Administered by University of Maine System Office of Facilities Management REQUEST … ·...

Tow Carriage Mechanical/Electrical Request for Bids

Drive System (EDA Project #01-79-14106)

Administered by University of Maine System

Office of Facilities Management

REQUEST FOR BIDS (RFB)

RFB #OFM40-16

TOW CARRIAGE MECHANICAL/ELECTRICAL DRIVE SYSTEM

(EDA PROJECT #01-79-14106) A non-mandatory pre-bid meeting at 10:00am on Monday, August 8, 2016 at the Harold Alfond

Ocean Engineering Laboratory in the Advanced Structures and Composites Center.

Response Deadline Date/Time: Friday, August 12, 2016; 2:00pm

Response Submission Information:

University of Maine


c/o Carolyn McDonough

Director of Capital Planning & Project Management

5765 Service Building, Room 111

Orono ME 04469-5765

Contact Information:

Jeffrey Aceto

Asst. Dir. of FM for Construction Administration & Regulatory Compliance

Email: [email protected] Phone: (207) 581-2669

August 3, 2016

Tow Carriage Mechanical/Electrical of 10 Request for Bids #OFM40-16


Table of Contents SECTION 1.................................................................................................................................................. 3

1.0 General Information ...................................................................................................................... 3

1.1 Purpose ......................................................................................................................................... 3

1.2 Definition of Parties ...................................................................................................................... 3

1.3 Bid Pricing .................................................................................................................................... 3

1.4 Bid Award..................................................................................................................................... 3

1.5 Bid Submission ............................................................................................................................. 3

1.6 Other Federal Requirements ......................................................................................................... 4

SECTION 2.................................................................................................................................................. 6

2.0 Bid Terms...................................................................................................................................... 6

2.1 Payment Terms ............................................................................................................................. 6

2.2 Pricing ........................................................................................................................................... 6

2.3 Invoices ......................................................................................................................................... 6

2.4 Contact – Post Award ................................................................................................................... 6

2.5 Product / Service Delivery ............................................................................................................ 6

2.6 Order of Precedence ..................................................................................................................... 7

SECTION 3.................................................................................................................................................. 8

3.0 Specifications ................................................................................................................................ 8

3.1 Refer to Appendix C for primary, secondary and rotational drive systems Specifications and

project Drawings. ............................................................................................................ 8

Appendix A – University of Maine System Bid Vendor Page

Appendix B - Pricing

Appendix C – Specifications and Drawings

Appendix D – Certification Regarding Lobbying

August 3, 2016



SECTION 1

1.0 General Information 1.1 Purpose

The University of Maine is seeking bids to provide Tow Carriage

Mechanical/Electrical Drive System as defined in this document. This document

provides instructions for submitting proposals, the procedure and criteria by which the

Provider(s) will be selected, and the contractual terms which will govern the relationship

between the University and the awarded Respondent(s).

The project consists of the furnishing of three drive systems for a tow carriage to be

operated in the Wind-Wave (W2) basin located in the Harold Alfond Ocean Engineering

Laboratory at the University of Maine in Orono. The drive systems shall be

synchronized, automated and programmable, and are identified as primary, secondary

and rotational systems. The Work includes design, supplying materials, fabrication, and

delivering the systems and other efforts necessary to complete the Work. The Bid

includes furnishing the primary, secondary and rotational drive systems.

This project will be partially funded with Federal funds from the US Department of

Commerce, Economic Development Administration and therefore is subject to the

Federal laws and regulations associated with that program.

1.2 Definition of Parties The University of Maine System will hereinafter be referred to as the “University.”

Respondents to the RFB shall be referred to as “Respondent(s)” or “respondent(s)”. The

Respondent to whom the Contract is awarded shall be referred to as the “Contractor.”

1.3 Bid Pricing Refer to Appendix B for specific bid instructions/requirements.

1.4 Bid Award Award will be made on the basis of the sum of the lowest bid, provided that all other

requirements are satisfactorily met, including receipt of a bid as outlined in Appendix B.

Best and Final Offers: All Respondents are expected to provide their best value pricing

with the submission of their response. Respondents will not be given another opportunity

to modify pricing once submitted.

1.5 Bid Submission A SIGNED copy of this bid document must be submitted to the Office of Facilities

Management as follows:

1. Completion of Appendix A. Appendix A must be SIGNED as part of the

submission.

2. Bid submission will be submitted in hard copy to the address provided in the

Response Submission Information section of the cover page of this

document.

August 3, 2016



3. Submission must be received by the required Response Deadline/Time reflected

on the cover page of this document.

4. Respondent may attach company bid to their submission as supporting

information. Respondent is still required to complete Appendix B.

1.6 Other Federal Requirements 1. Equipment or products to be purchased with EDA grant award funds should be

American-made, to the greatest extent practicable. 2. Certification and Disclosure Regarding Payments to Influence Certain Federal

Transactions. The Lobbying Form is includes as Appendix D.

(a) Prohibition. 31 U.S.C. 1352 prohibits a recipient of a Federal contract, grant,

loan, or cooperative agreement from using appropriated funds to pay any person

for influencing or attempting to influence an officer or employee of any agency, a

Member of Congress, an officer or employee of Congress, or an employee of a

Member of Congress in connection with any covered Federal actions. In

accordance with 31 U.S.C. 1352 the Contractor shall not use appropriated funds

to pay any person for influencing or attempting to influence an officer or

employee of an agency, a Member of Congress, an officer or employee of

Congress, or an employee of a Member of Congress in connection with the award

of this contractor the extension, continuation, renewal, amendment, or

modification of this contract.

(b) Certification. The contractor, by signing its offer, hereby certifies to the best

of its knowledge and belief that no Federal appropriated funds have been paid or

will be paid to any person for influencing or attempting to influence an officer or

employee of any agency, a Member of Congress, an officer or employee of

Congress, or an employee of a Member of Congress on its behalf in connection

with the awarding of this contract.

(c) Disclosure. If any registrants under the Lobbying Disclosure Act of 1995

have made a lobbying contact on behalf of the contractor with respect to this

contract, the contractor shall complete and submit, with its offer, OMB Standard

Form LLL, Disclosure of Lobbying Activities, to provide the name of the

registrants. The contractor need not report regularly employed officers or

employees of the contractor to whom payments of reasonable compensation were

made.

(d) Subcontracts.

(1) The Contractor shall obtain a declaration, including the certification and

disclosure in paragraphs (b) and (c), Certification and Disclosure Regarding

Payments to Influence Certain Federal Transactions, from each person

requesting or receiving a subcontract exceeding $100,000 under this contract.

The Contractor or subcontractor that awards the subcontract shall retain the

declaration.

(2) A copy of each subcontractor disclosure form (but not certifications)

shall be forwarded from tier to tier until received by the Prime Contractor.

The Prime Contractor shall, at the end of the calendar quarter in which the

disclosure form is submitted by the subcontractor, submit to the Owner

August 3, 2016



within 30 days a copy of all disclosures. Each subcontractor certification

shall be retained in the subcontract file of the awarding Contractor.

(3) The Contractor shall include the substance of this clause, including this

paragraph (d), in any subcontract exceeding $100,000.

(e) Penalty. Submission of this certification and disclosure is a prerequisite for

making or entering into this contract imposed by 31 U.S.C. 1352. Any person

who makes an expenditure prohibited under this provision or who fails to file or

amend the disclosure required to be filed or amended by this provision, shall be

subject to a civil penalty of not less than $10,000, and not more than $100,000,

for each such failure.

END OF SECTION 1

August 3, 2016



SECTION 2

2.0 Bid Terms 2.1 Payment Terms

Unless otherwise specified in an attachment hereto, Payment shall be made upon

submittal of an electronic invoice to the University by the Contractor to the Contact listed

on the cover page of this document. All Progress Payments and Final Payment are

subject to the requirements of the “Maine Prompt Pay Act” Title 10 MRSA § 201-A, as

amended. Payments shall be made on a timely basis in accord with the requirements of

this Statute; however, the Contractor waives interest on any late payment.

2.2 Pricing All prices quoted shall remain firm and all-inclusive for the entire term of the

agreement. Pricing shall include, but not be limited to, all delivery and pick up fees,

and all other Transportation fees.

2.3 Invoices Unless otherwise specified in an attachment hereto, invoices and questions regarding

invoices will be directed to:

Walter Shannon, Project Manager


5765 Service Building

Orono ME 04469

Phone: 207-581-2628

Fax: 207-581-2665

Email: [email protected]

2.4 Contact – Post Award

Unless otherwise specified in an attachment hereto, the awarded respondent will Email

any notice to the person(s) listed below. This person will serve as receipt of the delivery

of the product / service.

Contact Name: Walter Shannon, Project Manager

Email: [email protected]

Telephone: (207) 581-2628

2.5 Product / Service Delivery The following detail the product / service delivery requirements to the awarded

respondent. As part of the submission of the bid the awarded respondent is committing to

these requirements.

Delivery: All components must be received by Wednesday, August 24, 2016.

Other: Vendor is required to deliver all license/maintenance keys and documentation

necessary to support the usage and record of the University of Maine System acquisition

within the delivery date/time specified above.

tel:207-581-2692

tel:207-581-2698

mailto:[email protected]

August 3, 2016



2.6 Order of Precedence In the event of any conflicts among the bid documents the following order of precedence

shall apply:

A. This Request for Bids (RFB), including the Appendix C Specifications and

Drawings.

