g &

Serv

ice R

oad/P

ark

ing L

ots

54

54

09N

OV

12

30JA

N13

P3-2

110

Insta

ll C

rushcre

te B

ase @

Roads &

Park

ing L

ots

50

50

04JA

N13

14M

AR

13

P3-2

065

Sheet

Pile

/Exc/F

RP

Causew

ay @

Ponds 5

00,

600A

&B

60

60

15M

AR

13

07JU

N13

P3-2

150

Rem

ove C

onstr

. A

ccess R

oads &

Cra

ne P

ath

15

15

15M

AR

13

04A

PR

13

P3-2

120

Insta

ll Lig

ht

Pole

Bases

30

30

15M

AR

13

25A

PR

13

P3-2

130

Insta

ll C

anopy T

rees

30

30

15M

AR

13

25A

PR

13

P3-2

160

Insta

ll E

xte

nded H

aul /

Futu

re S

erv

ice R

oad

15

15

22M

AR

13

11A

PR

13

P3-2

140

Insta

ll Lig

ht

Pole

s &

Conducto

rs/T

erm

inate

30

30

05A

PR

13

16M

AY

13

P3-2

170

Dew

ate

r/ E

xcavate

& L

ine P

onds 5

00,

600A

& 6

00B

60

60

12A

PR

13

08JU

L13

P3-2

180

Bra

nch I

rrig

ation,

Valv

es &

Heads

60

60

09JU

L13

01O

CT

13

P3-2

190

Insta

ll P

lants

, S

hru

bs &

Gra

ss

60

60

09JU

L13

01O

CT

13

OC

TN

DJ

FM

AM

JJ

AS

ON

DJ

FM

AM

JJ

AS

ON

D-6

-5-4

-3-2

-11

23

45

67

89

10

11

12

13

14

15

16

17

18

19

20

21

Part

3 H

ard

/Pave/Irr

ig/L

an

d 9

5%

CD

's C

om

ple

te

Part

3 H

ard

/Pave/Irr

ig/L

an

d 1

00%

CD

's C

om

ple

te

Bid

Part

3 H

ard

/Pave/Irr

ig/L

an

d @

100 C

D's

Su

bm

it G

MP

fo

r P

art

3 H

ard

/Pave/Irr

ig/L

an

d

GM

P A

pp

roval fo

r P

art

3 H

ard

/Pave/Irr

ig/L

an

d

NT

P f

or

Sit

e H

ard

scap

e/P

avin

g/Irr

ig'n

/Lan

dscap

'g

Sh

op

Dra

win

g S

ub

mit

& A

pp

rove/F

ab

& D

eliver

Insta

ll &

Main

tain

Ero

sio

n S

ilt

Fen

cin

g

Su

bsta

nti

al C

om

ple

tio

n -

Part

3

Mo

biliz

e f

or

Hard

scap

e/P

avin

g/Irr

ig'n

/Lan

dscp

'g

Insta

ll S

leeves f

or

Fu

ture

Uti

liti

es

Fin

al G

rad

e/P

roo

f-ro

ll R

ing

Ro

ad

Read

y f

or

Cu

rbs

Insta

ll C

urb

s @

Rin

g &

Serv

ice R

oad

/Park

ing

Lo

ts

Insta

ll C

rush

cre

te B

ase @

Ro

ad

s &

Park

ing

Lo

ts

Sh

eet

Pile/E

xc/F

RP

Cau

sew

ay @

Po

nd

s 5

00, 600A

&B

Rem

ove C

on

str

. A

ccess R

oad

s &

Cra

ne P

ath

Insta

ll L

igh

t P

ole

Bases

Insta

ll C

an

op

y T

rees

Insta

ll E

xte

nd

ed

Hau

l / F

utu

re S

erv

ice R

oad

Insta

ll L

igh

t P

ole

s &

Co

nd

ucto

rs/T

erm

inate

Dew

ate

r/ E

xcavate

& L

ine P

on

ds 5

00, 600A

& 6

00B

Bra

nch

Irr

igati

on

, V

alv

es &

Head

s

Insta

ll P

lan

ts, S

hru

bs &

Gra

ss

© P

rim

avera

Syste

ms,

Inc.

Data

Date

16JA

N12

Run D

ate

12JA

N12 1

6:1

4

PT

3A

US

F P

OL

YT

EC

HN

IC

PA

RT

3H

AR

DS

CA

PE

/PA

VIN

G, IR

RIG

AT

ION

/LA

ND

SC

AP

ING

Sh

ee

t 1

of

2

Acti

vit

y

ID

Cal

ID

Acti

vit

y

Descri

pti

on

Ori

g

Du

r

Rem

Du

r

Earl

y

Sta

rt

Earl

y

Fin

ish

P3-2

200

Fin

al P

avin

g:

Rin

g &

Serv

ice R

oads/P

ark

ing L

ots

20

20

02O

CT

13

29O

CT

13

P3-2

300

Fin

al R

oadw

ay S

ignage &

Str

ipin

g20

20

30O

CT

13

28N

OV

13

OC

TN

DJ

FM

AM

JJ

AS

ON

DJ

FM

AM

JJ

AS

ON

D-6

-5-4

-3-2

-11

23

45

67

89

10

11

12

13

14

15

16

17

18

19

20

21

Fin

al P

avin

g:

Rin

g &

Serv

ice R

oad

s/P

ark

ing

Lo

ts

Fin

al R

oad

way S

ign

ag

e &

Str

ipin

g

© P

rim

avera

Syste

ms,

Inc.

Data

Date

16JA

N12

Run D

ate

12JA

N12 1

6:1

4

PT

3A

US

F P

OL

YT

EC

HN

IC

PA

RT

3H

AR

DS

CA

PE

/PA

VIN

G, IR

RIG

AT

ION

/LA

ND

SC

AP

ING

Sh

ee

t 2

of

2

Acti

vit

y

ID

Cal

ID

Acti

vit

y

Descri

pti

on

Ori

g

Du

r

Rem

Du

r

Earl

y

Sta

rt

Earl

y

Fin

ish

PR

EC

ON

ST

RU

CT

IO

N P

HA

SE

# 5

55 S

CIE

NC

E &

TE

CH

NO

LO

GY

BU

ILD

ING

GM

P P

RO

CE

SS

ST

-1000

# 5

55 S

&T

Build

ing 5

0%

CD

's C

om

ple

te0

028O

CT

11A

ST

-1010

Bid

# 5

55 S

&T

Build

ing @

50%

CD

's33

031O

CT

11A

14D

EC

11A

ST

-1020

Verify

GM

P B

udget

@ 5

0%

CD

's f

or

# 5

55 S

&T

Bld

g.

30

15D

EC

11A

19D

EC

11A

ST

-1022

Receiv

e #

555 S

&T

Build

ing P

rogre

ss S

et

00

14D

EC

11A

ST

-1024

NO

Bid

# 5

55 B

ldg P

rogre

ss S

et

- IN

CO

MP

LE

TE

DW

GS

16

019D

EC

11A

12JA

N12A

ST

-1026

NO

Subm

it G

MP

@ P

rogre

ss S

et

- IN

CO

MP

LE

TE

DW

GS

00

13JA

N12A

ST

-1030

NO

GM

P A

pprv

l @

Pro

gre

ss S

et

- IN

CO

MP

LE

TE

DW

GS

16

013JA

N12A

13JA

N12A

ST

-1035

# 5

55 S

&T

Build

ing 1

00%

CD

's C

om

ple

te0

027JA

N12

ST

-1036

Bid

# 5

55 S

&T

Build

ing @

100%

CD

's f

or

GM

P18

18

30JA

N12

22F

EB

12

ST

-1038

Skanska G

MP

@ 1

00%

CD

's f

or

# 5

55 S

&T

12

12

23F

EB

12

09M

AR

12

ST

-1050

GM

P A

pprv

l @

100%

CD

's f

or

# 5

55 S

&T

Bld

g6

609M

AR

12

16M

AR

12

PE

RM

ITT

ING

ST

-2010

SW

FW

MD

Perm

it30

12

15D

EC

11A

31JA

N12

ST

-2015

FE

DP

Perm

it30

19

15D

EC

11A

09F

EB

12

ST

-2020

Polk

Co.