B. Appendix A – University of Maine System Bid Vendor Page

C. Appendix B – Pricing

D. Respondent Attachments, as required.

END OF SECTION 2

August 3, 2016



SECTION 3

3.0 Specifications

3.1 Refer to Appendix C for primary, secondary and rotational drive systems Specifications

and project Drawings.

END OF SECTION 3

August 3, 2016



Appendix A – University of Maine System Bid Vendor Page

Organization Name:

Chief Executive – Name/Title:

Telephone:

Fax:

Email:

Headquarters Street Address:

Headquarters City/State/Zip:

Lead Point of Contact for Bid –

Name/Title:

Telephone:

Fax:

Email:

Street Address:

City/State/Zip:

This bid and the pricing structure contained herein will remain firm for a period of 90 days from the date and

time of the bid deadline date.

No personnel currently employed by the University or any other University agency participated, either directly

or indirectly, in any activities relating to the preparation of the Respondent’s quote.

No attempt has been made or will be made by the Respondent to induce any other person or firm to submit or

not to submit a quote.

The undersigned is authorized to enter into contractual obligations on behalf of the above-named organization.

The undersigned agrees, if awarded the bid, that delivery of all systems and components shall be no

later than August 24, 2016 (12 calendar days from Bid Date).

To the best of my knowledge all information provided in the enclosed quote, both programmatic and financial, is

complete and accurate at the time of submission.

Authorized Signature Date Name and Title (Typed)

END OF APPENDIX A

August 3, 2016



Appendix B – Pricing

TOW CARRIAGE MECHANICAL/ELECTRICAL DRIVE SYSTEM (EDA

PROJECT #01-79-14106)

The University is exempt from the payment of Federal Excise Taxes on articles not for resale and the

Federal Transportation Tax on all shipments. The Contractor shall quote less these taxes. Upon

application, exemption certificates will be furnished when required.

The base bid shall be based on the materials, methods, equipment and products, as specified.

Drive System Bid Amount

Primary Drive System $

Secondary Drive System $

Rotational Drive System $

TOTAL BID SUM $

END OF APPENDIX B

An ISO 17025 accredited testing laboratory

Accredited by international Accreditation Service

APPENDIX C – SPECIFICATIONS

Advanced Structures and Composites Center CONFIDENTIAL Telephone: 207-581-2123 35 Flagstaff Rd FAX: 207-581-2074 University of Maine [email protected] Orono, ME 04469 www.composites.umaine.edu

Tow Carriage Mechanical/Electrical Drive System (EDA Project #01-79-14106)

Technical Specifications for Mechanical/ Electrical Drive Systems

to Support a Model Test Tow-carriage

Prepared for: W2

Harold Alfond Ocean Engineering Laboratory

Advanced Structures and Composites Center

US EDA Project Number: 01-79-14106 Author Checked By Date Revision Notes

M. Cameron A. Viselli

A. Goupee

C. Libby

C. Urquhart

M. Fowler

7/22/2016 A Initial release to facilities

A. Cole A. Viselli 7/27/2016 B Addressed comments from UM Facilities

and included tow carriage drawings

M. Cameron A. Viselli 7/29/2016 C Added rotational drive system components

M. Cameron A. Viselli 8/3/16 D Issued for Bid

This report shall not be reproduced, except in full, without the written approval of

Advanced Structures and Composites Center.

Advanced Structures and Composites Center CONFIDENTIAL Technical Specifications for Tow Carriage Mechanical/ Electrical Drive System

(EDA Project #01-79-14106)

AEWC Advanced Structures and Composites Center Page 2 of 12 Request for Bids OFM40-16 – Appendix C www.aewc.umaine.edu

Contents 1. Introduction ................................................................................................................................. 3

2. Drive system loading, acceleration, and velocity requirements ................................................. 5

3. Drive system other requirements ................................................................................................ 6

4. Drive system instrumentation and controls ................................................................................. 8

5. Attachments: ............................................................................................................................. 12


(EDA Project #01-79-14106)


1. Introduction This report summarizes the technical specifications for three synchronized, automated,

and programmable drive systems for a tow carriage to be operated in the Wind-Wave (W2) basin

located in the Harold Alfond Ocean Engineering Laboratory at University of Maine in Orono.

The purpose of the tow carriage is to provide a means for conducting experimental towing of

offshore structures through the basin and providing personnel access to the basin. This report

outlines all specifications for the drive systems.

The drive systems and all associated safety, electrical, mechanical, and controls will be

provided by the bidder. Installation shall be provided under separate contract(s) which are

outside of EDA scope and funded separately. Figure 1 shows a conceptual drawing of the tow

carriage and drive systems installed in the basin. Three separate drive systems are required to

allow for two directions of linear travel and one rotational direction. The primary direction of

travel is 33.4m and is supported atop an existing concrete wall 18” wide. The plan is that the

primary drive system will occupy 23cm of space on top of the existing concrete wall. The

secondary direction of travel is 90 degrees from the primary direction and must move +/-2m

(total 4m of travel) off the center line of the basin and is to be supported off the tow-carriage. A

rotational drive system is required at the interface point between the carriage structure. The goal

of the three drive systems is to control the model ship in the plane of the water as shown in

Figure 2. The tow carriage structure itself will be provided by UMaine.

Figure 1. Tow Carriage System in W2 Wind Wave Basin at UMaine

Tow Carriage

(provided by UMaine)

Drive System 1 (Primary direction of travel)

Model Ship

Drive System 2

(Secondary

direction of travel)

Drive System 3

(rotational

direction of travel)


(EDA Project #01-79-14106)


Figure 2. Model three degrees of motion.

Specifically, the 3rd

party vendor will provide the following:

1. Drive system for primary direction of travel

a. Rails and mounts

b. Drive control system including electrical cabinet, motor, transmission, power

conditioners, cables from cabinet to system, etc.

c. Cable management system including room for UMaine instrumentation on board

the carriage

d. Safety systems to tie in with existing e-stop circuit and 2 stage light curtains for

one long side and one short side of the tank

2. Drive system for secondary direction of travel

a. Rails and mounts


conditioners, etc.


the carriage



3. Rotational drive system

a. Motor


conditioners, etc.


the carriage



e. Mounting


(EDA Project #01-79-14106)


4. Documented cut sheets of all systems.

5. Maintenance Plan

The following sections outline specific performance requirements.

2. Drive system loading, acceleration, and velocity requirements

Table 1, Table 2, Table 3, and Figure 3 present the key loading and acceleration requirements for

the drive systems for all three directions. These data are unfactored and are intended to be an

upper limit of the models to be tested in the basin. Appropriate factors of safety for the drive

system following relevant design codes for mechanical equipment shall be applied by the bidder

and clearly stated.

Figure 3. Tow Carriage System in W

2 Wind Wave Basin at UMaine Overall Layout

Table 1. Summary of Design Parameters for primary direction drive system

(note: the loads from secondary direction drive system are already included)

Carriage

Mass

(kg)

Sub-Carriage

Mass

(kg)

Model Mass

(kg)

Max Drag Load

(kN)

Max Acceleration

(m/s2)

Max Velocity

(m/s)

Case 1 1500 100 75 2 3.3 5

Case 2 1500 100 500 3 1.5 3


(EDA Project #01-79-14106)


Table 2. Summary of Design Parameters for secondary direction drive system:

Sub-Carriage

Mass

(kg)

Model mass

(kg)

Peak Drag X (kN)

Peak Drag in Y

(kN)

Max Transverse Acceleration

(m/s2)

Max Transverse Velocity

(m/s)

Case 1 100 155 2 2 1.5 3

Case 2 100 500 3 3 1.0 2

Table 3. Summary of Design Parameters for rotational direction drive system:

Sub-Carriage

inertia (kg m^2)

Moment of

inertia (kg m^2)

Peak Torque (N*m)

Max Rotational Acceleration

(Radians/s^2)

Max Rotational

speed

(Radians/s)

Case 1 5 90 200 /4 /2

Case 2 5 10 120 2 2

3. Drive system other requirements

Please see attached drawings showing the key dimensions for all drive systems, UMaine Tow

Carriage Drawings_REV2.pdf.

The following are requirements for the primary direction of travel.

1. The drive system will be a dual driven drive train from both sides of carriage. Single

sided drive trains are not allowed due to the potential of racking of the carriage. The drive

systems on either side of the tank shall be parallel to within 1.25cm.

2. The carriage bridge will not support drive motors’ weight or torque.

3. The drive system will experience dynamic loads in the towed direction with amplitude

half the static drag from the above table.

4. The drive system shall maintain the carriage speed within 2%.

5. For stationary test, a mechanical brake, or motor control will hold carriage stationary

under fully loaded conditions.

6. Rails on opposite walls will be parallel within 4 mm.

7. Rails will be horizontal within 4 mm.

8. Rails will be continuous or achieve continuity to allow for smooth motion within the

centered 60 ft.

9. Rails will prevent carriage from lifting up due to loading from models.

10. Rails will have minimal cross tank mechanical play.

11. During test, bump stops will be installed to prevent carriage from hitting wave maker and

opposite wall.


(EDA Project #01-79-14106)


12. Carriage shall be able to be stored above wave maker when not in use resulting in 33.4m

of travel.

13. Primary axis length of travel 33.4 m

14. Connection of the tow carriage bridge will be a bolted steel connection to be provided by

UMaine. Please see attached proposed connection detail in sheet 01.

15. The plan is for the width of the rack or drive system to be 23 cm and occupy

approximately half of the available space on the concrete support wall as shown below in

Figure 4

Figure 4 Tow carriage detail

16. Fatigue Life: Carriage should withstand 50,000 cycles at all load conditions

(approximately 20 yr life expectancy) All system parts shall be plated or coated so there

is rust prevention from moisture and splashes in a chlorine water environment.

17. Maintenance shall be easily done and adjustments in the bearing/ drive tension must be

able to be completed without system disassembly.

18. Multiple layered end stop protection (including software limits and hard stop limits).

a. Permanent hard stops located at all four rail ends

b. Pair of movable hard stops located in front of wave maker

c. Limited speed zone at on both ends of tank 4m from walls. When light curtain or

proximity sensors are triggered carriage will decelerate.

19. Safety.

a. As the carriage approaches 4m from the end of the tank, the drive system will

decelerate. Light curtains are the preferred method to detect this motion.

b. Light curtains are required 1m away from the wall outside of the tank to limit

access during operation. If a person enters this space, the tow carriage will slow

to a stop.

c. Guarding around the gears and any other powered moving parts such as lexan

clear shielding or approved equal.

Drive System occupies approximately half of

concrete support wall


(EDA Project #01-79-14106)


The following are requirements for the secondary direction of travel.

1. Secondary axis will be a driven drive train that is supported in the middle of the two

primary structural members of the tow carriage.

2. For a stationary test, a mechanical brake will hold drive system stationary under fully

loaded conditions.

3. Rail will be horizontal within 4 mm.

4. Rail will be continuous.

5. Rail will prevent drive system from lifting up due to loading from models.

6. Drive train will have a backlash prevention device.

7. Connection of the drive system to the tow carriage will be determined working with

UMaine. Conceptual connections are included in the attached drawings.

8. The secondary axis should provide driven travel +/-3m off the center line.

9. Fatigue Life: Drive system shall withstand 50,000 cycles at all load conditions

(approximately 20 yr life expectancy)

10. All system parts should be plated or coated so there is rust prevention from moisture and

splashes in a chlorine water environment.



The following are requirements for the rotational drive system

1. The drive system will provide yaw control of model

2. Third axis will be a single driven drive train over the sub-carriage

3. For a stationary test, a mechanical brake will hold drive system stationary under fully

loaded conditions.

4. Drive system will have a backlash prevention device. Connection of the drive system to

the sub carriage will be determined working with UMaine. Conceptual connections are

included in the attached drawings.

5. Fatigue Life: Drive system should withstand 50,000 cycles at all load conditions

(approximately 20 yr life expectancy)

6. All system parts shall be plated or coated so there is some rust prevention from moisture

and splashes in a chlorine water environment.



4. Drive system instrumentation and controls The following are requirements pertaining to the control and instrumentation output of the drive

systems.

1. An analog output of carriage position to W2’s LabVIEW DAQ

2. All electrical cabinets and cable management systems must have 30% open capacity for

future expansion.


(EDA Project #01-79-14106)


3. Supply voltage will be 480v 3 phase, which shall be supplied with a disconnect by the

University.

4. Control system architecture to be accessible by University staff so as to be customizable

for tests. The system will be an Allen Bradley PLC architecture or approved equal and

use Ethernet/IP protocol.

5. Tow carriage system will also include plunger-type, emergency stop system along both

sides and ends of the tank at 10 meter intervals that will stop the carriage in the event of a

need for a critical stop

6. All component parts shall be rated for continuous operation in an aquatic environment

(not submerged)

7. Emergency stop system will be capable of activation upon fire alarm system. Upon e-

stop activation carriage needs to stop in the fastest way possible.

8. Supply a light curtain system for the tank on one short side and one long side. Light

curtains to be attached to the concrete floor out from the tank corners but shall be

removable when the carriage is not in use. Light curtains shall have indicator lights at

four locations around basin room for warning of system activation. Controls and modes

of operation for primary direction of travel drive system

a. Lock out tag out procedures need to be in place to switch in-between modes

b. Manual mode

i. Limited to slow speeds only 0.75m/s

ii. Wireless controller

c. Automated test mode

i. Tow carriage equipment shall be digitally controlled

ii. Ramp and other drive parameters shall be capable of configuration via

Ethernet/IP

iii. LabVIEW will provide the following test parameters to tow carriage

controller

1. Acceleration

2. Max Velocity (please see example below in Figure 5)

3. Stopping location or time at MaxV.


(EDA Project #01-79-14106)


Figure 5 Example of velocity profile for resentence and sea keeping test

9. Synchronous controls of all three directions

a. All three drives must work together to perform maneuvering test controlling

model position in the tank (X, Y) and modal Yaw ()

b. The operator shall be able to input the three equations as a function in time to

achieve the correct maneuvering path.

c. All three axis position will be record by the facilities DAQ using a bidder

supplied analog signal

d. Examples travel paths demonstration of the motion of the model using all three

drive systems are shown below in Figure 6, Figure 7, and Figure 8. These figures

are intended to give the bidder an impression of the functionality of the control

system.

Figure 6 Travel path down the tank with locked ship heading

X(t)=A*t+B Sin(ω t)

Y(t)=B*Cos(ω t)

Θ(t)=C


(EDA Project #01-79-14106)


Figure 7 Travel path down the tank with changing ship heading

Figure 8 Circular travel path with changing ship heading

Technical Questions are to be forwarded in writing to:

Jeffrey T. Aceto, P.E.,

Assistant Director of Facilities Mgmt for Construction Administration & Regulatory Compliance

Phone: (207) 581-2669

[email protected]

X(t)=A*t +B* Sin(ω t)

Y(t)=B*Cos(ω t)

Θ(t)=ArcTan(X`/Y`)+C

X(t)=A* Sin(ω t)

Y(t)=B*Cos(ω t)

Θ(t)=ArcTan(X`/Y`)+C

mailto:[email protected]


(EDA Project #01-79-14106)


5. Attachments: 1. Tow Carriage General Arrangement Drawings, rev. 2, “Issued for Bid”, 8/3/16:

Drawing 01 – Tow Carriage Details & Conceptual Connection to Drive System for

Primary Direction of Travel

Drawing 02 – Tow Carriage Details & Conceptual Connection to Drive System For

Secondary Direction of Travel with Rotational Control of Towing Arm

2. Architectural Drawings, for informational use only, by SMRT Architects/Engineers, Record

Drawings:

Drawing AE101; Rev. 2, “Issued for SI-021”, 10/28/14

Drawing AE301; Rev. 0, “Issued for Construction”, 4/4/14

Drawing SP01; Rev. 3, “Issued for SI-03r”, 8/7/14

Drawing SP02; Rev. 3, “Issued for SI-03”, 7/28/14

Drawing EP101; Rev. 3, “Issued for SI-21”, 10/28/14

Drawing EY101; Rev. 1, “Issued for SI-14”, 10/8/14

END OF APPENDIX C

9324

668

9007 457 457

230 (PREFERRED WIDTH OF DRIVE SYSTEM)

120 APPROXIMATE HEIGHT

OF DRIVE SYSTEM &MOUNTING POINT

1400

A

A

DRIVE SYSTEM(SUPPLIED BY BIDDER)

CONCRETEBASIN WALL

STEEL PINNED CONNECTION(SUPPLIED BY UMAINE, SEE ITEM 1)

DRIVE SYSTEM MOUNTING POINT (SUPPLIED BY BIDDER)

ELEVATION VIEWSCALE 1 : 12

ELEVATION VIEW 1SCALE 1 : 2

ELEVATION VIEW 2SCALE 1 : 2

65

73 127

127

ATTACHMENT HOLE PATTERN T.B.D. BY BIDDER

PLAN VIEWSCALE 1 : 2

ISOMETRIC VIEWSCALE 1 : 3

1219

SECTION A-AELEVATION VIEW

SCALE 1 : 12

STEEL PINNED CONNECTION(SEE ITEM 1)

DRIVE SYSTEM MOUNTING POINT

DRIVE SYSTEMCONCRETEBASIN WALL

1346


PRIMARY DIRECTION OF TRAVEL (33.4m)

SECONDARY DIRECTION OF TRAVEL (4m)

ROTATIONAL DRIVE SYSTEM (360 DEGREES)

ITEM 1

ALL ITEMS TO BE SUPPLIED BY BIDDER SHOWN IN RED

NOT FOR CONSTRUCTION

D

C

B

A

8 7 6 5 4 3 2 1

DESIGNED

DRAWN

CHECKED

APPROVED

TITLE:

SHEET NO.

SCALE:

CONFIDENTIAL INFORMATION:DO NOT DISTRIBUTE

THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF THE

UNIVERSITY OF MAINE. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF THE UNIVERSITY OF MAINE IS

PROHIBITED.

REVISIONS

NAME DATE

PROJ. NO.

UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN MILLIMETERS

SIZE

D

AS NOTED

NO.APPROVED BY:

DATE:

REV

E

78 6 4 3 2 1

A

B

C

D

E

01 2

AJC

AMV

07/27/16

07/27/16

INITIAL RELEASE0 AMV07/27/16

NOTES:

ADDED ROTATIONAL DRIVE SYSTEM1 AMV

07/29/16

5

2 ISSUED FOR BID

AMV08/03/16

TOW CARRIAGE DETAILS & CONCEPTUALCONNECTION TO DRIVE SYSTEM FOR

PRIMARY DIRECTION OF TRAVEL

Sherri

Typewritten Text


4000SECONDARY TRAVEL RANGE

B

B

CC


STEEL SUB-CARRIAGE

SECONDARY DRIVE SYSTEM

ALL ITEMS TO BE SUPPLIED BY BIDDER SHOWN IN RED

102 150 STEEL SUB-CARRIAGE FRAME

(SUPPLIED BY UMAINE)

DRIVE SYSTEM MOUNTING POINT

DRIVE SYSTEM

JOIST

LINEAR BEARING

LINEAR RAIL

STEEL SUB-CARRIAGE FRAME (SUPPLIED BY UMAINE)

SECTION C-CELEVATION VIEW

SCALE 1 : 8

508

960

1320

SECTION B-BELEVATION VIEW

SCALE 1 : 8

STEEL SUB-CARRIAGE FRAME (SUPPLIED BY UMAINE)

SECONDARY DRIVE SYSTEM MOUNTING POINT

SECONDARY DRIVE SYSTEM

JOIST

CIRCULAR SHAFT TOWING ARM

LINEAR BEARING & RAIL

ROTATIONAL CONTROLDRIVE MOTOR

SPLINE SHAFT

FEMALE SPLINE BEARING (FIXED TO SUB-CARRIAGE FRAME)

TIMING BELT

LINEAR SLEEVE BEARING

ROTATIONAL DRIVE SYSTEM

RIGID ARM

MODEL SHIP ATTACHMENT POINT

NOT FOR CONSTRUCTION

D

C

B

A

8 7 6 5 4 3 2 1

DESIGNED

DRAWN

CHECKED

APPROVED

TITLE:

SHEET NO.

SCALE:

CONFIDENTIAL INFORMATION:DO NOT DISTRIBUTE

THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF THE

UNIVERSITY OF MAINE. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF THE UNIVERSITY OF MAINE IS

PROHIBITED.

REVISIONS

NAME DATE

PROJ. NO.

UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN MILLIMETERS

SIZE

D

AS NOTED

NO.APPROVED BY:

DATE:

REV

E

78 6 4 3 2 1

A

B

C

D

E

02 2

AJC

AMV

07/27/16

07/27/16

INITIAL RELEASE0 AMV07/27/16

NOTES:

ADDED ROTATIONAL DRIVE SYSTEM1 AMV

07/29/16

5

2 ISSUED FOR BID

AMV08/03/16

TOW CARRIAGE DETAILS & CONCEPTUALCONNECTION TO DRIVE SYSTEM FORSECONDARY DIRECTION OF TRAVEL

WITH ROTATIONAL CONTROL OF TOWING ARM

Sherri

Typewritten Text


UP

UP

FUTUREROBOTICS LAB

102

AE201 A1 AE201F1

AE201

M1

TANK LAB101

A4

AE301

A

B

431

H

C

D

E

F

G

2

(2) WAVE MAKERELECTRICAL CABINETS (NIC)

2.5 3.5

J10

AE301

A14

AE310

AE210 H7A7

H1

A1

TANK PUMPROOM &UTILITY

ENTRANCE105

W TLT103

M TLT104

A14

AE311

A5

AE310

103

104

105

101e

102c

101b

25' - 0 3/4" 27' - 8 1/2" 29' - 11 1/4"

8' - 6" 10' - 8 3/4"

20' -

11

3/4"

21' -

2"

21' -

2"

21' -

2"

21' -

2"

21' -

5"

16' -

2 1

/2"

A14

AE312

A9

AE312

7' - 8"

AE202F1

AE202

M1

6' - 8

"

7' - 2"

1' - 4

"2'

- 10"

3' - 5

"

7' - 11"

5' - 9"

6' - 1

1/2

"

5' - 9

"

101a

4' - 10" 1' - 1"

A4

AE311

1' - 1 1/4" +'/-

A5

AE311

S2F2

S1

F2

F1

F1

S3

8' - 10"

102d

AE502E1

AE502E1

OPP.

AE502A5

AE101G18

A1

AE310

A1

AE311

RELOCATED CONDENSINGUNIT, RE: MECH.

MOUNT TO EXISTING WALL& SEAL WEATHER TIGHT

F1

AE612A9

AE502A5

OPP.AE502

A5

SIM

102e

AE502E5

AE502E5

EQEQ1

102b

HATCHED AREA INDICATESEXTENT OF

ALTERNATE #5

101c

3' - 4 3/4"

N1

AE502

N5

AE502

N5

AE502

N5

AE502

N5

AE502

N5

AE502

CENTER ON FLOOR DRAIN4'-6" +/-

CENT

ER O

N FL

OO

R DR

AIN

10'-8

" +/-

CENT

ER O

N FL

OO

R DR

AIN

8'-11

" +/-

CENT

ER O

N FL

OO

R DR

AIN

8'-4"

+/-

CENT

ER O

N FL

OO

R DR

AIN

9'-10

" +/-

CENTER ON FLOOR DRAIN3'-11" +/-

2

2

2

2

2

2

GENERAL NOTES:1. FOR PROJECT GENERAL NOTES RE: GI0012. FOR TANK BASIN AND PUMP ROOM INFORMATION RE: SP DRAWINGS

1

W TLT103

M TLT104

23

4

85

6

9 7

1

2

4

85

6

9 7

TOILET ACCESSORIES:1. GRAB BARS (36" BACK, 42" SIDE, 18" VERTICAL)2. TOILET PAPER DISPENSER3. SANITARY NAPKIN DISPOSAL4. PAPER TOWEL DISPENSER5. WALL MIRROR6. SHELF - 18" x 6"7. TRASH RECEPTICAL8. SOAP DISPENSER9. CPAT & ROBE HOOK x2

A

B

C

D

E

F

G

H

J

K

L

M

N

P

R

S

A

B

C

D

E

F

G

H

J

K

L

M

N

P

R

S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17C COPYRIGHT 2008 SMRT INC.

CURRENT ISSUE STATUS:

0" 1"PROJECT MANAGER:

PROJECT No.

A/E OF RECORD:

JOB CAP/DRAWN:

SCALE:

GRAPHIC SCALE:

DATE:

SHEET No.

144 Fore Street/P.O. Box 618

Portland, Maine 04104

tel. (207) 772-3846

fax. (207) 772-1070PLANNING

COMMISSIONING

INTERIOR DESIGN

ARCHITECTURE

ENGINEERING

www.smrtinc.com

PROJECTNORTH

MAG

NORT

H

EDA AWARD NO. 01-79-14106

As indicated

ADDITION TO ADVANCED STRUCTURES ANDCOMPOSITES CENTER - WIND/WAVE RESEARCH FACILITY

ORONO, MAINE

FIRST LEVEL - FLOOR PLAN

DAM

13002

GWV

DAM

AE101

04-04-14

SI-2110-28-14

1/8" = 1'-0"A1 LEVEL 1

1/4" = 1'-0"G18 ENLARGED PLAN - TOILET ROOMS

KEY NOTES

1 WALL MOUNTED CARD READER.AS PART OF ALT. 3: COORDINATE MOUNTING OF CARD READERIN ALUMINUM FRAME.

0 ISSUED FOR CONSTRUCTION 04-04-14

ALTERNATE #6

ALTERNATE #6

1 ISSUED FOR SI-002 07-17-14

REV. DESCRIPTION DATE

2 SLOPE BOTTOM OF LOWEST TEAR OF CHANNEL TO FLOOR DRAIN

2 ISSUED FOR SI-021 10-28-14

SupplementalInstruction

SMRT | 144 Fore St Portland ME 04101 United States

Page 1 of 2

PROJECT UMaine Wind & Wave Research Facility13002

DATE SENT 3/20/2015

SUBJECT Removal of Control Room toilets SUPPLEMENTAL INSTRUCTION ID

SI-00019R4

TYPE Supplemental Instruction TRANSMITTAL ID 00916

PURPOSE For Construction VIA Info Exchange

FROM

NAME COMPANY EMAIL PHONE

Graham Vickers SMRT [email protected] 207-772-3846

TO


Bruce Cummings Cianbro Corporation [email protected] 207-992-9374

Anthony Passmore Cianbro Corporation

Anthony Passmore <[email protected]>

207-679-7155

Tammy Vance Cianbro Corporation

Tammy Vance <[email protected]> 207-992-9374

Brett Dyer Cianbro Corporation [email protected] 207-679-7155

The work shall be carried out in accordance with the following information which is issued as a clarification or interpretation of the Contract Documents. This is not a direction to proceed with work which modifies the Contract Sum or Contract Time. Proceeding with the Work in accordance with this supplemental instruction indicates your acknowledgement that there is no Change in Contract Sum or Contract Time.

DESCRIPTION: This SI supersedes SI-00019R, SI-00019R1, SI-00019R2 and SI-00019R3. Unless otherwise noted below all parts of Alternate #6 are no longer part of the project except the under slab plumbing. Unless otherwise noted below, all changes indicated in SI-19R through SI-19R3 are no longer part of the project. All scope items indicated in SI-19 are still part of the project.

Door 101a: Proceed with 3'-0"x7'-0" door indicated in SI-19R See attached updated SF203 for updated steel framing along '2' line All under slab plumbing indicated in SI-19 is to be installed and

capped above floor slab Provide a credit and return all materials associated with Alternate #6.



Page 1 of 2


DATE SENT 2/5/2015

SUBJECT New OH door in Lieu of Reused OH door

SUPPLEMENTAL INSTRUCTION ID

SI-00033



FROM



TO





207-679-7155





DESCRIPTION: Door #101b was documented as a reused existing 10'x10' Sectional overhead door to be provided by the owner. That existing door is no longer a viable option. Contractor to provide a new 10'x10' overhead sectional door in its place, identical to door #102b.