Health P

erm

it30

19

15D

EC

11A

09F

EB

12

ST

-2000

US

F B

uild

ing P

erm

it20

20

30JA

N12

24F

EB

12

ST

-2005

Sta

te F

ire M

ars

hall

Perm

it30

30

30JA

N12

09M

AR

12

MIL

ES

TO

NE

S

ST

-1040

NT

P f

or

Constu

ction #

555 S

&T

Build

ing

00

19M

AR

12

PR

OC

UR

EM

EN

T P

HA

SE

# 5

55 S

CIE

NC

E &

TE

CH

NO

LO

GY

BU

ILD

ING

BU

ILD

ING

ST

RU

CT

UR

E

ST

-1500

Shop D

wg S

ubm

it &

Appro

ve -

Conc F

dns/S

tructu

re30

30

20M

AR

12

30A

PR

12

ST

-1540

Shop D

wg S

ubm

it &

Appro

ve -

ME

P/F

P C

oord

ination

30

30

20M

AR

12

30A

PR

12

ST

-1505

Shop D

wg S

ubm

it &

Appro

ve -

Cuplo

a S

teel/D

eckin

g45

45

20M

AR

12

21M

AY

12

ST

-1510

Shop D

wg S

ubm

it &

Appro

ve -

Cupola

Slo

ped G

laz'

g45

45

20M

AR

12

21M

AY

12

ST

-1515

Shop D

wg S

ubm

it &

Appro

ve -

Sky L

ights

45

45

20M

AR

12

21M

AY

12

ST

-1520

Shop D

wg S

ubm

it &

Appro

ve -

Perg

ola

s45

45

20M

AR

12

21M

AY

12

ST

-1525

Shop D

wg S

ubm

it &

Appro

ve -

Opera

ble

Shade L

vrs

45

45

20M

AR

12

21M

AY

12

ST

-1530

Shop D

wg S

ubm

it &

Appro

ve -

Perim

ete

r G

laz'

g S

ys

45

45

20M

AR

12

21M

AY

12

ST

-1535

Shop D

wg S

ubm

it &

Appro

ve -

Wate

rpro

ofing /

Roof

45

45

20M

AR

12

21M

AY

12

OC

TN

DJ

FM

AM

JJ

AS

ON

DJ

FM

AM

JJ

AS

ON

DJ

-4-3

-2-1

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

# 5

55 S

&T

Bu

ild

ing

50%

CD

's C

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ple

te

Bid

# 5

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CD

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Veri

fy G

MP

Bu

dg

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CD

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# 5

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Receiv

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555 S

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Bu

ild

ing

Pro

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ss S

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# 5

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CO

MP

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# 5

55 S

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op

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g S

ub

mit

& A

pp

rove -

Co

nc F

dn

s/S

tru

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re

Sh

op

Dw

g S

ub

mit

& A

pp

rove -

ME

P/F

P C

oo

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ati

on

Sh

op

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g S

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mit

& A

pp

rove -

Cu

plo

a S

teel/D

eckin

g

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g S

ub

mit

& A

pp

rove -

Cu

po

la S

lop

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Gla

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op

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g S

ub

mit

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pp

rove -

Sky L

igh

ts

Sh

op

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g S

ub

mit

& A

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Perg

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s

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pp

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Op

era

ble

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ad

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pp

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Peri

mete

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mit

& A

pp

rove -

Wate

rpro

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ng

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f

© P

rim

avera

Syste

ms,

Inc.