REMARKS SUMMARY:

COPIES:



Page 1 of 2


DATE SENT 3/20/2015

SUBJECT Remove Slab and VB from Robotics lab north of C line


SI-00039



FROM



TO





207-679-7155





DESCRIPTION: Alternate #5, adding a concrete floor to the robotics lab 102 north of C line, is no longer accepted as part of the project. Additionally the Vapor retarder barrier, indicated in the Base Bid (012300 3.1-E), at this location is also removed from the project. Proceed with the installation of the concrete floor as specified and detailed south of C line in the Robotics Lab 102. Proceed with a 6" slab with welded wire fabric reinforcement as specified with vapor retarder at the location of electrical service - Size of the slab is to be as necessary for the electrical equipment. No raised housekeeping slab is necessary.

REMARKS SUMMARY:

Request For Information

Project [1013101] - W2 Wind/Wave

Research Facility

View Date 4/1/2015

Date 3/17/2015

Cianbro35 Flagstaff Road

Orono, ME 04469 RFI No. 00088

Primary Responder David MainsSMRT, Inc.

144 Fore Street

P.O. Bxo 618Portland, ME 04104

USAPhone: (207) 772-3848

Fax: (207) 772-1070

CC Bruce Cummings (Cianbro) Brett A. Dyer (Cianbro)

Anthony Passmore (Cianbro)

Tammy Vance (Cianbro)

From Brett A. Dyer

Cianbro

Date 3/17/2015

Status Closed

Resolved Date

Reason for Request Insufficient Information

Action Requested Clarification

Probable Cost Effect Unknown

Probable Time Effect Unknown

Priority High

Response Due 3/20/2015

Subject CL of Door 101a From B Line

Drawing No. AE101 Detail No.

CSI Code Other Ref. No. SI 19r

Information Requested

Please confirm door 101a is located 3' - 2" from B line to the center of the door?

Recommendation

Response Information

Responder Date Response

David Mains 3/19/2015 Door 101a is to be located between the two C6X8.2 girts indicated on SF203, however for layout purposes before those members are installed, the door

centerline can be assumed to be located 3'-2" south of column line B.

Disclaimer

Notes

David Mains (SMRT, Inc.) 3/19/2015

Authorized Signature Printed Name Date

Page 1 of 2Request For Information

4/1/2015https://secure.constructware.com/Common/View/Document_Display.asp?DocumentType=7...

sdow

Typewritten Text


sdow

Typewritten Text


J

1/3

CP

F

M

J

J

CP

J

SB

CP

J

J

J

CP

J

J

J

VFD

15

J

J

J

J

2

2J

CP

1/4

M

J

4321 3.52.5

H

G

F

E

D

C

B

A

TANK LAB101

FUTUREROBOTICS LAB

102

WP WP

WP

WP

WP

WPWP

WP

WP

1

1

TANK PUMPROOM &UTILITY

ENTRANCE105

W TLT103

M TLT104

E.H

E.G

E.F

E.13 E.14 E.15 E.16 E.17 E.18 E.19

PWW1208Y/120V

225A

HWW1480Y/277V

225A

EP101A11

7

WP

PWW1 -12

FWE3

SP

3

8

4#4/0 AWG &#4 GND, 2 1/2"CMDP-WW

WIND GENERATORDISCONNECT

HTR

1 PWW1 -8

PWW1 -5

PWW1 -5

PWW1 -5PWW1 -7

PWW1 -7PWW1 -3

PWW1 -13

PWW1 -3

2

PWW1 -10

PWW1 -3

4

PWW1 -14

WP

WPWP WP WP

WP

WP

PWW1 -21

PWW1 -23

PWW1 -25

PWW1 -21

PWW1 -15

PWW1 -17

PWW1 -15

PWW1 -17

PWW1 -15PWW1 -13PWW1 -14

4

9

9

PWW2208Y/120V

225A

TT-PWW1, 75 KVA

MDP-WW480Y/277V

1200A

PWW1 -19

PWW1 -29

PWW1 -29PWW1 -21

PWW1 -19

PWW1 -23

PWW1 -25

PWW1 -27

PWW1 -27

PWW1 -25

PWW1 -23

PWW1 -19

PWW1 -29

PWW1 -27

PWW2 -1,3,5

FWE

10 FWE

60A10

BRIDGE CRANECONTROL PANEL

4#8 AWG &#10 GND, 3/4"C

MDP-WW

6

6

MDP-WW

4#6 AWG & #10 GND, 1"C

4#6 AWG & #10 GND, 1"C

MDP-WW

WAVE EQUIPMENTCONTROLLER (TYP.2)

4-4"C CENTER 4'-5"BELOW TOP OF TANK

PWW1-22

PWW1-24

400AS225AF

13

4#12 AWG & #12 GND, 3/4"C

WP

WP

WPWP

WPWP

WPWP

WPWP

WPWP

PWW1 -13

PWW1 -15

PWW2 -12PWW2 -12

PWW2 -10 PWW2 -14

PWW2 -10PWW2 -14

PWW2 -12PWW2 -12

PWW2 -10PWW2 -14

12PWW2 -13,15,17

11

PWW2 -6,8

ALTERNATE #2SEE NOTES ON ALTERNATES

WP

PWW1 -1711

PWW2 -2,4

12PWW2 -7,9,11

PWW1 -7

14

PWW2 -18

PWW2 -16

PWW1 -14

4

9

9

PWW2 -1,3,5

FWE

ALTERNATE #6SEE NOTES ON ALTERNATES

15

15

0'-5

"

0'-1

0"

0'-1

0"

0'-1

0"

PWW1 -14

4

4

B

A

E.H

MDP-WW

3#8 AWG & #10 GND, 3/4"C

FWE

5

RMF CONTROLLER

PWW1 -20

5

PWW1 -16

TANK CHEMISTRYCONTROLLER

SP

1

SP

2

3#12 AWG &#12 GND, 3/4"C

FWE

HWW1 -19,21,23

5

PWW1 -16

4

PWW1 -14

5

PWW1 -18

TANK CHLORINATOR

5

60A4X

MDP-WW3#8 AWG &#10 GND,3/4"C

UV SYSTEMCONTROLLER

PWW1 -1

PWW1 -1

PWW1 -1

PWW1 -1

5

WATER LEVELCONTROLLER

PWW1 -4

3R

SPRINKLER EXCESSPRESSURE PUMP

5

PWW2 -28

FLOW METER

A

B

C

D

E

F

G

H

J

K

L

M

N

P

R

S

A

B

C

D

E

F

G

H

J

K

L

M

N

P

R

S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17




PROJECT No.

A/E OF RECORD:

JOB CAP/DRAWN:

SCALE:

GRAPHIC SCALE:

DATE:

SHEET No.



tel. (207) 772-3846


COMMISSIONING

INTERIOR DESIGN

ARCHITECTURE

ENGINEERING

www.smrtinc.com

PROJECTNORTH

MAG

NORT

H


As indicated

ADDITION TO ADVANCED STRUCTURES ANDCOMPOSITES CENTER-WIND/ WAVE RESEARCH FACILITY

ORONO, MAINE

FIRST FLOOR POWER PLAN

DAM

13002

CDS

DJT

EP101

04-04-14

ISSUED FOR SI-2110-28-14

1/8" = 1'-0"A1 FIRST FLOOR POWER PLAN

NOTES:1. SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES.

KEYED NOTES:1 MOUNT RECEPTACLE 42" AFF TO CENTER OF DEVICE.

PROVIDE POWER FOR ELECTRIC WATER COOLER. FIELD COORDINATEWITH EQUIPMENT SUPPLIER FOR EXACT LOCATION OF ELECTRICALCONNECTION.

PROVIDE POWER FOR TANK WEIR PIT SUMP PUMP. FIELD COORDINATEWITH EQUIPMENT INSTALLER FOR EXACT LOCATIONS OF PUMP ANDCONTROL PANEL.

PROVIDE POWER FOR ELECTRIC TRAP PRIMERS. COORDINATE WITHPLUMBING CONTRACTOR FOR EXACT LOCATION OF ELECTRICALCONNECTION.

PROVIDE POWER FOR TANK CIRCULATION PUMP, CHEMISTRYCONTROLLER, WATER LEVEL CONTROLLER, CHLORINATOR, UVSYSTEM CONTROLLER AND RMF CONTROLLER. COORDINATE WITHTANK INSTALLER FOR EXACT LOCATION OF ELECTRICAL CONNECTION.

PROVIDE 480V AND 120V POWER FOR EACH WAVE GENERATINGCABINET. PROVIDE TWO 6" CONDUITS FROM EACH CABINET TOEQUIPMENT AT SOUTH END OF TANK.

RELOCATED RECEPTACLE AND DISCONNECT FOR CONDENSING UNITSEE ES101 FOR CURRENT. MODIFY EXISTING WIRING AS REQUIRED TOACCOMMODATE NEW EQUIPMENT LOCATION.

PROVIDE POWER FOR WIND GENERATING EQUIPMENT. COORDINATEWITH OWNER FOR EXACT LOCATION OF EQUIPMENT.

PROVIDE WIRING FOR OVERHEAD DOOR VIA WALL MOUNTEDCONTROLLER. COORDINATE WITH DOOR INSTALLER FOR EXACTLOCATION OF CONTROLLER.

PROVIDE POWER FOR TANK LAB BRIDGE CRANE. COORDINATE WITHCRANE INSTALLER FOR EXACT LOCATION OF ELECTRICALCONNECTION.

COORDINATE WITH OWNER FOR NEMA CONFIGURATION OF OUTLETREQUIRED. WIRING TO BE 3#10 AWG & #10 GND, 3/4"C.

COORDINATE WITH OWNER FOR NEMA CONFIGURATION OF OUTLETREQUIRED FOR WELDER. WIRING TO BE 4#10 AWG & #10 GND, 3/4"C.

PROVIDE POWER FOR SPRINKLER SYSTEM ELECTRIC BELL.COORDINATE WITH SPRINKLER CONTRACTOR FOR EXACT PLACEMENTOF BELL.

PROVIDE POWER FOR HVAC CONTROL PANEL. COORDINATE WITHMECHANICAL CONTRACTOR FOR EXACT LOCATION OF PANEL.

RUN FOUR 4" CONDUITS 12" ON CENTER FROM 12" ABOVE POOL FLOORTO 4'-6"AFF ON THE EAST WALL OF TANK ROOM. CAP CONDUITS ATBOTH ENDS. COORDINATE EXACT DIMENSIONS OF CONDUIT STUBSWITH OWNER.

1/2" = 1'-0"A11

TANK PUMP ROOM & UTILITY ENTRANCEENLARGED PLAN

2

3

4

5

6

7

8

9

10


11

12

13

14

ALTERNATESPOWER FOR BRIDGE CRANE TO BE PRICED AS ALTERNATE #2. IF ALTERNATE #2IS NOT ACCEPTED DELETE POWER ASSOCIATED WITH BRIDGE CRANE.

CONSTRUCTION OF TOILET ROOMS TO BE PRICED AS ALTERNATE #6. IFALTERNATE #6 IS NOTE ACCEPTED DELETE TWO GFCI OUTLETS, POWER FORHTR-1 AND ELECTRIC WATER COOLER.


1 ISSUED FOR SI-3 07-28-14

15





Research Facility

View Date 2/2/2015

Date 1/21/2015




144 Fore Street


USAPhone: (207) 772-3848

Fax: (207) 772-1070




From Anthony Passmore

Cianbro

Date 1/21/2015

Status Closed

Resolved Date



Probable Cost Effect

Probable Time Effect

Priority High


Subject Wave Generator Cabinets Conduit Locations

Drawing No. EP101 Detail No.

CSI Code Other Ref. No.


In order to locate the two 4" conduits for each of the Wave Generator Cabinets located North of C/2 line please provide a cabinet cut sheets and layout of where the conduits enter the cabinets.

Recommendation



David Mains 1/29/2015 Per direction from the equipment manufacturer, locate the (4) 4" conduits at

500mm spacing beginning adjacent to the base of column C/2 and aligned with the wall along '2' line, heading north. Cabinet cut sheets and backup

information attached.

Disclaimer

Notes




A

G8 Maine WM Cabinet overview

WEIGHT (kg)

A3 SHEET 1 OF 1 SCALE: 1:20

DWG NO.

PROJECTION: Third Angle

FINISH:

MATERIAL: DATE: 18 November 2014

Ltd.

TITLE:

REVISION HISTORY:

All rights reserved these drawings and

specifications are the property and

copyright of Edinburgh Designs Ltd. and

shall not be reproduced with out the

written agreement of Edinburgh Designs

REV:

PELV conductors

Din rail

3 phase

pneumatic area

110VAC and 24VDC area

Earthing star and cabinet

G8 control card

spare Din rail

inductor area

inlet feeds

trunking for mains cables

filter and

resistors

480VAC

drives and

trunking for 24VDC and

drive cables retension bar

Cabinet Fan

isolator

110VAC door mounted

24VDC, 177x177

480VAC din mount, with door handle isolator

Cabinet vent



Research Facility

View Date 2/2/2015

Date 1/26/2015




144 Fore Street


USAPhone: (207) 772-3848

Fax: (207) 772-1070


Anthony Passmore (Cianbro) Tammy Vance (Cianbro)

From Anthony PassmoreCianbro

Date 1/26/2015

Status Closed

Resolved Date

Reason for Request Alternate Proposal


Probable Cost Effect

Probable Time Effect

Priority Low


Subject Electrical Receptacle Location

Drawing No. EP101 Detail No.



Please advise if it is desired for the electrical receptacles to match the existing OWL building, located

on structural columns, or if the receptacles should be located per drawing EP101/A1?

Recommendation



David Mains 1/29/2015 Receptacles may be located on columns in general vicinity of locations shown on EP101/A1. Locate inside the web of the column as to not create a potential

conflict with moving equipment.

Disclaimer

Notes


Authorized Signature Printed Name Date





Page 1 of 2


DATE SENT 3/20/2015

SUBJECT Remove Slab and VB from Robotics lab north of C line


SI-00039



FROM



TO





207-679-7155





DESCRIPTION: Alternate #5, adding a concrete floor to the robotics lab 102 north of C line, is no longer accepted as part of the project. Additionally the Vapor retarder barrier, indicated in the Base Bid (012300 3.1-E), at this location is also removed from the project. Proceed with the installation of the concrete floor as specified and detailed south of C line in the Robotics Lab 102. Proceed with a 6" slab with welded wire fabric reinforcement as specified with vapor retarder at the location of electrical service - Size of the slab is to be as necessary for the electrical equipment. No raised housekeeping slab is necessary.

REMARKS SUMMARY:

sdow

Typewritten Text


F

F

F

F

F

F

F

F

FF

F F

F

F

F

F

E

TS

TSTSPSPS

CR

FAA

K

4321 3.52.5

H

G

F

E

D

C

B

A

TANK LAB101

FUTUREROBOTICS LAB

102

(110)

(110)

W

W

W

(110)

(110)

(110)

(110)

(110)

(75)

(75)(75)

(15/75)

(15/75)TANK LAB101 TANK PUMP

ROOM &UTILITY

ENTRANCE105

M TLT104

W TLT103

E.H

E.G

E.F

E.13 E.14 E.15 E.16 E.17 E.18 E.19

D

RTU-2 SUPPLY DUCT

RTI

RTI

D

RTU-2 RETURN DUCT

RTU-2 SUPPLY &RETURN DUCT SMOKEDETECTOR REMOTETEST STATIONS

RTI

RTI

D

RTU-1 SUPPLY DUCT

D

RTU-1 RETURN DUCT RTU-1 SUPPLY &RETURN DUCT SMOKEDETECTOR REMOTETEST STATIONS

SPRINKLER TAMPER &PRESSURE SWITCHES

2D

2D

2D

2D 2D

2D 2D

2D 2D

2D 2D

1

1

11

22

3

3

3

J 4

PWW1-26

J7

J7

WALL MOUNT 12' AFF

J 7

J 7

WALL MOUNT 12' AFF

J5

1-1 1/4"C 2-4"C

EXISTING IDFC ROOM

6

ALTERNATE #6SEE NOTES ON ALTERNATE

1-1"C 1-1"C

A

B

C

D

E

F

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D

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17




PROJECT No.

A/E OF RECORD:

JOB CAP/DRAWN:

SCALE:

GRAPHIC SCALE:

DATE:

SHEET No.



tel. (207) 772-3846


COMMISSIONING

INTERIOR DESIGN

ARCHITECTURE

ENGINEERING

www.smrtinc.com

PROJECTNORTH

MAG

NORT

H


1/8" = 1'-0"

ADDITION TO ADVANCED STRUCTURES ANDCOMPOSITES CENTER-WIND/ WAVE RESEARCH FACILITY

ORONO, MAINE

FIRST FLOOR SYSTEMS PLAN

DAM

13002

CDS

DJT

EY101

04-04-14

ISSUED FOR SI-1410-08-14

1/8" = 1'-0"A1 FIRST FLOOR SYSTEMS PLAN

NOTES:1. SEE SHEET E-001 FOR LEGEND AND GENERAL NOTES.

2. ALL NEW FIRE ALARM DEVICES SHOWN TO BE TIED INTO THE EXISTINGBUILDING EST FIRE ALARM SYSTEM. PROVIDE ALL BOXES, CONDUIT,WIRING, DEVICES, POWER EXTENDERS, REMOTE ANNUNCIATOR,EQUIPMENT AND PROGRAMMING REQUIRED FOR A COMPLETE ANDOPERABLE SYSTEM. ALL FIRE ALARM FINAL CONNECTIONS ANDPROGRAMMING TO BE COMPLETED BY OWNERS FIRE ALARM SYSTEMVENDOR RB ALLEN. COSTS FOR WORK TO BE COMPLETED BY RB ALLENTO BE CARRIED BY ELECTRICAL CONTRACTOR. ALL NEW DEVICES TO BETHE SAME MODEL NUMBERS AS THOSE CURRENTLY INSTALLED IN THEEXISTING BUILDING. SEE DRAWING E-100 FOR LOCATION OF FIRE ALARMCONTROL PANEL IN THE ADVANCED STRUCTURES BUILDING THAT NEWDEVICES ARE TO BE CONNECTED TO.

3. FOR EVERY WALL PHONE, DATA OUTLET AND VOICE/DATA OUTLETSHOWN PROVIDE A 1" CONDUIT RUN BACK TO BOX DESCRIBED IN KEYNOTE 6. ALL CONDUITS TO TERMINATE ON SIDES OF 3' SQUAREJUNCTION BOX AND NOT ON REMOVABLE COVER. CONDUIT TO BE PVCWITHIN THE TANK LAB AND EMT IN ALL OTHER LOCATIONS.TELECOMMUNICATIONS OUTLET BOXES IN THE TANK LAB TO BEWEATHERPROOF BOXES WITH GASKETED COVERS. SEE UNIVERSITY OFMAINE TELECOMMUNICATIONS STANDARD FOR REQUIREMENTS FORJACKS, COVERPLATES AND HORIZONTAL CABLING.