Data

Date

16JA

N12

Run D

ate

11JA

N12 1

4:1

3

SA

TC

US

F P

OL

YT

EC

HN

IC #

555

SC

IEN

CE

& T

EC

HN

OL

OG

Y B

UIL

DIN

GC

OR

E, S

HE

LL

& E

NV

EL

OP

E

Sh

ee

t 1

of

3

Acti

vit

y

ID

Cal

ID

Acti

vit

y

Descri

pti

on

Ori

g

Du

r

Rem

Du

r

Earl

y

Sta

rt

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y

Fin

ish

CO

NS

TR

UC

TIO

N

# 5

55 S

CIE

NC

E &

TE

CH

NO

LO

GY

BU

ILD

ING

MIL

ES

TO

NE

S

ST

-2299

Substa

ntial C

om

ple

tion #

555 S

& T

BU

ILD

ING

00

06JA

N14*

UN

DE

RG

RO

UN

D

ST

-3000

ME

P/F

P S

OG

Rough-I

n -

Nort

h25

25

09O

CT

12

12N

OV

12

ST

-3010

ME

P/F

P S

OG

Rough-I

n -

South

25

25

20N

OV

12

28D

EC

12

SL

AB

ON

GR

AD

E

ST

-3020

Wate

r B

arr

ier,

F/R

/P S

OG

- N

ort

h25

25

06N

OV

12

12D

EC

12

ST

-3030

Wate

r B

arr

ier,

F/R

/P S

OG

- S

outh

25

25

20D

EC

12

28JA

N13

BU

ILD

ING

ST

RU

CT

UR

E

ST

-2070

Mobili

ze D

eep F

oundation S

ubcontr

acto

r5

520M

AR

12

26M

AR

12

ST

-2080

Surv

ey &

Insta

ll B

uild

ing C

ontr

ol P

oin

ts5

520M

AR

12

26M

AR

12

ST

-2090

Insta

ll D

eep F

oundation T

est

Rock C

olu

mns

55

27M

AR

12

02A

PR

12

ST

-2100

Sta

tnam

ic T

est

/ R

esults

55

03A

PR

12

09A

PR

12

ST

-2120

Form

& P

our

Concre

te M

ock-u

ps

15

15

10A

PR

12

30A

PR

12

ST

-2110

Insta

ll V

ibro

-Repla

cem

ent

Colu

mns

30

30

10A

PR

12

21M

AY

12

ST

-2130

Excavate

Nort

h B

uild

ing P

ad t

o B

ott

om

of

Ftg

s5

501M

AY

12

07M

AY

12

ST

-2140

F/R

/P N

ort

h B

uild

ing F

ootings /

1st

Lift

Cols

30

30

08M

AY

12

19JU

N12

ST

-2145

F/R

/P N

ort

h B

uild

ing F

tgs/E

levato

rs/S

tairs

30

30

08M

AY

12

19JU

N12

ST

-2180

Backfill

to S

ubgra

de &

Com

pact

- N

ort

h10

10

13JU

N12

26JU

N12

ST

-2190

Shore

&

F/R

/P -

2nd F

loor

Nort

h30

30

27JU

N12

08A

UG

12

ST

-2192

ME

P/F

P -

2nd F

loor

Rough-I

n N

ort

h17

17

12JU

L12

03A

UG

12

ST

-2310

F/R

/P -

2nd F

loor

Colu

mns N

ort

h15

15

06A

UG

12

24A

UG

12

ST

-2370

Str

ip 2

nd F

loor

Shoring -

Nort

h15

15

15A

UG

12

05S

EP

12

ST

-2330

Shore

&

F/R

/P -

Low

er

& U

pper

Apro

n/R

oof

Nort

h30

30

15A

UG

12

26S

EP

12

ST

-2390

Re-S

hore

2nd F

loor

Shoring -

Nort

h15

15

24A

UG

12

14S

EP

12

ST

-2350

ME

P/F

P R

ough-I

n -

Low

er