4. UPON ACTIVATION OF THE FIRE ALARM SYSTEM ALL HVAC EQUIPMENTSHALL BE AUTOMATICALLY SHUT DOWN.


KEYED NOTES:1 DUCT SMOKE DETECTORS TO REPORT A AN ALARM TO THE FIRE

ALARM CONTROL PANEL AND SHUT DOWN HVAC EQUIPMENTINDICATED.

SPRINKLER FLOW SWITCH ACTUAL LOCATIONS ARE SHOWN ONFIRE PROTECTION PLAN. FLOW SWITCHES TO INITIATE AN ALARMSIGNAL TO THE FIRE ALARM SYSTEM. COORDINATE ALL WORK W/SPRINKLER CONTRACTOR.

SPRINKLER TAMPER SWITCH ACTUAL LOCATIONS ARE SHOWN ONFIRE PROTECTION PLAN. TAMPER SWITCHES TO INITIATE ASUPERVISORY SIGNAL TO THE FIRE ALARM SYSTEM. COORDINATEALL WORK W/ SPRINKLER CONTRACTOR.

PROVIDE POWER FOR FIRE ALARM SYSTEM POWER EXTENDERAND ANY OTHER FIRE ALARM EQUIPMENT REQUIRED TO TIE NEWFIRE ALARM SYSTEM DEVICES INTO EXISTING BUILDING FIREALARM SYSTEM.

FURNISH & INSTALL A 6" SQUARE JUNCTION BOX FOR CARDACCESS/SECURITY WIRING. COORDINATE WITH OWNER FORMOUNTING HEIGHT OF JUNCTION BOX AND LOCATION TOTERMINATE 1 1/4" CONDUIT IN THE EXISTING IDFC ROOM.

FURNISH & INSTALL A 3' SQUARE, 12" DEEP HIGH IMPACT PLASTICPANEL, WATERPROOF BOX WITH A GASKETED SCREW TYPECOVERPLATE FOR TELECOMMUNICATIONS WIRING. COORDINATEWITH OWNER FOR MOUNTING HEIGHTS OF BOX AND LOCATION TOTERMINATE TWO 4" CONDUITS IN THE EXISTING IDFC ROOM.

FURNISH & INSTALL A TWO GANG CAST WATERPROOF JUNCTIONBOX WITH GASKETED SCREW TYPE COVERPLATE MOUNTED 42"AFF.

2

3

4


5

6

7

ALTERNATECONSTRUCTION OF TOILET ROOMS TO BE PRICED AS ALTERNATE #6. IFALTERNATE #6 IS NOTE ACCEPTED DELETE TWO FIRE ALARM NOTIFICATIONDEVICES.




Research Facility

View Date 4/1/2015

Date 3/17/2015




144 Fore Street


USAPhone: (207) 772-3848

Fax: (207) 772-1070




From Brett A. Dyer

Cianbro

Date 3/17/2015

Status Closed

Resolved Date



Probable Cost Effect Unknown

Probable Time Effect Unknown

Priority High


Subject Location of Junction Boxes and Card Reader

Drawing No. EY101 Detail No. Note 5 & 6



Per conversation with UMaine, please confirm the following is acceptable. (See attached Cianbro Sketch for Reference)

1. The location of the 3’ x 3’ IT box located on the north side of the existing OWL wall, 5’ from the 2

line toilet room wall to the east side of the junction box.

2. The 6 x 6 junction box for the card reader shown to be on the north side of the OWL wall will be

centered between the IT junction box and the overhead door opening.

3. Both of these boxes should be mounted on the metal wall panels above the concrete foundation wall

of the OWL.

Also, the CR at the Wind & Wave entrance door will be installed by the University, the contractor should provide a junction box on the inside face of the exterior metal wall panel for the University to connect

the card reader to.

Recommendation



David Mains 3/19/2015 SMRT takes no exception to all of these changes.



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0.46 m

1' - 6"1' - 6"

0.46 m

0.46 m9.00 m

FINIS H

ED0.46 m

1' - 6 "29' - 6 1/4" F IN

ISHE

D1' - 6 "

1.50 m 3.50 m 3.50 m 3.50 m 3.50 m 3.00 m 4.00 m 3.50 m 1.44 m

33.19 m

105' - 10 1/2" FINISHED

WEIR WALL

24" X 24"MAIN

DRAIN

9.50 m 9.00 m 8.94 m

14' - 9 1/4"14' - 9 1/4"

24" X 24"MAIN

DRAIN

108' - 10 1/2"

FILL LINE

4.50 m4.50 m

9.91 m

32' - 6 1/4"

ASP02

BSP02C

SP02

LADDERRUNGS

4' - 11" 11' - 5 3/4" 11' - 5 3/4" 11' - 5 3/4" 11' - 5 3/4" 9' - 10" 13' - 1 1/2" 11' - 5 3/4" 4' - 8 3/4"

31' - 2" 29' - 6 1/4" 29' - 4"

9.00 m29' - 6 1/4"

DR

AIN TO

SEWER

TANK INLET

2.27 m

32.27 m FINISHED

(WAVE MACHINE)

EPOXY PAINT (BLACK)100MM THICK PERIMTETER,

TO BE APPLIED TO MOVEABLE FLOOR SYSTEM

EPOXY PAINT (BLACK)200MM THICK FLOOR GRID

TO BE APPLIED TO MOVEABLE FLOOR SYSTEM(CENTERED FROM WEIR WALL)

90' - 0 1/4"8' - 4 3/4"

27.44 m2.56 m

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

7' - 5 1/2"

VERTICAL STEEL CHANNEL

8.00 m8.00 m3.00 m

26' - 3"26' - 3"9' - 10"

1

SP07

1' - 7 3/4"

0.50 m

VERTICALSTEEL CHANNEL VERTICAL STEEL CHANNEL

VERTICAL STEEL CHANNEL VERTICALSTEEL CHANNEL

VERTICAL STEEL CHANNEL

NOTE:MOVEABLE FLOOR SYSTEM TO BE SUPPLIED BY CIANBRO.

(4) MOVEABLE FLOORCONDUITS

(2 ROWS, 2 ACROSS)

7

SP07

4' - 10 1/2"28' - 1 21/32"8' - 0"4' - 0"4' - 0"8' - 0"28' - 1 21/32"4' - 10 1/2"

#7 #9#8 #12#10 #11

#1 #3#2 #6#4 #5

(12) 1"x1" BOND OUTS @ T.O. WALL

32.27 m FINISHED

29' - 6 1/2" FINIS

HE

D9.00 m

FINISH

ED

105' - 10 1/2"

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PROJECT No.

A/E OF RECORD:

JOB CAP/DRAWN:

SCALE:GRAPHIC SCALE:DATE:

SHEET No.

144 Fore Street/P.O. Box 618Portland, Maine 04104

tel. (207) 772-3846fax. (207) 772-1070PLANNING

COMMISSIONING

INTERIOR DESIGN

ARCHITECTURE

ENGINEERING

www.smrtinc.com

As indicated

W2 WIND/WAVE RESEARCH FACILITY

DIMENSIONED PLANS

SP01

LEGEND

24" X 24" MAIN DRAIN WALL RETURN3

SP032

SP03

2SP03

3SP03

ISSUED FOR SI-03r

DIMENSIONED TANK PLANSCALE: 1/4" = 1' - 0"

SITE PLANSCALE: 1/8" = 1' - 0"

RESEARCHTANK

TANKMECHROOM

GENERAL NOTES:

1. NEW CONSTRUCTION PROJECT, BOTH BUILDING AND TANK.

2. FIELD VERIFY WATER DEPTHS BEFORE PLACING DEPTH MARKERS (AS REQUIRED BY CODE)

1SP07

STAINLESS STEELCHANNEL

STRUCTURAL NOTES:

1. Refer to SW Cole Engineering Inc. Geotechnical Report dated January 10th, 2013 for recommendations on site preperations, excavation work,structural fill and compaction, and foundation drainage.

2. Grade 60 Steel, size as noted on subsequent sheets.3. All construction work shall conform to the current edition of the State of Maine Building Code.4. All work is to be performed in strict compliance with OSHA work regulations, and any and all safety measures required for the execution of the work shall

be diligently completed.5. Shotcrete is to be placed pneumatically and is to have 28-day strength in excess of 4000 psi. Shotcrete is to be placed by qualified and certified

installers. Backfill against the tank walls shall not be placed until 14 days after the completion of the Shotcrete work.6. Reinforcing steel shall meet ASTM-615, Grade 60. All splices shall be lapped a minimum of 40 bar diameters. Wire chair supports and/or plain concrete

brick shall be used to maintain the proper cover per the details herein. Installation shall be in accordance with the recommendations of ACI DetailingManual SP-66 and/or CRSI.