& U

pper

Apro

n/R

oof

Nort

h17

17

29A

UG

12

21S

EP

12

ST

-2410

Insta

ll M

eta

l P

anel S

yste

m -

Terr

ace F

acia

Nort

h20

20

06S

EP

12

03O

CT

12

ST

-2430

Rem

ove 2

nd F

loor

Re-S

horing -

Nort

h5

502O

CT

12

08O

CT

12

ST

-2450

Str

ip L

ow

er

& U

pper

Apro

n/R

oof

Shoring -

Nort

h15

15

09O

CT

12

29O

CT

12

ST

-2570

Ere

ct

Cupola

Ste

el/M

eta

l D

eck R

oof

- N

ort

h25

25

09O

CT

12

12N

OV

12

ST

-2470

Insta

ll M

eta

l P

anels

: Low

& U

p R

oof

Facia

s N

ort

h20

20

18O

CT

12

14N

OV

12

ST

-2590

Ere

ct

Roof

Cupola

Slo

ped G

lazi

ng S

yste

m -

Nort

h20

20

13N

OV

12

12D

EC

12

OC

TN

DJ

FM

AM

JJ

AS

ON

DJ

FM

AM

JJ

AS

ON

DJ

-4-3

-2-1

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

Su

bsta

nti

al C

om

ple

tio

n #

555 S

& T

BU

ILD

ING

ME

P/F

P S

OG

Ro

ug

h-I

n -

No

rth

ME

P/F

P S

OG

Ro

ug

h-I

n -

So

uth

Wate

r B

arr

ier,

F/R

/P S

OG

- N

ort

h

Wate

r B

arr

ier,

F/R

/P S

OG

- S

ou

th

Mo

biliz

e D

eep

Fo

un

dati

on

Su

bco

ntr

acto

r

Su

rvey &

In

sta

ll B

uild

ing

Co

ntr

ol P

oin

ts

Insta

ll D

eep

Fo

un

dati

on

Test

Ro

ck C

olu

mn

s

Sta

tnam

ic T

est

/ R

esu

lts

Fo

rm &

Po

ur

Co

ncre

te M

ock-u

ps

Insta

ll V

ibro

-Rep

lacem

en

t C

olu

mn

s

Excavate

No

rth

Bu

ild

ing

Pad

to

Bo

tto

m o

f F

tgs

F/R

/P N

ort

h B

uild

ing

Fo

oti

ng

s / 1

st

Lif

t C

ols

F/R

/P N

ort

h B

uild

ing

Ftg

s/E

levato

rs/S

tair

s

Backfi

ll t

o S

ub

gra

de &

Co

mp

act

- N

ort

h

Sh

ore

& F

/R/P

- 2

nd

Flo

or

No

rth

ME

P/F

P -

2n

d F

loo

r R

ou

gh

-In

No

rth

F/R

/P -

2n

d F

loo

r C

olu

mn

s N

ort

h

Str

ip 2

nd

Flo

or

Sh

ori

ng

- N

ort

h

Sh

ore

& F

/R/P

- L

ow

er

& U

pp

er

Ap

ron

/Ro

of

No

rth

Re-S

ho

re 2

nd

Flo

or

Sh

ori

ng

- N

ort

h

ME

P/F

P R

ou

gh

-In

- L

ow

er

& U

pp

er

Ap

ron

/Ro

of

No

rth

Insta

ll M

eta

l P

an

el S

yste

m -

Terr

ace F

acia

No

rth

Rem

ove 2

nd

Flo

or

Re-S

ho

rin

g -

No

rth

Str

ip L

ow

er

& U

pp

er

Ap

ron

/Ro

of

Sh

ori

ng

- N

ort

h

Ere

ct

Cu

po

la S

teel/M

eta

l D

eck R

oo

f -

No

rth

Insta

ll M

eta

l P

an

els

: L

ow

& U

p R

oo

f F

acia

s N

ort

h

Ere

ct

Ro

of

Cu

po

la S

lop

ed

Gla

zin

g S

yste

m -

No

rth

© P

rim

avera

Syste

ms,

Inc.