7. SHOTCRETE CURING AGENT: Vendor: Barker Steel; Item Number: C21025-W-VOX; Coverage: 400 SF per gallon.8. It is imperative that only nozzlemen certified by the AMERICAN CONCRETE INSTITUTE (ACI) are utilized. To further enhance performance and to have

basis of qualifications and quality, the ACI has provided guidelines in the form of:ACI 506R-90 Guide to ShotcreteACI 506.2-95 Specifications for ShotcreteACI 506.3R-91 Guide to Certification of Shotcrete NozzlemenACI 506.4R-94 Guide for the Evaluation of ShotcreteASTM Designation: C 1604M-05

9. List of accepted waterproofing products: REFER TO SHOTCRETE SPEC

10. Subsurface conditions are to be as follows:Properly grade and compact all subsurface base areas.Refer to Civil / Architectural Spec sections regarding structural fill (suitable material).In the absense of specifications By Others, then "Screened Gravel" shall be substituted, meeting requirements of ASTM C33, stone size #4 (3/4").No stones larger than 3" diameter. (3/4" Diameter, Above -24" Grade)Installed in lifts not to exceed 8".Compacted to achieve 95% compaction rate, capable of bearing 1000 lbs/sf.(Not Included - ** Sole Responsibility of Site Contractor/Excavator**)

REV. DESCRIPTION DATE13

08-07-14


1 RESIZED TANK INLET 06-20-14

2 SI-03 07-28-14

3 SI-03r 08-07-14

3 3

bcumming

New Stamp

bcumming

Polygon

bcumming

Line

bcumming

Line

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WATER LINE

DECK BY DECK CONTRACTOR

24" x 24"MAIN DRAIN

WEIR WALL

24" x 24"MAIN DRAIN

WAVE MACHINELOCATION

1' - 7 1/2"0.50 m

3' - 6"

17' - 6 1/2"

1.07 m

5.35 m

108' - 10 1/2"

1' - 6" 105' - 10 1/2" 1' - 6"

3' - 5 3/4" 4' - 11" 90' - 0 1/4" 7' - 5 1/2"

33.19 m

0.46 m 32.27 m FINISHED 0.46 m

1.06 m 1.50 m 27.44 m 2.27 m

WATER LINE

SP066

SP067

SP032

9.50 m 9.00 m 8.94 m

31' - 2" 29' - 6 1/2" 29' - 4"

LADDERRUNGS

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

1500 mm

2160

mm

2560 mm

TANK INLETM

DRAINTO SEWER

M

5.00 m 5.00 m 5.00 m 5.00 m 7.44 m

WALLRETURN

WALLRETURN

WALLRETURN

WALLRETURN

4' - 11" 11' - 5 3/4" 11' - 5 3/4" 11' - 5 3/4" 11' - 5 3/4" 9' - 10" 13' - 1 1/2" 11' - 5 3/4" 4' - 8 3/4"

1.50 m 3.50 m 3.50 m 3.50 m 3.50 m 3.00 m 4.00 m 3.50 m

16' - 4 3/4" 16' - 4 3/4" 16' - 4 3/4" 16' - 4 3/4" 24' - 5"

27.44 m90' - 0 1/4"

VINYL DEPTH MARKERSAPPLIED ON

BOTH SIDES OF TANK

SHOTCRETE

EPS GEOFOAM

C.I.P FLOOR 6" COVERADIUS(TYP.)

4' - 11"1.50 m

16' - 5"5.00 m

3.00 m 8.00 m 8.00 m 8.44 m

1

SP07

STEEL CHANNEL (TYP.)(6 PLCS.)(INSTALLED ON BOTH SIDES)

9' - 10 1/8" 26' - 2 31/32" 26' - 2 31/32" 27' - 8 9/32"

WATER LINE


24" x 24"MAIN DRAIN

0.50 m

1.00 m

3' - 0"

14' - 6 1/2"

3' - 6"

18' - 0 1/2"

1' - 7 1/2"

0.91 m

4.43 m

1.07 m

5.50 m

1' - 10 1/2"0.57 m

WALLRETURN

WALLRETURN

INLE

T

3' - 3 1/2"

6" COVERADIUS(TYP.)

1.50 m4' - 11"

29' - 6 1/4" FINISHED

9.00 m

13' - 1 1/2"4.00 m

14' - 9 1/4"14' - 9 1/4"

4.50 m4.50 m

16' - 5"5.00 m

WATER LINE


TOP OF WEIR WALL

0.50 m

2.16 m

2.84 m

0.46 m 9.00 m 0.46 m

1' - 6" 29' - 6 1/4" 1' - 6"

9.91 m

32' - 6 1/4"

1' - 7 1/2"

7' - 1"

9' - 4"

2.66 m8' - 8 1/2"

14' - 6 1/2"

3' - 6"

4.43 m

1.07 m

3' - 0"

18' - 0 1/2"

0.91 m

5.50 m

LADDERRUNGS

WALLRETURN

WALLRETURN4" CONDUITS

FOR MOVEABLE FLOOREQUIPMENT

4" FILL LINE

A

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17




PROJECT No.

A/E OF RECORD:

JOB CAP/DRAWN:

SCALE:GRAPHIC SCALE:DATE:

SHEET No.

144 Fore Street/P.O. Box 618Portland, Maine 04104

tel. (207) 772-3846fax. (207) 772-1070PLANNING

COMMISSIONING

INTERIOR DESIGN

ARCHITECTURE

ENGINEERING

www.smrtinc.com

1/4" = 1'-0"

W2 WIND/WAVE RESEARCH FACILITY

GENERAL SECTIONS

SP02

NOTE:

REFER TO ENLARGED DETAILSON SHEET SP06 FORREBAR SIZES

SECTION ASCALE: 1/4" = 1' - 0"

SECTION BSCALE: 1/4" = 1' - 0"

SECTION CSCALE: 1/4" = 1' - 0"

ISSUED FOR SI-03

LEGEND

24" X 24" MAIN DRAIN WALL RETURN3

SP032

SP031

SP07STAINLESS STEEL

CHANNEL

3SP03

3SP03

3SP03

2SP03

REV. DESCRIPTION DATE12

07-28-13


1 RESIZED TANK INLET 06-20-14

2 SI-03 07-28-14

2

2

22

2

SI-011

SI-011

SI-011

SI-011

SI-011

SI-011

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CERTIFICATION REGARDING LOBBYING

Applicants should also review the instructions for certification included in the regulations before completing this form. Signature onthis form provides for compliance with certification requirements under 15 CFR Part 28, “New Restrictions on Lobbying.” Thecertifications shall be treated as a material representation of fact upon which reliance will be placed when the Department ofCommerce determines to award the covered transaction, grant, or cooperative agreement.

LOBBYINGAs required by Section 1352, Title 31 of the U.S. Code, andimplemented at 15 CFR Part 28, for persons entering into a grant,cooperative agreement or contract over $100,000 or a loan or loanguarantee over $150,000 as defined at 15 CFR Part 28, Sections28.105 and 28.110, the applicant certifies that to the best of his or herknowledge and belief, that:

(1) No Federal appropriated funds have been paid or will be paid,by or on behalf of the undersigned, to any person for influencing orattempting to influence an officer or employee of any agency, aMember of Congress in conncection with the awarding of anyFederal contract, the making of any Federal grant, the making ofany Federal loan, the entering into of any cooperative agreement,and the extension, continuation, renewal, amendment, ormodification of any Federal contract, grant, loan, or cooperative agreement.

(2) If any funds other than Federal appropriated funds have beenpaid or will be paid to any person for influencing or attempting toinfluence an officer or employee of any agency, a Member ofCongress, an officer or employee of Congress, or an employee of amember of Congress in connection with this Federal contract, grant,loan, or cooperative agreement, the undersigned shall complete andsubmit Standard Form-LLL, ‘‘Disclosure Form to Report Lobbying.’’in accordance with its instructions.

(3) The undersigned shall require that the language of thiscertification be included in the award documents for all subawards atall tiers (including subcontracts, subgrants, and contracts undergrants, loans, and cooperative agreements) and that all subrecipientsshall certify and disclose accordingly.

This certification is a material representation of fact upon whichreliance was placed when this transaction was made or entered into.Submission of this certification is a prerequisite for making orentering into this transaction imposed by section 1352, title 31, U.S.Code. Any person who fails to file the required certification shall besubject to a civil penalty of not less than $10,000 and not morethan $100,000 for each such failure occurring on or beforeOctober 23, 1996, and of not less than $11,000 and not morethan $110,000 for each such failure occurring after October 23,1996.

Statement for Loan Guarantees and Loan InsuranceThe undersigned states, to the best of his or her knowledgeand belief, that:

In any funds have been paid or will be paid to any person forinfluencing or attempting to influence an officer or employeeof any agency, a Member of Congress, an officer or employeeof Congress, or an employee of a Member of Congress inconnection with this commitment providing for the UnitedStates to insure or guarantee a loan, the undersigned shallcomplete and submit Standard Form-LLL, ‘‘Disclosure Formto Report Lobbying,’’ in accordance with its instructions.

Submission of this statement is a prerequisite for making orentering into this transaction imposed by section 1352, title31, U.S. Code. Any person who fails to file the required state-ment shall be subject to a civil penalty of not less than $10,000and not more than $100,000 for each such failure occurringon or before October 23, 1996, and of not less than $11,000and not more than $110,000 for each such failure occurringafter October 23, 1996.

As the duly authorized representative of the applicant, I hereby certify that the applicant will comply with theabove applicable certification.

NAME OF APPLICANT AWARD NUMBER AND/OR PROJECT NAME

PRINTED NAME AND TITLE OF AUTHORIZED REPRESENTATIVE

SIGNATURE DATE

FORM CD-511(REV 1-05)

U.S. DEPARTMENT OF COMMERCE

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APPENDIX D

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Request for Bids #OFM40-16 - Appendix D

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