Data

Date

16JA

N12

Run D

ate

11JA

N12 1

4:1

3

SA

TC

US

F P

OL

YT

EC

HN

IC #

555

SC

IEN

CE

& T

EC

HN

OL

OG

Y B

UIL

DIN

GC

OR

E, S

HE

LL

& E

NV

EL

OP

E

Sh

ee

t 2

of

3

Acti

vit

y

ID

Cal

ID

Acti

vit

y

Descri

pti

on

Ori

g

Du

r

Rem

Du

r

Earl

y

Sta

rt

Earl

y

Fin

ish

ST

-2595

Ere

ct

Sky L

ight

Gla

zing S

yste

m -

Nort

h20

20

13N

OV

12

12D

EC

12

ST

-2490

Ere

ct

Perg

ola

s -

Nort

h30

30

15N

OV

12

02JA

N13

ST

-2730

Perim

ete

r G

lazi

ng S

yste

m

Low

/Upper

Apro

ns N

ort

h30

30

15N

OV

12

02JA

N13

ST

-2710

Insta

ll 1st

Flo

or

Perim

ete

r G

lazi

ng S

yste

m N

ort

h30

30

13D

EC

12

28JA

N13

ST

-2610

Opera

ble

Roof

Shade L

ouvers

- N

ort

h40

40

13D

EC

12

11F

EB

13

ST

-2510

Wate

rpro

of/

Concre

te T

oppin

g @

Terr

ace -

Nort

h15

15

17D

EC

12

09JA

N13

ST

-2630

Cupola

Roof

/ U

pper

& L

ow

er

Apro

n R

oof

- N

ort

h30

30

29JA

N13

11M

AR

13

ST

-2150

Excavate

South

Build

ing P

ad t

o B

ott

om

of

Ftg

s5

522M

AY

12

29M

AY

12

ST

-2160

F/R

/P S

outh

Build

ing F

ootings /

1st

Lift

Cols

30

30

20JU

N12

01A

UG

12

ST

-2170

F/R

/P S

o.B

ldg F

tgs/E

levato

rs/S

tairs/A

ud.

Ris

ers

30

30

20JU

N12

01A

UG

12

ST

-2200

Backfill

to S

ubgra

de &

Com

pact

- S

outh

10

10

26JU

L12

08A

UG

12

ST

-2300

Shore

&

F/R

/P -

2nd F

loor

South

30

30

09A

UG

12

20S

EP

12

ST

-2302

ME

P/F

P -

2nd F

loor

Rough-I

n S

outh

17

17

23A

UG

12

17S

EP

12

ST

-2320

F/R

/P -

2nd F

loor

Colu

mns S

outh

15

15

18S

EP

12

08O

CT

12

ST

-2380

Str

ip 2

nd F

loor

Shoring -

South

15

15

27S

EP

12

17O

CT

12

ST

-2340

Shore

&

F/R

/P -

Low

er

& U

pper

Apro

n/R

oof

South

30

30

27S

EP

12

07N

OV

12

ST

-2400

Re-S

hore

2nd F

loor

Shoring -

South

15

15

08O

CT

12

26O

CT

12

ST

-2360

ME

P/F

P R

ough-I

n -

Low

er

& U

pper

Apro

n/R

oof

South

17

17

11O

CT

12

02N

OV

12

ST

-2420

Insta

ll M

eta

l P

anel S

yste

m -

Terr

ace F

acia

South

20

20

18O

CT

12

14N

OV

12

ST

-2440

Rem

ove 2

nd F

loor

Re-S

horing -

South

55

13N

OV

12

19N

OV

12

ST

-2460

Str

ip L

ow

er

& U

pper

Apro

n/R

oof

Shoring -

South

15

15

20N

OV

12

12D

EC

12

ST

-2580

Ere

ct

Cupola

Ste

el/M

eta

l D

eck R

oof

- S

outh

25

25

20N

OV

12

28D

EC

12

ST

-2480

Insta

ll M

eta

l P

anels

: Low

& U

p R

oof

Facia

s S

outh

20

20

03D

EC

12

02JA

N13

ST

-2600

Ere

ct

Roof

Cupola

Slo

ped G

lazi

ng S

yste

m -

South

20

20

31D

EC

12

28JA

N13

ST

-2605

Ere

ct

Sky L

ight

Gla

zing S

yste

m -

South

20

20

31D

EC

12

28JA

N13

ST

-2500

Ere

ct

Perg

ola

s -

South

30

30

03JA

N13

13F

EB

13

ST

-2740

Perim

ete

r G

lazi

ng S

yste

m

Low

/Upper

Apro

ns S

outh

30

30

03JA

N13

13F

EB

13

ST

-2720

Insta

ll 1st

Flo

or

Perim

ete

r G

lazi

ng S

yste

m S

outh

30

30

29JA

N13

11M

AR

13

ST

-2620

Opera

ble

Roof

Shade L

ouvers

- S

outh

40

40

29JA

N13

25M

AR

13

ST

-2520

Wate

rpro

of/

Concre

te T

oppin

g @

Terr

ace -

South

15

15

31JA

N13

20F

EB

13

ST

-2640

Cupola

Roof

/ U

pper

& L

ow

er

Apro

n R

oof

- S

outh

30

30

12M

AR

13

22A

PR

13

OC

TN

DJ

FM

AM

JJ

AS

ON

DJ

FM

AM

JJ

AS

ON

DJ

-4-3

-2-1

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

Ere

ct

Sky L

igh

t G

lazi

ng

Syste

m -

No

rth

Ere

ct

Perg

ola

s -

No

rth

Peri

mete

r G

lazi

ng

Syste

m L

ow

/Up

per

Ap

ron

s N

ort

h

Insta

ll 1

st

Flo

or

Peri

mete

r G

lazi

ng

Syste

m N

ort

h

Op

era

ble

Ro

of

Sh

ad

e L

ou

vers

- N

ort

h

Wate

rpro

of/

Co

ncre

te T

op

pin

g @

Terr

ace -

No

rth

Cu

po

la R

oo

f / U

pp

er

& L

ow

er

Ap

ron

Ro

of

- N

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Data

Date

16JA

N12

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11JA

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Data

Date

16JA

N12

Run D

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rim

avera

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Inc.

Data

Date

16JA

N12

Run D

ate

11JA

N12 1

4:1

8

SA

T3

US

F P

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EC

HN

IC #

555

SC

IEN

CE

& T

EC

HN

OL

OG

Y B

UIL

DIN

GIN

TE

RIO

R B

UIL

D-O

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RO

UG

H-I

NS

& F

INIS

HE

SSh

ee

t 2

of

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Acti

vit

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ID

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ID

Acti

vit

y

Descri

pti

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g

Du

r

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Du

r

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y

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Fin

ish

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030

Stu

ds/H

M F

ram

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DF

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st

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10

26M

AR

13

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035

Stu

ds/H

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ord

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CR

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20

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13

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065

Insta

ll O

/H &

In-W

all

ME

P/F

P R

/I -

1st

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&S

50

50

09A

PR

13

18JU

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027

Fra

me C

eili

ngs @

Bath

room

s -

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N&

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10

19JU

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02JU

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S2-2

037

Fra

me C

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Corr

idors

- 1

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N&

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30

19JU

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31JU

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039

Fra

me C

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- 1

st

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45

45

19JU

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21A

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13

S2-2

090

H&

F D

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all

Walls

@ C

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om

s -

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45

45

11JU

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12S

EP

13

S2-3

210

H&

F D

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all

@ B

ath

s &

Corr

idors

- 1

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N&

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45

25JU

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26S

EP

13

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075

H&

F D

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all

@ A

uditorium

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30

30

15A

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13

26S

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095

Pain

t D

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all

Walls

@ C

lassro

om

s -

1st

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10

10

06S

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13

19S

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t B

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06S

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13

03O

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13

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Insta

ll A

CT

Grid @

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s -

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20

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13S

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13

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mic

Tile

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20

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EP

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13

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13

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35

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13

09D

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13

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13

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Insta

ll D

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l N

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12D

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M F

ram

e B

ath

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l -

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10

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PR

13

22A

PR

13

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M F

ram

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lec.

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DF

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l -

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10

09A

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13

22A

PR

13

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235

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M F

ram

e P

art

itio

n W

alls

- 2

nd F

l -

N&

S20

20

23A

PR

13

20M

AY

13

S2-2

265

Insta

ll O

/H &

In-W

all

ME

P/F

P R

/I -

2nd F

l N

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50

50

23A

PR

13

02JU

L13

S2-2

047

Fra

me C

eili

ngs @

Bath

room

s -

2nd F

l -

N&

S10

10

03JU

L13

17JU

L13

S2-2

059

Fra

me C

upola

Hig

h C

eili

ngs -

2nd F

l -

N&

S30

30

03JU

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14A

UG

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Fra

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l -

N&

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45

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EP

13

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050

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all

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ath

room

s -

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l -

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10

18JU

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31JU

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2011

2012

2013

2014

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MA

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SO

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JF

MA

MJ

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ND

JF

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M-4

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23

45

67

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10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

Stu

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lec. &

MD

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EP

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Fra

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Cla

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Pain

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s -

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Pain

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Cla

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Cera

mic

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H&

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© P

rim

avera

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ms,

Inc.

Data

Date

16JA

N12

Run D

ate

11JA

N12 1

4:1

8

SA

T3

US

F P

OL

YT

EC

HN

IC #

555

SC

IEN

CE

& T

EC

HN

OL

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Y B

UIL

DIN

GIN

TE

RIO

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RO

UG

H-I

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& F

INIS

HE

SSh

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t 3

of

4

Acti

vit

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ID

Cal

ID

Acti

vit

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Descri

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Fin

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060

H&

F D

ryw

all

@ C

upola

Hig

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lngs -

2nd F

l -

N&

S35

35

18JU

L13

05S

EP

13

S2-4

059

Pain

t B

ath

room

s -

2nd F

l -

N&

S10

10

25JU

L13

07A

UG

13

S2-4

070

H&

F D

ryw

all

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l -

N&

S45

45

25JU

L13

26S

EP

13

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069

Pain

t @

Cupola

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lngs -

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l -

N&

S10

10

29A

UG

13

12S

EP

13

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Pain

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EP

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Acoustical P

anels

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upola

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nd F

l -

N&

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25

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EP

13

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CT

13

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mic

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room

s.

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l -

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S20

20

20S

EP

13

17O

CT

13

S2-4

065

ME

P/F

P T

rim

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l N

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20

20

20S

EP

13

17O

CT

13

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l -

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20

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CT

13

31O

CT

13

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099

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CT

13

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l N

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CT

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13

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310

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20

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CT

13

25N

OV

13

S2-6

410

Insta

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lass F

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l N

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20

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13

09D

EC

13

S2-6

430

Win

doow

Tre

atm

ents

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nd F

l N

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55

15N

OV

13

25N

OV

13

S2-6

500

Fin

al P

ain

ting -

2nd F

l N

&S

20

20

26N

OV

13

23D

EC

13

S2-6

510

Insta

ll S

ignage -

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l N

&S

20

20

26N

OV

13

23D

EC

13

S2-6

520

Fin

al C

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l N

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27

27

26N

OV

13

06JA

N14

TE

ST

ING

& C

OM

PL

ET

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S2-7

000

Build

ing C

om

mis

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45

22O

CT

13

27D

EC

13

S2-7

010

Test

& B

ala

nce

22

22

26N

OV

13

27D

EC

13

2011

2012

2013

2014

OC

TND

JF

MA

MJ

JA

SO

ND

JF

MA

MJ

JA

SO

ND

JF

MA

M-4

-3-2

-11

23

45

67

89

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

H&

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Pain

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Aco

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an

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ath

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ms. -

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d F

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ME

P/F

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rim

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Insta

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Do

ors

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Win

do

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ts -

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Insta

ll S

ign

ag

e -

2n

d F

l N

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Fin

al C

lean

ing

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Fl N

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Bu

ild

ing

Co

mm

issio

nin

g

Test

& B

ala

nce

© P

rim

avera

Syste

ms,

Inc.

Data

Date

16JA

N12

Run D

ate

11JA

N12 1

4:1

8

SA

T3

US

F P

OL

YT

EC

HN

IC #

555

SC

IEN

CE

& T

EC

HN

OL

OG

Y B

UIL

DIN

GIN

TE

RIO

R B

UIL

D-O

UT

RO

UG

H-I

NS

& F

INIS

HE

SSh

ee

t 4

of

4





Month, Year

CAMPUS PLANNING AND FACILITIES OPERATIONSPOLYTECHNIC

P:\9

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Oct

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#3#6

#5

#2#1

#4#7

USF

Polytechnic-SkanskaProject#239016

4700ResearchWay

Lakeland,FL33815

RickLee-Sr.Superintendent-813-917-1839

DavidCalhoun-ProjectEngineer-863-412-8374

JakeKrehbiel-ProjectManager-813-477-6660

MeoiPlummer-ProjectManager-813-918-2616

MarkMcLaughlin-ProjectExecutive-813-267-3857

ChuckJablon-VPOperations-813-477-5874

SafetyKleen-SpillVendor-888-375-5336

SkanskaField

Office

AED/1stAidKit/

SpillKit

WeatherEmergency

Evacuationlocations

Fire/Explosion

Evacuation

Location

1/12/11Rev

CAMPUS PLANNING AND FACILITIES OPERATIONSPOLYTECHNIC

P:\9

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LOG

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Janu

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- Ja

nuar

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